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HomeMy WebLinkAboutMINUTES - 08192008 - C.13 _E,. Contra TO: BOARD OF SUPERVISORS _"" Costa FROM: KEITH FREITAS, DIRECTOR OF AIRPORTS DATE: August 19, 2008 County SUBJECT: Approval and Authorization to Execute a Long-Term Lease with Buchanan Hangars LLC for a Buchanan Field Airport Development Project, Pacheco Area. (District IV). Specific Request(s) or Recommendation(s) & Background & Justification I. RECOMMENDED ACTION: ACKNOWLEDGE the May 12, 2008 Notice from Buchanan Hangars LLC to terminate a 40-year ground lease between the County.as Landlord,and Buchanan Hangars LLC,as Tenant,for approximately 10.3 acres located on the west side of the Buchanan Field Airport and south of the Airport Offices; and APPROVE and AUTHORIZE the Director of Airports,or designee,to execute,on behalf of the County,a 40-year ground lease between the County, as Lessor, and Buchanan Hangars,LLC,as Tenant, for the lease and development on approximately 10.3 acres located south of the Airport Offices (Exhibit A.) APPROVE and AUTHORIZE the Director of Airports,or designee,to execute on behalf of the County an Access Easement Agreement with Buchanan Hangars,LLC for access to the leased premises in connection with the above lease (Exhibit B.) APPROVE and AUTHORIZE the Director of Airports, or designe o execute a Memorandum of the aforementioned Lease and Access Easement. Continued on Attachment: \ SIGNATURE: RECOMMENDATION OF COUNTY ADMINISTRATOR RECOMMENDATION OF BOARD COMMITTEE APPROVE _OTHER SIGNATURE(S): ACTION OF BOARD ON /9 .2ASot APPROV AS RECOMMENIKED_OTHER s VOLLAM IiDUS LEASE 'DC>CUM ►T �q EAILA-3LL U100IJ > muEST •F'tQ.ol^ -CM.E CL6Kr_ of-It.d Tp?U > VOTE OF SUPERVISORS UNANIMOUS(ABSENT '�IS'r S ) I hereby certify that this is a true and correct copy of an AYES: NOES: action taken and entered on the minutes of the Board of ABSENT: (XIII ABSTAIN: Supervisors on the date shown. G:\buchanan dev nc(lotiation.bos.doc ATTESTED: Board Orders\BO-Negot.doc JOHN CULLEN, CIA of the Board of Supervisors and Orig.Div: County Airports County Administrator Contact: Beth Lee.Phone(92-5)646-5722 cc: County Administrator Auditor-Controller Community I)evelopment B , Deputy Public Works Director Public Works Accounting Federal Aviation Administration SUBJECT: Approval and Authorization to Execute a Lease, Buchanan Field Airport DATE: August 19, 2008 PAGE: 2 II. FINANCIAL IMPACT: "There is no negative impact on the General Fund. The Airport Enterprise Fund will receive lease and other revenues and the County General Fund will receive property,sales and possessory interest tax revenues from this development. Upon completion of construction rent period (at$2,000 per month),the ground rent will begin at$21,000 per month(or$252,000 per year and increase annually by the CPT inflator. Every 10 years the lease will be revalued based on market appraisals. III. REASONS FOR RECOMMENDATION/BACKGROUND: The project is needed in order to accomodate demand at the Airport for additional general aviation aircraft facilities and services. The site is about 10.3 acres of County owned land at the Buchanan Field Airport, located entirely within the unincorporated County on the east side of Marsh Drive and south of Sally Ride Drive and the County Airport offices as shown on the attached property map. The parcel is adjacent to the Buchanan Field runways and is designated for aviation use on the Buchanan Field Master Plan. The project consists of approximately 44 infill aircraft hangars of various sizes, some with small attached office spaces and a pilot's lounge. A maximum of 142,400 square feet of hangar space and 30,000 square feet of auxiliary office,limited vehicle garage and storage space may be constructed on this site.The project also includes an apron, parking lot and landscaping. The project will be constructed as individual for sale hangar units (hangars) for aircraft hangars and the developer's interest as lessee under the lease will be assigned to a hangar owners' association once 90%of the hangars have been sold to third party hangar purchasers. The hangar owners will hold title to their hangar and a sublease of their hangar and common area from the hangar owners' association. Upon expiration of the lease or earlier termination thereof, title to the hangar improvements will vest with the County. The leasehold held by the hangar owners' association will be subject to a recorded set of covenants. conditions and restrictions. The project site was predominantly vacant land. However, the Concord Flying Club, Mount Diablo Pilots Association,four(4)large aircraft hangars and tie-down tenants were located on the northern portion of the proposed development site. On November 8,2007,the County sent Notices to"Terminate to these tenants as required by their existing forms of agreement.Airport staff subsequently worked with those tenants to find them other locations on Buchanan Field Airport. On December 18,2007,the Board adopted a Mitigated Negative Declaration and the Mitigation Monitoring Program in compliance with the California Environmental Quality Act for the Buchanan hangars LLC Buchanan Field Development Project. Further,on December 18,2007,the Board approved the Director of Airports to enter into a lease with Buchanan Hangars LLC for a term of forty years for the purpose of constructing and operating executive hangars, some with adjoining office area, at Buchanan Field Airport. On March 11,2008,the Board approved a First Amendment to the Lease with Buchanan Hangars LLC.The .First Amendment to the Lease was provided to allow Tenant the time necessary to complete the phase two environmental process and determine the steps that were needed to be taken for, and associated costs of, complying with the CEQA mitigation requirements,the phase two environmental site assessment findings, and wetlands mitigation and species monitoring on the leased premises. Further,it provided the Tenant with a sixty (60) day period of time, or until May 12, 2008, to terminate the Lease without penalty. SUBJECT: Approval and Authorization to Execute a Lease, Buchanan Field Airport DATE: August 19, 2008 PAGE: 3 On May 12. 2008, the Tenant terminated the lease due to unforeseen difficulties with completing the remaining predevelopment items necessary to bring the project to construction. Airport staff then confirmed the available options for selecting another developer based on the Board's approved Airport Development Selection Process by contacting the 2"d ranked bidder, Airport Partners, and the -) ranked bidder, Silver Pacific, about the project changes and to gauge their interest in the site. In the meantime, on May 28. 2008, the Aviation Development Group (ADG). sponsor of the Buchanan Hangars LLC project,expressed renewed interest in completing their original development plan since much of the groundwork for the development had already been completed. Airport staff restarted lease negotiations with ADG for the Buchanan Hangars LLC project as this proposal continued to be the most financially beneficial,aesthetically pleasing and project ready approach of the available options(Exhibit C& D). Staff recommends that the Board acknowledge the termination of the original lease dated December 18, 2007 and approve and authorize the Director of Airports to execute a new lease and access easement with Buchanan Hangars, LLC, copies of which are attached hereto, and to execute a memorandum of both documents for recording purposes. The terms of the attached Lease,including a 40-year term,are the same as the terms approved by the Board on December 18, 2007, except that all payment and performance obligations will be determined by reference to the newly established Commencement Date for the Lease. In addition,the Tenant requested that the property boundary be amended to allow additional space to meet the federal Clean Water Act requirements, separate buildings E and F so that the water line could be placed between them,and to allow for a payment of$400,000 to the Airport Enterprise Fund in lieu of constructing the pilot's lounge: IV. CONSEQUENCES OF NEGATIVE ACTION: Delay in approving the project will result in a delay of developing vacant and underutilized land at Buchanan Field Airport and will negatively impact general aviation aircraft facilities,services, Airport demand needs and the Airport Enterprise Fund and County General Fund. EXHIBIT C CONTRA COSTA COUNTY Buchanan Field and Byron Airports DATE : June 13,2008 TO: Supervisor Susan Bonilla, District.TV FROM: Keith Freitas, Director of Airports SUBJECT: Buchanan Field Airport Southwest 10 acre Parcel.Development On May 23, 2006, the Board of Supervisors selected Aviation Development Group (ADG), dba Buchanan Hangars,LLC as the Master Developer for the 10 acre site at Buchanan Field Airport and authorized Airport staff to negotiate a long-ternz ground lease. However,the lease was terminated, as allowed,by ADG on May 12;2008. Due to the termination of the lease by ADG,Airport staff approached the 2nd ranked development team,Airport Partners,to determine their interest in developing this site.Airport staff also notified the 3rd ranked team,Silver Pacific,about the proj ect changes and to gauge their current interest in the site. Surprisingly, on May 28'h, ADG sent a letter advising that they would like to rescind their termination letter and execute a new lease. On June 6,2008,the third ranked group(Silver Pacific) responded to the County reporting that they are interested in the development site. On June 12,2008 the second ranked group(Airport Partners)advised that they deemed the project unrealistic and were formally withdrawing their proposal. This memoran.dlun details the economic,timing and policy impacts associated with the three options in moving forward to develop the approximate 10 acre parcel on.the southwest side of Buchanan Field Airport. Option 1: Proceeding with the 3rd ranked development team (Silver Pack)since the 2'6 ranked team(Airport Partners) has declined. Impacts to the Comity for this option are twofold; first the economics are substantially lower(see chart below)and second there will be at least a four month delay to execute a new lease and up to a six month delay to start construction (up to 6 months overall since these could be completed concurrently). This six month delay is predicated on the project concept, uses and environmental impacts are similar to those analyzed for the ADG/Buchanan hangars project. If the project parameters are outside the scope analyzed for the ADG/Buchanan Hangars project,then there would likely be a six to twelve month delay to execute a lease and up to an additional six to twelve month delay to start construction (up to 18 months overall since some of the work can be completed Supervisor Susan Bonilla,District IV June 13, 2008 Page 2 concurrently). The economic implications for the two proposed projects, based on proposals and supplemental information axe: Ranked#1 Ranked#3 ADG/Buchanan Hangars Silver Pacific Year $/Sq.Ft. Annual Rent $/Sq.Ft. Annual Rent 1 0.57 $252,016.38 0.30 $132,640.20 2 0.59 $259,576.87 0.35 $154,746.90 3 0.60 $267,364.18 0.40 $176,853.60 4 0.62 $275,385.10 0.45 $198,960.30 5 0.64 $283,646.66 0.50 $221,067.00 6 0.66 $292,156.06 0.52 $227,699.01 7 0.68 $300,920.74 0.53 $234,529.98 8 0.70 $309,948.36 0.55 $241,565.88 9 0.72 $319,246.81 0.56 $248,812.86 Total Rent Over 9 Years $2,560,261.15 $1,836,875.73 Per the above table, the ADG/Buchanan Hangars project provides, over a nine year period, $723,385.42 more than the third ranked proposal. However, the Airport staff would attempt to negotiate a higher ground rent from the lower bidder in an.effort to shrink this gap. Although all three of the original bidders were deemed viable under the established ranking elements, a seven. member Selection Committee determined the following factors most distinguished the three bidders: ® Project concept(size and mix of aviation hangars) ® Financial return to the Airport ® Project design and associated level of proposed investment ® Schedule and timing for construction of improvements and infrastructure Based on the selection process,the County proceeded to negotiate with ADG/Buchanan Hangars.To date,ADG/Buchanan Hangars has reportedly spent over$600,000 to bring this project to fruition.A majority of those costs relate to the detailed environmental review process, subsequent mitigation actions and project drawings.The environmental process was completed and approved by the Contra Costa County Board of Supervi sors in December 2007 based on the ADG/Buchanan Hangars design concept. As noted earlier, if the 3rd ranked developer is willing to stay within the ADGBuchanan Hangars project parameters, then many of the environmental process components should be applicable(assuming that it does not take too long to complete the new lease process).IIowever,if the project is outside the scope for the ADG/Buchanan Hangars environmental review,then it would be subject to another environmental process and could take up to twelve months to complete. To proceed with the 3rd ranked proposal, Airport staff would expect that the negotiated deal with ADG/Buchanan Hangars would be the starting point for new negotiations. If so, this could cause Supervisor Susan Bonilla,District 1V June 13, 2008 Page 3 strong financial impacts to the other proposal due to expected higher ground rent,vastly improved project aesthetics/building design,inclusion.of a pilot's lounge/dedicated meeting space,building project in one versus multi-phases, and providing a varied mix of hangar sizes to accommodate a broader spectrum of users.It is unclear if the 3',ranked proposer,ultimately,would have the capacity and/or be willing to meet these objectives necessary to bring about the quality of development that compelled the Selection Committee to prioritize the ADCr/Buchanan Hangars proposal. County Counsel advises that there is no legal issue by proceeding with any of the ranked proposers for development of this site. Further, there is no legal obligation to proceed with the P ranked proposal. The adopted selection process provides flexibility for County/Airport staff- to negotiate i�ith those who have been successfully ranked in order to affect the best project and outcome. Option 2: Re-circulate a Request for Proposals Solicitation Airport staff has received 2 new inquiries from development interests to develop this site after ADGBuchanan Hangars terminated their lease.While this could result in some interesting and new project concepts,it would significantly delay project implementation and could ultimately render any project infeasible if economic market conditions continue to weaken. Alternatively, we could undertake a new solicitation process and end up receiving proposals only from those parties we reviewed during the prior solicitation process. This option clearly poses the greatest risk for reduced/loss in revenues and also has the greatest potential to keep any development from proceeding if the economic trends.continue to decline. The solicitation process typically requires up to four months to complete and can be potentially longer if there arc numerous interests or the process is challenged.As discussed in Option 1, if the prgiect concept and scope is comparable to that of the ADG/Buchanan Hangars and the elapsed timing(from approval of the ADG/Buchanan Hangar environmental document)is not too long,up to ten.additional months may be required to negotiate the lease and begin project construction. If the project concept and scope is too different,then it would require ane w environmental analysis(taking from six to twelve months to complete)and may necessitate a change to the Airport Master Plan and County General Plan. Developer ranking determination would be based on the following elements:(1)financial return to the Airport/County; (2)project financial investment and design; (3) financial capacity and track record of project team; (4) project readiness; and (S) schedule and timing for proposed improvements. Re-solicitation for proposals would take from a minimum of six months and up to sixteen months to complete the lease and environmental process and move towards construction. There are no legal or procedural requirements to re-solicit for development of this site.The original solicitation was completed and we ate fortunate to still have two viable proposals to consider now if so desired. Supervisor Susan Bonilla,District 1V June 13, 2008 Page 4 Option 3: Execute a New Lease with ADG/Buchanan Hangars. As mentioned,shortly after terminating their lease,ADG/Buchanan Hangars sent a letter requesting to rescind the termination. Airport staff had already contacted the 2nd and 3`d ranked proposers to determine their development interest. This request does represent the most financially lucrative,aesthetically pleasing and project ready approach of all three options. The ADG/Buchanan Hangars team has continued to keep their environmental and building permit processes engaged, despite the termination, and is closer to having the necessary permits to begin construction. They have reported that they have secured commitments from two construction loan lenders, each. exceeding $14.3 million, providing the capital to begin construction. This is in addition to the almost $5 million in private investment backing already in place. This access to capital is critical since the lending market is currently very risk adverse,especially in specialty markets. County Counsel, again, has confirmed that there is no legal issue with proceeding with ADG/Buchanan Hangars before the 3rd ranked Silver Pacific. In. summary, the following table shows a comparison of time and revenue impacts of the three options: _ Option Estimated Time Delay Estimated Loss in Revenue # 1 —Moving to 3`d ranked* 12 months $63,000 _#2—Re-solicit Project** 16.5 months $129,000 #3—Move back to ADG None None Due to the range potential for both time delay and loss in revenue,the midpoint of each category was used for comparison as it reflects the most realistic expectation.The loss in revenue does not include any potential reduction in ground rent with another proposal. ** Due to the range potential for time delay,the midpoint is used for comparison as it reflects the most realistic expectation.The loss in revenue does not include any potential reduction in ground rent with another proposal. cc: Members—Board of Supervisors John Cullen,CAO Jason Crapo,Senior Deputy County Administrator Beth Lee,Assistant Director of Airports BUCHANAN HANGARSLLC Michael E.Dunn Manager VIA EMAIL Hrei anairport.cccountyx May 28, 2008 Mr. Keith Freitas Director of Airports Contra Costa County Airports 550 Sally Ride Drive Concord, CA 94520-5550 Dear Keith, ADG's recent decision to terminate our lease with the Airport was one of the most difficult we have ever made. I still remain hopeful that we can continue forward with the project. As you may know, even without the lease in place, the water line configuration issue with the Contra Costa County Water District has been favorably resolved. Only two items remain to be resolved--drainage easements from the County and provisions for the construction and conveyance of the Aviators' Lounge to the County or a non-profit organization.. We believe the benefits of moving forward with the project are far greater than not, based in part on the following: I. Economic The economic benefit to the County derived from lease revenue agreed to by Aviation Development Group is significant, especially when compared to the alternate bidders on the project. The annual lease rates proposed by Aviation Development Group (ADG), Airport Partners LLC and Silver Pacific Aviation LLC were $252,000 ($0.57 per square foot), $154,700 ($0.35 psf), and $132,600 ($0.30 pso, respectively. 2939 Ohio Way•Denver, Colorado 80209.303-770-3550.303-777-7823 Fax- michael((D-avia tion de velonmentormy.com Mr. Keith Freitas May 28, 2008 Page 2 of 3 Assuming an annual inflation rate of 3%, projected lease revenue from ADG to the County over a 40-year lease term would be approximately $19.0 million, while Airport Partners and Silver State Aviation would generate approximately $11.6 million and $10.0 million, respectively. Additionally, ADG agreed to construct, at its cost, a 2,200 square foot Aviators' Lounge as part of the project. We expect that the.Airport 'or a non-profit organization will operate this amenity and it will be available to airport tenants as well as the community for conferences, meetings or social events. The current estimated cost for this facility is $450,000. It. Entitlements There are few remaining approvals to be obtained prior to construction commencement. ADG has invested almost$600,000 over the last 2%years to address challenges related to environmental and soils conditions, biological concerns, drainage, wetlands concerns, utilities requirements and FAA constraints specifically related to ADG's designs and its development plans. The California Environmental Protection Act process, Phase 11 Environmental Site Assessment and FAA Form 7460 have been approved,with tree removal and burrowing owl surveys completed. National Environmental Protection Act process and wetland permitting process are nearly complete. Civil engineering plans for grading, drainage and utilities have been completed and submitted for review by Airport staff and the Contra Costa County Building Department. Construction drawings for their review can be completed within the next 45 days. Ill. Financial Capacity ADG has the financial capacity to execute its development plans for Buchanan Field Airport. Four lenders have expressed interest in providing over$14.3 million in construction financing for the project and are close to completing the underwriting process for the transaction. One of the prospective lenders provided construction financing to ADG for its last two hangar development projects in Chino and Palm Springs, California. ADG has secured preliminary commitments from its investors to provide $4.8 million in equity for the project. IV. Team ADG has assembled a highly qualified team comprised of local consultants, engineers and contractors who are collectively responsible for federal, state and local approvals, environmental and code compliance, design and construction: CA1DataI,C=ent ProjectslAviationlDevelopmentlAirportMuchanan\CorrespondancelPreitas.doc Mr. Keith Freitas May 28, 2008 Page 3 of 3 V Timing Construction can commence soon. Completion of construction drawings and final approvals from the County can be achieved within 120 days, at which time construction can commence. Completion carr follow by approximately 14 months. Keith,up until now, we have been through this "war" together and we've succeeded in resolving innumerable challenges. We're too close to getting this project built to quit now. We would liketo rescind termination of the lease, subject to the mutual approval of an amendment to the lease which addresses resolution of the drainage easements and the construction and conveyance of the Aviators' Lounge upon completion to the County or a non-profit organization. 1 look forward to hearing from you soon. Sincerely, BUCHANAN HANGARS LLC Michael E. Dunn Manager c: Supervisor Susan Bonilla via email Dist4(5_)bos.us Supervisor Mary Piepho via email Dist3(a)-bos.cccounty.us C:1DatalCurrent ProjertslAviationlDevelopmentlA.irportstBuahananlCorrespondancelFreitas.doe R BC' IIY ED Ii'ELnsTEa� & Scoter=EY ATTORNEYS A-r LAW HAN� 91 100 WILSHIRE BOULEVARD, SUITE 2.040 AIRPORT SAMA KONICA, CAT114-OTLNIA 90401 TEL (310) 899-?051JUN !� A M7 FAX (310) 899-2081 N' PETER N. iGOL KFY JOHN I. FEL.DSTED June 6,2000 Q' Mr.Keith Freitas Tia Facsinile and Federal 1; ress Director of Airports Contra Casta County Airports. 550 Sally Ride Drive Concord,California 94520-5550 Re: Aviation Deve]2M nt of Nine(9.Acre Parcel Dear Mr. Freitas: Tbank you for your letter of May 21,2008. On behalf of Silver Pacific Aviation,LLC,I would like to express our continued interest in developing the parcel constituting approximately nine(9)acres on the southwest side of Buchanan.Field which was the subject of our proposal dated December 20,2005. I have ernziosed a development deposit check for$25,000. Please give me a call at your convenience to discuss the next steps. I look forward to hearing from you. . Sincerely yoaus, ow, John.F.Feldsted JFF:lc enclosures AIRPORT PARTNERS, LLC AtRPO 1T 333 Civic Dr. Pleasant Hill,CA.94523 jull 12 P 2' 31 Junel 1,2008 Mr. Keith Freitas Contra Costa County Buchanan and Byron Airports 555 Sally Ride Dr. Concord,CA 94520 Subject: Opportunity to lease the I 1 Acre Site For Development(ADG's Site). Dear Mr.Freitas: After reviewing the Phase I and Phase II Environmental Studies as well as continuing our due diligence,it becomes evident that there is not enough inf6rmation from ADC's efforts or information received from,Agency Submittals to make an informed decision on this property in the time flame peimitted by airport staff. Furthermore, questions as to the cconorsiie viability of this project with the imposed design criteria by the airport makes this project unrealistic. Airport Partners, LLC formally withdraws its project proposal for this eleven(ADG's site only) acre proposed site. Subsequently,we placa a demand for our$25,000 dollar deposit and the check should be made out to the originator, Airport Properties,LLC and mailed to P.O. Box 239,Alamo, CA 94507. -With the refund of this check,this effectively terminates this RFP process and ally future development of this site will require a new RFP process. Thank you for your assistance and we look forward to working with you in the future. Sincerc,l I , Richard oberts Project Engineer c Gerald Alves,Dave Sanson,Bob Weiss,Board of Supervisors, County Administrator REQUEST TO SPEAK FORM (3 Minute Limit) I Wish.10 speak on Agenda Item #: C 13 Complete this,fo.rm and place it in the upright box near the bate: u speaker's podium, and wait to be called by the Chair. 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City: (L-l( MV C Z�, Phone: SO _ I ani speaking for:Myself ❑ Organization: ❑ I do not want to speak but would like to leave continents for the Board to consider (Use the back of this form) EXHIBIT D CONTRA COSTA COUNTY Buchanan Field and Byron Airports DATE: August 11, 2008 TO: Contra Costa County Board of Supervisors FROM: Keith Freitas, Director of Airports SUBJECT: Constituent Concerns Regarding the Buchanan Hangars LLC Project We received inquires regarding several issues related to the Buchanan Hangars LLC, sponsored by the Aviation Development Group (ADG), proposed aircraft hangar project at Buchanan Field Airport, related to these questions: 1. Do.the building heights of the new proposed development by Aviation Development Group violate FAA airspace/safety regulations and/or risk acquiring future aircraft instrument landing systems at Buchanan Field Airport? 2. Will the'ADG project preclude the FAA from installing a WAAS global positioning landing system at Buchanan Field Airport? 3. What was the Process for Selecting a Developer for the Former ADG Site Bidder Selection after ADG terminated their Lease? 1) Proposed Heights of the ADG Hangar Buildings—All development at Buchanan Field Airport is guided by the County's Buchanan Field Airport Policy and Standards for Development, which was adopted in 1979. On page 13, Section (E), Building Standards and Restrictions; "Height Restrictions" states that "the height of all buildings will be governed by the Federal Aviation Administration(FAA) Federal Aviation Regulations (FAR) Part 77". Title 14 of the Code of Federal Regulations (CFR) Part 77 furthers the prime objectives of the FAA to promote air safety and efficient. use of the navigable airspace. To accomplish this mission, aeronautical studies are conducted based on information provided by project proponents on an FAA Form 7460-1, Notice of Proposed Construction or Alteration, to determine the effect of a proposed structure on air navigation.A Part 77 process includes any proposed alteration or construction on or near an airport (within prescribed parameters) which may be impacted by proposed activity. The proposed alteration or construction may be either temporary or permanent in nature. The project sponsor must notify the FAA of proposed activity by submitting an executed FAA Form 7460-1 to the FAA Regional Office having jurisdiction over the area within which the proposed construction or alteration is located. This form must be submitted minimally 30 days in advance of such proposed activity is anticipated to begin or the date for a construction permit is to be filed. Once the FAA has completed the aeronautical study, they will make a determination regarding the impact to air navigation. One of three responses is typically issued: 1. No Objection — The proposed construction did not exceed obstruction standards and marking/lighting is not required; Board of Supervisors Page 2 of 4 2. Conditional Determination — The proposed construction/alteration would be acceptable contingent upon implementing mitigating measures (such as marking and lighting); or 3. Objectionable—The proposed construction/alteration is determined to be a hazard and is thus objectionable. The reasons for this determination are outlined to the project sponsor. Please note that Part 77 is a federally detailed and implemented process that has little or no involvement with local jurisdictions (in this case, Contra Costa County). The FAA receives and communicates directly with the project proponent. Typically, the local jurisdiction receives a copy of the submitted Form 7460-1 and then FAA final determination letter. Please further note that terms like "Protected Airspace" have been used to refer to the area where a building would penetrate the Part 77 airspace. This term is not defined or used by the FAA as it relates to Part 77 surfaces. In November 2007, the ADG submitted their executed FAA form 7460-1 to the FAA. On May 1, 2008, the FAA provided a Final Determination in the form of a conditional determination that stated they did not object to the proposed development providing they implemented identified mitigation measures. Specifically, the FAA required that two of the larger hangar units in Building C be lowered by five (5) feet and that Buildings A, C, D, E, F, G and H include obstruction lighting. Airport staff received the FAA determination and requested that two outside aviation consulting companies provide an independent review to determine if the building heights would impede the County's ability to acquire an instrument landing approach (see WAAS discussion in#2 below)that is currently under consideration by the FAA. The firms of Mead & Hunt, Inc. and Barnard Dunkelberg & Company both reviewed the ADG project under the instrument landing approach criteria. Both firms verified that the proposed ADG hangar building heights would not hinder a future instrument approach. Airport staff also discussed the issue with our State of California-Division of Aeronautics Safety Inspector. He also advised us that he did not foresee any safety or operational concerns related to the proposed project and building heights. Further, Airport staff discussed this issue with the FAA Western Flight Procedures Office staff as they are the ones tasked with evaluating the applicability of an instrument flight procedures approach for Buchanan Field. Rachelle Dailey, Assistant Manager, from the FAA Western Flight Procedures Office'reviewed the information and conveyed that the proposed building heights would not negatively affect the County's ability to acquire an instrument approach. Moreover, due to the complexity of the issues and the often misunderstanding that Part 77 is a primary consideration in making the instrument approach determination, she flew from Seattle to make a presentation to Airport stakeholders regarding the precision approach status for Buchanan Field Airport. During that meeting, she confirmed that Buchanan Field Airport is currently being considered for an instrument approach and that the height of the proposed ADG aircraft hangars would not interfere with that decision. Ms. Dailey further stated that Part 77 surfaces are notassociated with any instrument landing criteria. Rather, Part 77 strictly affects basic visual (clear day)flight rule operations. Consideration for new instrument landing flight procedures are evaluated by the Terminal Instrument Procedures Order(TERPS). TERPS generally takes three primary criteria into consideration; missed approaches, terrain and proximity to another airports' airspace. Board of Supervisors Page 3 of 4 Please note that the County Airport leases also include clauses to protect the future of the Airport should circumstances change which will result in changes to a leasehold property. For example, two standard clauses are"Condemnation and Cancellation by Lessor"which provide the County with the ability to either terminate a lease and/or remove any obstruction, including an aircraft hangar that impedes installation of a future technology that was not contemplated when the lease was created. This lease language provides the ultimate protection for a changing future. In summary, no concerns have been expressed by the FAA, aviation consulting firms, the State of California—Division of Aeronautics or other aviation experts related to the proposed ADG project that the building heights (with identified FAA mitigation measures) would impede the County's ability to 'implement an instrument approach at, or utility of, Buchanan Field Airport. Please note, if the County attempted to override federal jurisdiction regarding Part 77 related issues, it may violate our FAA grant assurances and may lead to legal action and/or a loss of future grant funding. 2) Status of an Instrument Landing Approach. The Wide Area Augmentation System (WAAS) is one navigation service that uses various Global Positioning System (GPS) satellites and geostationary satellites to provide precision aircraft landing capabilities at airports all over the United States. Initial operation of the system began in 2003 and is the system being considered at Buchanan Field Airport The Federal Aviation Administration's Airports District and Flight Procedures Offices direct the process for implementing WAAS approaches to particular airports. The Airports District Office must support a WAAS approach consideration and will then ensure infrastructure requirements are in place and assist with an aeronautical survey of the airport. Once this information is collected, FAA Flight Procedures will begin the process to determine WAAS approach feasibility and limitations, if any. Airport staff has been working with the FAA to upgrade Buchanan Field Airport with an instrument landing system. This process was formally initiated in November of 2001 when an aeronautical survey was completed for Runway 19R, the main instrument landing runway being considered. In 2006, however, due to the close proximity to the San Francisco and Oakland Airports airspace, the typical WAAS Localizer Performance with.Vertical (LPV)approach was deemed infeasible by the FAA Air Traffic Control Branch due to proximity to another airports' airspace. Once an airport is on the list for an instrument approach it is never removed unless requested by the airport sponsor. As such, due to impending changes to the WAAS LPV or LP criteria (publication is anticipated around August 2009), the FAA Flight Procedures Office staff will be reevaluating an instrument approach for Buchanan Field Airport based on the new criteria. Further, based on a 2007 Airport staff request, the FAA will also be initiating an aeronautical survey for Runway 32R, the second primary runway, so that a WAAS LPV,or LP approach could also be considered for that Runway. In summary, the Airport staff continues to work with our federal partner, the FAA, to upgrade the Buchanan Field Airport infrastructure, including the airport landing systems, as funding and technological opportunities become available. . Board of Supervisors Page 4 of 4 3)What was the Process for Selecting a Developer for the Former ADG Site Bidder Selection after ADG terminated their Lease? On May 12, 2008, ADG terminated their lease with Contra Costa County. Airport staff verified with County Counsel that the approved developer selection process allowed the County to select any of the three ranked bidders. Airport staff then contacted the 2nd (Airport Partners) and the 3rd (Silver Pacific) ranked bidders for the approximate 10 acre site at Buchanan Field Airport to determine their current interest in developing the property. Airport Partners, the 2nd ranked bidder, subsequently declined developing the site. Silver Pacific provided written confirmation of their development interest and provided a deposit check, on or about June 10, 2008. Since ADG had also expressed renewed interest in developing the site,Airport staff held the Silver Pacific deposit check until we determined the direction we would take for development negotiations. The County chose to proceed with ADG and Airport staff advised Silver Pacific of that decision on July 22. Silver Pacific asked that the new development deposit be returned with the request that if negotiationsfail to proceed with ADG that they would like the opportunity to be next considered (and would provide a development deposit again at that time). In summary, we are fortunate that we had three viable ranked proposals for this site and that two of the three bidders continue.to have development interest. The decision to work again with ADG was based on the increased financial returns to the Airport Enterprise Fund, project aesthetics, timing considerations and other selection ranking criteria that put them in the top ranked position originally. cc: Members-Board of Supervisors John Cullen, CAO Jason Crapo, Senior Deputy County Administrator Julie Bueren, Public Works Director Beatrice Liu, Deputy County Counsel ADDENDUM August 19, 2008 Agenda Items C.1.3 On this day, Supervisor Bonilla pulled item C.13 from.the Consent Calendar for discussion: ACKNOWLEDGE the May 12, 2008 Notice from Buchanan Hangars LLC, to terminate a 40 year ground lease between the County, as landlord, and BUChanan I-la'ngars LLC, as tenant, for approximately 10.3acres located on the west side of the Buchanan Field Airport. south of the Airport Offices;and APPROVE and AUTHORIZE the Director of Airports, or designee, to execute a 40 year ground lease between the County, as lessor, and Buchanan Ilangars LLC, as tenant, to execute an Access Easement Agreement with Buchanan I-lan( ars, LLC for access to the leased premises in connection with the above lease and to execute a Memorandum of the aforementioned Lease and Access Easement. (District IV) Supervisor Bonilla suggested the Board reconvene its Airport Ad-Hoc Committee and refer this item to the Committee for review due to the item's many complexities. She indicated there is a need to clarify County policy. She suggested the Committee be comprised of herself and Supervisor Piepho. The Chair called for public comment and.the following people spoke: ■ Richard Roberts, Pleasant i-Iill resident, submitted a speaker card but when called opted not to speak. ■ Dianne Lauren Cole, Friends of Concord Airport Association, thanked the Board for its support of the airport and said she was concerned that the Board was being dragged into addressing delays brought about by unnecessary roadblocks to the prgject. She said that in light of today's economic climate, the County should not miss this opportunity for economic development. ■ John C. Stuckc, Pacheco resident, said that the placement of this project will have a profound effect on the community. David Evans, Martinez resident,,said he would defer his comments to the subcommittee. By,a Linanii7ll ms, vole with S'uj?er1,1isor Gioia absent, the Board of,5z]pervisors tools the following action. RE-INSTATED the Board's.Ad-Hoc Airport Subcommittee and DIRECTED this item. C.13 from today's agenda, be referred to the Subcommittee for review and be subsequently brought back before the full Board.. log LEASE BETWEEN CONTRA COSTA COUNTY AND BUCHANAN HANGARS LLC H:\AirP0Tt\BLlch3nan Hangars,LLCTINAL LEASE 8-12-08.DOC' LEASE BETWEEN CONTRA COSTA COUNTY AND BUCHANAN HANGARS LLC 1. PARTIES.............................................................................................................................1 2. PURPOSE............................................................................................................................1 3. PREMISES..................:........................................................................................................1 4. TERM ..................................................................................................................................1 5. HOLDING OVER.................................................................................................................2 6. RENT. .................................................................................................................................2 7. ADDITIONAL PAYMENT PROVISIONS...............................................................................7 8. LESSOR PROCESSING AND TRANSACTION FEES.......................................................8 9. USE OF PREMISES ...........................................................................................................9 10. SUBLEASING ...............................................................................................................10 11. CONDITION OF PREMISES .........................................................................................13 12. SITE IMPROVEMENTS.................................................................................................14 13. UTILITY OBLIGATIONS ............... ............................................................................18 14. ALTERATIONS AND ADDITIONS...............................:................................................18 15. MAINTENANCE, REPAIR AND STORAGE .................................................................19 16. LAWFUL CONDUCT.....................................................................................................24 17. WASTE, QUIET CONDUCT, NUISANCE, POLLUTION...............................................24 H:\Airport\Buchanan Hangars,LLCTINI'AL LFASL•8-12-08.DOC 1 18. HAZARDOUS MATERIALS..........................................................................................24 19. STORMWATER DISCHARGE ......................................................................................26 20. RULES AND REGULATIONS.......................................................................................27 21. NOISE ORDINANCE......................................................................................................27 22. SECURITY...........................................................................:.........................................27 23. HOLD HARMLESS AND INDEMNIFICATION..............................................................28 24. INSURANCE .................................................................................................................29 0 25. TAXES...........................................................................................................................30 26. INSPECTION, ACCESS AND NOTICE.........................................................................30 27. ASSIGNMENT AND ENCUMBRANCES ......................................................................31 28. SURRENDER OF POSSESSION...................................................................................32 29. DEFAULT.........................................................................................................:............33 30. LESSOR'S REMEDIES........................................................................ ....34 ..................... 31. DESTRUCTION.................. 32. CONDEMNATION ........................................................................................................36 33. CANCELLATION BY LESSOR.....................................................................................37 34. FINANCING OF LEASEHOLD ESTATE.......................................................................38 35. - NON-DISCRIMINATION........:.......................................................................................40 36. OPERATION OF AIRPORT BY LESSOR.....................................................................41 37. AIRPORT.USE AND DEVELOPMENT ........................................................................42 HAAirport\Buchanan Hangars,L[_C\FINAL LEASE 8-12-08-DOC 11 38. DEVELOPMENT OF PREMISES.............................:....................................................42 39. INSTRUMENT OF TRANSFER.....................................................................................43 40. CHOICE OF LAW..........................................................................................................43 41. NOTICES...............................................................................:.......................................43 42. TIME IS OF THE ESSENCE...........................................................................................44 43. BINDING ON SUCCESSORS .......................................................................................44 44. INVALID PROVISIONS; SEVERABILITY.....................................................................44. 45 PROVISIONS ................................................................................................................44 46. ENTIRE AGREEMENT..................................................................................................44. 47. CUMULATIVE RIGHTS AND REMEDIES ....................................................................44 48. NO THIRD-PARTY BENEFICIARIES............................................................................45 49. AUTHORITY OF MANAGER ........................................................................................45 50. NO CONTINUING WAIVER ..........................................................................................45 51. COVENANT AGAINST LIENS; RECORDATION AGAINST PREMISES......................45 52. LEASE AUTHORIZATION ............................................................................................45 53. LEASE COUNTERPARTS............................................................................................46 54. HEADINGS AND CAPTIONS.........................................:...............................................46 55. SIGNATURES ...............................................................................................................47 H:`,Aupnrt\Buchanan Hangars,LLC\FINAL LEASE 8-12-08.DOC 111 EXHIBITS EXHIBIT A - SITE PLAN EXHIBIT B - PROPERTY DESCRIPTIONS EXHIBIT C - MINOR MAINTENANCE . EXHIBIT D - FORM OF SUBLEASE EXHIBIT E - FORM OF CONSENT, NON-DISTURBANCE AND ATTORNMENT AGREEMENT EXHIBIT F - MITIGATED NEGATIVE DECLARATION AND MITIGATION MONITORING PLAN EXHIBIT G - FORM OF SET-ASIDE LETTER EXHIBIT H - PHASE II ENVIRONMENTAL REPORT EXHIBIT I - DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT CONDOMINIUM ASSOCIATION, INC. EXHIBIT J - FORM OF EASEMENTS. EXHIBIT K- LIST OF APPROVED PLANS li:\Airport\Buchanan Han.gars,LLCTINAL LEASE 8-12-08.DOC iv LEASE BETWEEN CONTRA COSTA COUNTY AND BUCHANAN HANGARS LLC 1. PARTIES Effective on the day of , 2008, which is the date of approval of this Lease by the Board of Supervisors of Contra Costra County'(the "Effective Date"), the COUNTY OF CONTRA COSTA, a political subdivision of the State of California (the "County" or "Lessor"), and BUCHANAN HANGARS LLC, a Colorado limited liability company ("Tenant"), hereby mutually agree and promise as follows: 2. PURPOSE Lessor owns and operates Buchanan Field, a public airport located at Concord, California, (the "Airport"), as shown on the Airport Layout Plan, which plan is on file in the office of the County Director of Airports•("Director of Airports"). Tenant desires to lease approximately 10.3 acres of land to construct and maintain non-commercial aircraft hangars with or without connected office space for lease and sale to third parties as leasehold condominiums. The purpose of this agreement (this "Lease"), is to lease to Tenant that, certain 10.3 acre parcel of real property at the Airport, shown generally on the Airport site plan attached hereto as Exhibit A pursuant to the terms and conditions set forth herein. 3. PREMISES For and in consideration of the rent,'fees, and faithful performance by Tenant of the terms and conditions and the mutual covenants hereof, Lessor does hereby lease to Tenant, and Tenant hereby leases from Lessor, subject to all easements, restrictions, rights-of-way and encumbrances of record free of all tenancies or licenses to use, that parcel of real property described in Exhibit B and shown on Exhibit A, each of which is attached hereto andmade a part hereof (the "Premises"). Within five (5) business days following the Effective Date, Lessor shall record an easement for access to the Premises from Center Avenue and Sally Ride Drive, substantially in accordance with the form attached hereto as Exhibit J. 4. TERM This Lease is for a term of forty (40) years (the "Term"), commencing on the Effective Date and expiring on the last day of the fortieth (40th) year thereafter. The Effective Date shall also be known as the first day of Year 1 of the Lease. H:`Airport`•auchanan Han-ars,I_L.CTINAL LEASE 8-1 2-08-DOC 1 5. HOLDING OVER In the event Tenant shall.remain in possession of the Premises after the expiration of the Term of this Lease, such holding over shall not be deemed to operate as a renewal or extension of this Lease, but shall only create a tenancy from month to month, which may be terminated at any time by Lessor or Tenant upon thirty (30) days written notice. All terms and conditions of this Lease then in place shall govern the month-to-month tenancy. 6. RENT. Tenant shall pay to Lessor all rent and fees in lawful money of the United States as set forth herein in accordance with the following provisions: A. Construction Period Rent. Beginning on the first day of the month following the Effective Date and ending on the earlier to occur of (i) the last day of the twenty- third (23rd) month thereafter, or (ii) Substantial Completion (as defined below) of the Hangar Improvements described in Section 12 (such earlier date, the "Construction Period Rent Expiration Date"), the rental payment shall be Two Thousand and No/100 Dollars ($2,000.00) per month ("Construction Period Rent") payable in advance and without demand on or before the first day of each month. Construction Period Rent for any partial month shall be prorated at the rate of 1/30th of the monthly Construction Period Rent per day. The term "Substantial Completion" shall mean the date that the Hangar Improvements pass final inspection by the County Building Inspection Department. B. Ground Rent. Beginning on the day following the Construction Period Rent Expiration Date (the "Ground Rent Effective Date"�) Tenant shall pay ground rent to Lessor in the amount set forth in this Section 6.13 ("Ground Rent"). Beginning on the Ground Rent Effective Date, Ground Rent shall be payable in advance and without demand on or before the first day of each month during the Term of this Lease. Ground Rent for any partial month shall be prorated at the rate of 1/30th of the applicable monthly Ground Rent per day. Ground Rent for any portion of Year 1 following the Ground Rent Effective Date and Year 2 is Twenty-One Thousand and No/100 Dollars ($21,000.00) per month. Ground Rent for Year 3 and each year thereafter shall be increased by the change in the Consumer Price Index, 'determined in accordance with Section 6.C., except in years 10, 20, and 30, during which the Ground Rent shall be revalued in accordance with Section,6.D. In no event shall Ground Rent for any year ever be- less than the Ground Rent in effect for the immediately preceding year. In the event there is a decrease in the Consumer Price Index (CPI), Ground Rent for the year in question shall be the same as,the Ground Rent for the preceding year. I1:\Aiipnrt\Buchanan Hangars,LCCA INAL LEASE 8-12-08.DOC 2 C. Consumer Price Index Rent Adidstment. Effective upon the first day of Years 3 through 9, Years 11 through 19, Years 21 through 29, and Years 31 through 39, Ground Rent shall be increased (or remain unchanged, but not decreased), according to the change in the Consumer Price Index ("CPI") for the most recent one year period ending September 30. The maximum annual percentage increase in.Ground Rent based on a CPI increase shall be six percent (6%) annually. CPI, as used herein, shall mean the Consumer Price Index for all Urban Consumers, All Items, for the San Francisco- Oakland-San Jose Metropolitan Area (1982-84 = 100), as published by the Bureau of Labor Statistics of the U.S. Department of Labor, or its successor. . At no time will the Ground Rent be decreased by a CPI adjustment. In the event there is a decrease in the CPI, the Ground Rent for the year in question shall be the same as the Ground Rent for the preceding year. Lessor will notify Tenant of the increase in Ground Rent when Lessor completes the calculation of the increased rent. If the notice is after the effective date of the increase, Tenant will pay any increased rent retroactively to the effective date. D. Revaluation of Ground Rent. Ground Rent shall be revalued by Lessor on the ninth anniversary of the Effective Date, and thereafter, at the end of each succeeding ten (10) year period of the Lease Term with the revalued Ground Rent becoming effective as of the first day of the following year of the Term. Ground Rent shall be revalued on September 1, 2017, 2027, and 2037 (each, a "Revaluation Date"). Ground Rent shall be revalued based upon the fair market rental value of, the Premises without any improvements, using the Revaluation Process described in this Section 6.D, provided, however, that the revalued Ground Rent shall never be less than the Ground Rent during the preceding year. In, the event there is a decrease in the fair market rental value for the year in question, the revalued Ground Rent shall be the same as the Ground Rent for the preceding year.. Prior to each Revaluation Date, Lessor shall initiate the Ground Rent revaluation process as set forth in detail in Section 6.D(2) below, (the "Revaluation Process") for the determination of Ground Rent for the following period. Ground Rent established through the Revaluation Process shall be reviewed annually for CPI adjustment pursuant to Section 6.C. (1) Conditions of Revaluation. The revaluation of'Ground Rent, including any appraisals prepared as part of the Revaluation Process, shall be conducted under the following conditions: a) All negotiations and actions taken by Lessor and Tenant under this Section shall be undertaken and conducted by the parties in good faith. b) If the Revaluation Process is not concluded by the Revaluation Date, the Ground Rent determined by the Revaluation Process described herein shall be retroactive to the Revaluation Date to which the Revaluation Process applies. Tenant shall make any H:\Airport"Buchanan Hangars,LLCTINAL LEASE 8-12-08.D0C 3 retroactive payments of Ground Rent no later than thirty (30) days following the completion of the Revaluation Process. c) Except as otherwise provided herein, no waiver by Lessor of any of the provisions of this Section shall be.deemed to have been made by Lessor, unless made expressly in writing by the Director of Airports and no waiver by Tenant shall be deemed to have been made unless made expressly in writing by the duly authorized agent of Tenant. d) All time periods specified in this .Section shall be counted in calendar days. (2) Revaluation Process. The Revaluation Process shall consist of the following: a) Lessor shall make an initial determination of the amount of the Ground Rent revaluation (the "Lessor Revaluation") and shall notify Tenant in writing of the amount of.the new monthly Ground Rent (the "Revaluation Notice"). b) If Tenant disagrees with the Lessor Revaluation, Tenant may file with Lessor a dispute of the amount of the Lessor Revaluation ("Tenant Dispute") and include Tenant's proposed Ground Rent revaluation amount. The Tenant Dispute must be in writing and delivered to the Director of Airports no later than twenty-one (21) days after the Revaluation Notice is delivered to Tenant (the "Dispute Period"). In the event that Tenant does not file a Tenant Dispute with Lessor within the Dispute Period, the Lessor Revaluation shall automatically be deemed to be accepted by Tenant, Tenant shall be deemed to have waived the right to contest the amount of the Lessor Revaluation, and the new Ground Rent, as initially determined by Lessor, shall become effective on the applicable Revaluation Date, and the Revaluation Process shall be concluded. c) If Tenant delivers a Tenant Dispute to Lessor within the Dispute Period, Lessor and Tenant shall have twenty-one (21) days following Lessor's receipt of the Tenant Dispute to attempt to establish a new Ground Rent by negotiation (the "Rent Negotiation Period"). . The Rent Negotiation Period may not be extended beyond the initial twenty-one (21) day period except by mutual written agreement of Tenant and the Director of Airports. d) If Lessor and Tenant are unable to agree upon a new Ground Rent during the Rent Negotiation Period, including any agreed upon written extension thereof, then Lessor and Tenant shall proceed to I L\Airport\Buc hanan Hangars,LLC\FfNAL LEASE 8-12-08.DOC 4 the next step in the Revaluation Process by each appointing an appraiser to appraise the fair market value of the Premises and providing written notice to the other identifying that party's appraiser. The appointment of the appraiser shall be made and notice of-the appointment shall be given to the other party not less than twenty-one (21) days after the end of the Rent Negotiation Period (including any agreed-upon extension thereof) (the "Selection Period"). Each appraiser shall be a member of the American Institute of Real Estate Appraisers, have the designation of Member of the Appraisal Institute ("MAI"), and shall have current aviation appraisal experience in appraising property in the geographic real. estate market where the Premises is situated. Each party shall be responsible for paying the fees and costs of the. appraiser it has selected. In the event that Tenant does not appoint an appraiser and provide Lessor with written notice of the appointment within the Selection Period (i) the initial .Lessor Revaluation shall automatically be deemed to be accepted by Tenant, (ii) the new monthly Ground Rent, as initially determined by the Lessor Revaluation, shall become effective on the applicable Revaluation Date, (iii) Tenant shall be deemed to have waived the right to further contest the amount of the Lessor Revaluation by arbitration or in any other manner, and (iv) the Revaluation Process shall be concluded. In the event that Lessor does not appoint an appraiser and provide Tenant with written notice of the appointment within the Selection Period specified in this Section above, (i) the new monthly Ground Rent shall be the Ground Rent as determined by Tenant's appraiser, or as determined in the preceding revaluation of Ground Rent, whichever is greater, (ii) such new monthly Ground Rent shall become effective on the applicable Revaluation Date, (iii) Lessor shall be deemed to have waived the right to contest the amount of the new monthly Ground Rent by arbitration or in any other manner, and (iv) the Revaluation Process shall be concluded. e) If Lessor and Tenant each properly appoint an appraiser during the Selection Period, the issue of the Ground Rent revaluation shall be submitted to the two appraisers to each make an independent determination of the fair market value of the Premises. Each appraisal must be completed and a copy of the appraisal report delivered to the other party no later than sixty (60) days from the date of his or her appointment (the "Appraisal Period") unless otherwise extended by the mutual agreement of Lessor and Tenant. HAAiiport\[3uchanan Hangars,LI_OHNAL LEASE 8-12-08.DOC 5 f) Upon completion of both of the above appraisals, Lessor and Tenant shall make a final attempt to establish a new monthly Ground Rent by negotiation. In the event that Lessor and Tenant cannot agree on a revaluation of the monthly Ground Rent, either Lessor or Tenant may declare an impasse in the negotiations by providing written notice of the impasse to the other party. The written notice of impasse (the "Final Proposal") shall include all of the following information: (i) a statement that the declaring party has determined that negotiations have reached an impasse; (ii) the declaring party's final proposed Ground Rent revaluation figure; (iii) a statement that the recipient has ten (10) days to either give written acceptance of the amount of the Ground Rent revaluation specified in the Final Proposal or deliver a counter-final proposal (the "Counter-Final Proposal") to the declaring party; and (iv) any other supplementary information as the declaring party deems appropriate. The party upon whom the Final Proposal is served shall then have ten (10) business days following receipt of the Final Proposal to either accept the Final Proposal or to reject the Final Proposal and deliver a Counter-Final Proposal to the declaring party. g) If neither the Final Proposal nor the Counter Final Proposal is accepted, not later than forty-five (45) days after delivery of the Final Proposal, the appraiser selected by Lessor and the appraiser selected by Tenant shall jointly select a third appraiser with the designation of MAI and with current aviation appraisal experience and who has substantial experience in appraising property in the geographic real estate market where the Premises is situated. The third appraiser will determine whether the parties will use Lessor's fair market revaluation appraisal or Tenant's fair market revaluation appraisal. The third appraiser shall render a final written decision within thirty (30) days of his appointment. The cost of the third appraiser shall be shared equally by Lessor and Tenant. The appraiser's decision shall be binding on all parties and shall apply retroactively to the Revaluation Date. E. Fuel Flowage Fees. In the event Tenant self-fuels aircraft on the Premises, on the first day of each calendar quarter, Tenant shall pay to Lessor a fuel flowage fee for the preceding quarter equal to $0.08 per gallon (the "Fuel Flowage Fee"). The Fuel Flowage Fee shall increase annually by $0.005 per gallon. The first annual increase shall take place one (1) year from the Ground Rent Effective Date. The Fuel Flowage Fee shall be reviewed and may be revised by Lessor in its sole discretion every five (5) years after the Effective Date of this Lease. Lessor shall give notice to Tenant in writing of any revised Fuel Flowage Fee, which shall be effective the month after such notice is given. H:\Airport\Buchanan Hangars,LLCTINAL LEASE 8-12-08.DOC 6 Tenant may operate a fueling facility or fuel truck on the Premises for the purpose of self-fueling of based aircraft only. ,All self-fueling must be in compliance with Federal Aviation Administration Advisory Circular 150/5190-5. No fueling of automobiles or trucks is allowed on the Premises. Aircraft not owned by Tenant or Tenant's Sublessee may not be taxied to Tenant's fueling facility, and fuel may not be delivered to such aircraft by operation of a fuel truck, or provide any other assistance in the fueling of such aircraft. F. Records to Be Maintained. Tenant shall record all,sales or other transactions, whether cash or credit, and shall keep full and accurate books of account and records in accordance with United States Generally Accepted Accounting Principles consistently applied, including without limitation, a sales journal general ledger, and all bank account statements showing deposits of gross receipts revenue. In addition, Tenant shall keep all cash register receipts with regard to gross receipts, credits, refunds and other pertinent transactions, as well as record of any other exclusions or deductions from gross receipts. 7. ADDITIONAL PAYMENT PROVISIONS A. Late Rental Payments. In addition to Construction Period Rent and Ground Rent, Tenant shall pay as additional rent, all other charges, costs and fees required to be paid by Tenant pursuant to the provisions of this Lease (such amounts, "Additional Rent," and together with Ground. Rent and Construction Period Rent, "Rent"). In the event Tenant fails to pay Lessor Rent due under this Lease within five (5) days after such amount is due, Tenant shall pay to Lessor a late charge of One Hundred and No/100 Dollars ($100) per occurrence (the "Late Charge"), plus interest on said unpaid balance at a rate of one and one-half percent (1-1/2%) per month, from the date said payment was due and payable until paid in full. Tenant shall pay all Late Charges, as Additional Rent on or before the date the next installment of Rent is due. Lessor and Tenant hereby agree that it is and will be impracticable and extremely difficult to ascertain and fix Lessor's actual damage from any late payments and, thus, that Tenant shall pay as liquidated damages to Lessor the Late Charge specified in this Section, which is the result of the parties' reasonable endeavor to estimate fair average compensation therefore (other than attorneys' fees and costs). Lessor's acceptance of the Late Charge as liquidated damages shall not constitute a waiver of Tenant's default with respect to the overdue amount or prevent Lessor from exercising any of the rights and remedies available to Lessor under this Lease. . B. Form and Place of Payment. All Rents and fees shall be paid in cash or by personal check, certified check, or money order, payable to the County of Contra Costa, and must be received on or before due date at the Director of Airports Office, 550 Sally Ride Drive, Concord, California 94520, or at such other place as Lessor may designate from time to time. H:\Airport\Buchanan Hangars,LLCTINAL LEASE 8-12-08.DOC 7 C. Returned Checks. If a check written by Tenant is returned for insufficient funds, Lessor may impose a reasonable service charge in addition to any Late Charge and in addition to any charges imposed by the bank. Lessor may require Tenant to pay Rent by certified check or money order if Tenant's bank or banks have returned one or more personal checks in any twelve (12) month period. D. Security Deposit. Upon execution of this Lease, Tenant shall pay to Lessor the sum. of Forty-Two Thousand and No/100 Dollars ($42,000.00) in cash or by certified check payable to Lessor as security for the faithful performance of the terms, covenants, and conditions of this Lease (the "Security Deposit"). If Tenant is in Default under the terms of this Lease, Lessor may in its sole discretion (but shall not be required to) apply the Security Deposit, or any portion of it, to any expense, loss or (i) any Rent or other sum in default, (ii) any amount that Lessor may spend or become obligator to spend in exercising Lessor's rights under this Lease, or (iii) damage sustained by Lessor resulting from Tenant's Default. Upon demand by Lessor, Tenant shall immediately pay to Lessor a sum equal to the portion of the Security Deposit expended or applied by Lessor as provided in this Section 7.D. so as to maintain the Security Deposit in the sum initially deposited. Upon the expiration or termination of this Lease and a final accounting by Lessor, any remaining Security Deposit balance shall be refunded to Tenant, without interest. Tenant waives the provisions of California.Civil Code Section 1950.7, and all other provisions of law in force or that become in force after the Effective Date of this Lease, that provide that Lessor may claim from a Security Deposit only those sums reasonably necessary to remedy defaults in the payment of Rent, to repair damage caused by Tenant or to clean the Premises. Lessor and Tenant agree that Lessor may, in addition, claim those sums reasonably necessary to compensate Lessor for any other foreseeable or unforeseeable loss or damage caused by the act or omission of Tenant or Tenant's officers, agents, employees, independent contractors or invitees. 8. LESSOR PROCESSING AND TRANSACTION FEES In the event that Tenant requires or requests Lessor's review, investigation, processing, recordation, or any other action in connection with any Tenant document, proposal or other matter (such as review of a proposed assignment or other transfer, an estoppel certificate or financing of Tenant's leasehold interest hereunder), Tenant shall pay such costs and expenses incurred by Lessor thirty (30) days after demand therefore by Lessor. Tenant shall pay to Lessor a transaction fee of Two Thousand Five Hundred and No/100 Dollars ($2,500.00) ("Transaction Fee"), plus all of Lessor's costs, including, but not limited to, staff time at rates determined by the County Auditor, for Lessor's time spent in connection with Lessor's reviewing a transaction until such transaction is completed. The Transaction Fee shall be increased by $500.00 every five (5) years after the Effective Date. A Transaction Fee will not be imposed in connection with the sale of an interest in a hangar unit on the Premises, including the initial sales of the leasehold condominiums and the documents executed in connection therewith. 1-I:\Airport\Buchanan HangarS,LI-C\rINAI-LEASE 8-12-08.DOC 8 In addition to Transaction Fees, Tenant shall pay Lessor a fee of Three Thousand and No/100 Dollars ($3,000.00) within thirty (30) days of the sale of an interest in a.hangar unit on the Premises .(the "Sales Transaction Fee"). A Sales Transaction Fee will not be imposed in connection with the initial sale of a leasehold condominium and the sublease of a portion of the Premises from Lessee to the initial purchaser of a leasehold condominium. Within thirty (30) days of the sale of any hangar unit, Tenant shall provide the Director of Airports with (i) notification thereof, including the information required by Section 10.G, (ii) a copy of any Sublease or assignment of Sublease executed in connection therewith, and (iii) payment of the Sales. Transaction Fee. 9. USE OF PREMISES The Premises shall be used only for the operation and maintenance of non-commercial aircraft hangars with or without connected office space, which may be leased and sold to third parties as leasehold condominiums and for no other purpose under the terms and conditions set forth in this Lease. Tenant may sell hangar units to third parties, but may not transfer any interest in a hangar unit in a manner that may be construed to be granting the purchaser anything other than an interest for a term of years, i.e.; grant deed, warranty deed or other type of.deed conveying an interest in the Premises or the improvements. Any office space connected to a hangar unit must be owned by the owner of the hangar unit and cannot'be sold separately from the connected hangar unit. A. Uses Permitted on the Premises. The following are the only uses permitted on the Premises: (1) Storage of aircraft leased or owned by Tenant or any Sublessee or Sub- Sublessee (as such terms are defined in Section 10); (2) Minor Maintenance (as such term is defined in Exhibit C hereto) of aircraft owned or leased by Tenant or any of Tenant's permitted Sublessees or Sub-Sublessees, provided that all'Minor Maintenance is performed ONLY by (i) the owner of the aircraft, (ii) a bona fide employee or contractor of the owner of the aircraft, or (iii) an established Buchanan Field Airport Fixed Base Operator; (3) Operation of aircraft on a non-commercial aviation basis; (4) The initiation (start up or taxi out of aircraft) or termination (taxi in and shut down of an aircraft) for FAR Part 135 or Charter operations; (5) Aviation-oriented use of office space; (6) Hangar storage of aircraft other than Tenant-owned aircraft pursuant to a Sublease entered into under Section 10; (7) Self-fueling of based.aircraft, pursuant to Section 6.E; and H:\lirport\Buchanan Hangars,LLC\fINAL LEASE 8-12-08.130C 9 • ' i (8) Commercial aviation operations that are approved in advance and in writing by the Director of Airports. B. Uses Not Permitted on the Premises. The following uses of the Premises are specifically prohibited: (1) Any commercial aviation activities, including but not limited to, charter or FAR Part 135 operations, including enplanement or disenplanement of passengers, except as, expressly permitted in Section 9.A. above; (2) Maintenance, except as expressly permitted in Section 9.A; (3) Use or subletting of any portion of the Premises for storage purposes, except as expressly permitted in Section 10; (4) Flight instruction for hire; (5) Sale of aviation supplies or services; (6) Aircraft fueling for commercial purposes; (7) Aircraft may not be washed on the Premises; and (8) Any use not expressly permitted in Section 9.A. Without limiting the provisions of this Section 9, the incidental non-aviation-oriented use of office space appurtenant to a hangar by Tenant or one of its permitted Sublessees using the hangar for aircraft storage would not, by itself, violate the provisions of Section 9 or Section 10. Any use of office space appurtenant to a hangar by a third party, which use is not related to the storage of an aircraft in the hangar, for non-aviation-oriented related purposes would violate the terms of this Lease. 10. SUBLEASING Tenant may enter into sublease agreements for portions of the Premises with . subtenants who have purchased a leasehold condominium on the Premises for the purpose of aircraft storage in the hangar and aviation-oriented use of the office space (each, a "Sublessee"), in the form of sublease attached hereto as Exhibit D, (each, a "Sublease"), pursuant to such rules and regulations adopted from time to time by Lessor, including those set forth below in this Section 10. A Sublessee may only further sublease its interest in its Sublease once. Any sublessee -of a Sublessee (a "Sub-Sublessee") shall not further sublease or assign its interest in the Sublease. Any sublease by a Sublessee (a "Sub-Sublease") shall be in the form of sublease attached hereto as Exhibit D and shall be pursuant to such rules and regulations adopted from time to time by Lessor, including but not limited to the following: HAAirport\Buchanan Hangars,LLCTINAL LEASE 8-12-08.DOC 10 A. All Subleases and Sub-Subleases shall be subject to the terms and conditions of, and be subordinate to, this Lease, and each Sublessee and Sub-Sublessee shall be bound by the terms of this Lease. All Subleases and Sub-Subleases shall include a provision whereby the Sublessee or Sub-Sublessee thereunder warrants that it has received and read (1) this Lease, and (2) the Declaration of Condominium (as such term is defined in Section 27.C). No Sublease or Sub- Sublease shall be for a term greater than the Term of this Lease. A Sublessee may assign its interest in its Sublease to a third party without Lessor's approval or consent. Notice of any assignment by a Sublessee of its interest in its Sublease shall be provided pursuant to Section 1O(G) below. B. Each Sublease and Sub-Sublease shall not create a landlord-tenant or any other legal relationship between Lessor and any Sublessee or Sub-Sublessee. Tenant is, and shall remain, entirely responsible for the full performance of this Lease and shall not be released of any of its obligations hereunder as a result of it entering into a Sublease. Any Sublessee under a Sublease shall have the right to encumber its subleasehold interest in the Premises (including any improvements thereon), with no more than two (2) deeds of trust or any other form of real property security (any such security, a "Sublease Mortgage"). Each Sublease Mortgage shall be subject to all the conditions, covenants and restrictions contained in this Lease and to all rights and interests of Lessor. Neither Tenant, nor any Sublessee or Sub-Sublessee shall convey any type of a fee interest in the Premises or the improvements thereon to any third party. C. No commercial operations are permitted by Tenant, any Sublessee or Sub- Sublessee without the advance written consent of the Director of Airports. If a Sublessee or Sub-Sublessee is found to be conducting any commercial activity in a hangar unit or office space, Tenant shall immediately serve such Sublessee or Sub-Sublessee with a thirty (30) day cure or quit notice and concurrently serve the Director of Airports with such notice. In the event the offending Sublessee or Sub-Sublessee fails to cease conducting the prohibited commercial activity within thirty (30) days of service of the cure.or quit notice, Tenant shall terminate such Sublessee's Sublease or Sub-Sublessee's Sub-Sublease. Without limiting the foregoing or the provisions of Section 9, the incidental non- aviation use of office space appurtenant to a hangar by Tenant or one of its permitted Sublessees using the hangar for aircraft storage would not, by itself, violate the provisions of Section 9 or 10. Any use of office space appurtenant to a hangar by a third party, which use is not related to the storage of an aircraft in the hangar, for non-aviation related purposes would violate the terms of this Lease. In the event a Sublessee or Sub-Sublessee receives the advance written consent of the Director of Airports to conduct commercial operations on the Premises, the following provisions shall be included in the form of sublease attached hereto as Exhibit D: 1+\Airport\13uchanan Hangars,LLORNAL LEASE 8-12-08.DOC 11 "(1) License Agreements. Sublessee understands that the underlying Premises are owned in fee by the County of Contra Costa ("County"), and that Sublessor has entered into a lease with County for the subleased Premises. Concurrent with the execution of this Sublease, and as further consideration hereof, Sublessee shall be required to enter into a license agreement (the "License Agreement") with County, subject to terms and conditions as established between County and Sublessee for the privilege of conducting its business on the Airport and in consideration for the impacts its business has on the Airport property. Sublessee shall have no right to operate under this Sublease until the License Agreement has been executed by County and Sublessee. (2) Cancellation. Sublessee understands and agrees that, in the event (i) of Sublessee's failure to enter into the License Agreement, (ii) nonperformance of any provision of the License Agreement, (iii) default or breach of the License Agreement, or (iv) the License Agreement is terminated for any reason, Sublessor shall have the right to cancel and/or terminate this Sublease Agreement within ten (10) days after written notice to Sublessee." D. In the event Lessor enters into a License Agreement with a Sublessee or Sub- Sublessee for the operation of Sublessee's or Sub-Sublessee's business on the Premises, as described in this Section 10, then, upon the effective date of written notice by the Lessor of the default of a License Agreement by any Sublessee or Sub-Sublessee (subject to any notice and cure rights such Sublessee or Sub- Sublessee may have under the License Agreement) or of the termination of a License Agreement by the Lessor, Sublessee or Sub-Sublessee, Tenant shall either (a) cancel or otherwise terminate the Sublease or Sub-Sublease within ten (10) days of the date of written notice by the Lessor of the default, or (b) cure such Sublessee's or Sub-Sublessee's default within ten (10) days of the date of written notice by the Lessor of the default. Failure to do so shall constitute a default of this Lease by Tenant. E. Concurrent with Tenant entering into a Sublease, Lessor and the Sublessee shall enter into a Consent, Non-Disturbance and Attornment agreement in the form of Exhibit E, attached hereto. F. To the extent that Tenant subleases hangar units, Tenant or its authorized representative shall be available between 8:00 a.m. and 5:00 p.m., either at the Airport or by telephone/facsimile to discuss Subleases, Sub-Subleases, Sublessee and Sub-Sublessee issues and to conduct business. G. Within thirty (30) days of the execution of an assignment of a Sublease or the execution of a Sub-Sublease, Tenant shall deliver to Lessor a copy of the assigned Sublease or new Sub-Sublease entered into by Tenant or Sublessee, as the case may be, which Sublease assignment or Sub-Sublease agreement shall contain the name, address, and telephone number of the Sublessee or Sub- 1-1:\Airport\Buchanan Hangars,LLOFINAL LEASE 8-12-08.DOC 12 Sublessee, the identification and make of all of the Sublessee's or Sub- Sublessee's hangared aircraft, and any other information that Lessor may reasonably require from time to time. H. Tenant is responsible for all materials stored in the hangars, whether said materials are stored by Tenant or by Tenant's agents, employees, Sublessees, Sub-Sublessees or any other persons. The Director of Airports shall have the right to determine, in his,or her sole discretion, what items may be stored in the hangar. Tenant shall inspect all hangar space not less than once each year to determine if materials that violate any applicable codes, or that have not been authorized by the. Director of Airports ("Unauthorized Materials"), are being stored in the hangar space, and shall require the immediate removal of Unauthorized Materials. If a Sublessee or Sub-Sublessee is found to be storing any Unauthorized Materials in a hangar unit or office space, Tenant shall immediately serve such Sublessee or Sub-Sublessee with a fifteen (15) day cure or quit notice and concurrently serve the Director of Airports with such notice. In the event the offending Sublessee or Sub-Sublessee fails to remove any Unauthorized Materials within fifteen (15) days of service of the cure or quit notice, Tenant shall terminate such Sublessee's Sublease or such Sub- Sublessee's Sub-Sublease. 11. CONDITION OF PREMISES A. Condition of the Premises. Except as otherwise expressly stated in this Lease, Lessor hereby lets, demises and leases, and Tenant takes the Premises in an "as is" physical condition with no warranty, express or implied, on the part of Lessor as to the condition of any existing improvements, the condition of the soil or the geology of the soil. It shall be the sole responsibility of Tenant, at its sole cost and expense, to investigate and determine the suitability of the soil, geologic, environmental and seismic conditions of the Premises for the intended development contemplated herein. B. Tenant Independent Investigation. Lessor and Tenant acknowledge that Tenant has investigated the condition of the Premises to its satisfaction, including the presence of any contaminants, or Hazardous Materials (as such term is defined in Section 18(A)) in air, soil, groundwater or surface water in, on or under the Premises and pollutants of any kind located on or within the Premises, through, among other things, the preparation of a phase II environmental report which is attached hereto as Exhibit H and incorporated herein (the "Phase II Environmental Report"). Lessor makes no representation or warranty, express or implied, as to the physical condition of the Premises, including, but not limited to the condition of the air, soil, surface water or groundwater, the geology, the presence of known and unknown faults, the presence of any Hazardous Materials or other kinds of contamination or pollutants of any kind in the air, soil, groundwater or surface HAAirport\Buchanan Hangars,LLC\FINAL LEASE 8-12-08.DOC 13 water, or the suitability of the Premises for the construction and use of the improvements thereon. C. No Concealment. Notwithstanding anything in this Lease to the contrary, Lessor represents to Tenant that Lessor is not concealing any knowledge of the presence of contamination possessed by the current officers and managers of the Airport; provided, however, that Lessor makes no representation regarding what would be revealed by a review and search of its records, interviews of its employees or past employees or the undertaking of due diligence to discover any information or knowledge not now known to its present officers and managers. D. Phase II Findings. This Lease imposes no responsibility or obligation on Lessor to prepare or implement any remediation plan or to attain remediation of the Premises to a level of standard required for Tenant's use or any other purpose. Lessor makes no warranties, representations, covenants or agreements concerning remediation for the purposes of Tenant's use or any changes in Environmental Laws affecting such uses. The. respective agreements and obligations of Lessor and Tenant under this Section 11 shall survive the expiration or termination, for any reason, of this Lease. 12. SITE IMPROVEMENTS Tenant shall construct all site improvements as provided in final construction plans to be approved by Lessor as set forth below. The improvements required by this Section 12 shall hereafter be referred to as the "Hangar Improvements." A. Construction of Improvements. Tenant shall only construct those Hangar Improvements that are approved in writing in advance by Lessor. At a minimum, Tenant shall construct the following as set forth in Tenant's response to County's request for proposal: (1) Approximately 140,000 square feet of hangar space (not to exceed 142,400 square feet), capable of handling aircraft and comprised of hangars ranging in size from 45' x 40' hangars to 80' x 80' hangars; (2) Approximately, but no more than, 30,000 square feet of office and storage space to be associated with the hangar space; (3) Parking spaces for use by employees, passengers, crew members, and other visitors to the Premises and landscaping; and (4) Aircraft parking ramp, taxi space and landscaping as approved by Lessor. B. Plans and Lessor's Approval. Tenant has obtained the Director of Airports' written approval of all plans and specifications for the Hangar Improvements. (together "Plans") for buildings, paving, landscaping, or other improvements, IL\.Airport\Buchanan IIangars.LI_C:\I=fNA1-LEASE 8-12-08.DOC 14 and Tenant shall not be required to obtain further approval for its construction drawings from the Director of Airports, unless and only to the extent that the construction drawings materially differ from the Plans. A list of the approved Plans is attached hereto as Exhibit K and incorporated herein by reference. Any further revisions to the Plans requested or required by the Director of Airports shall be (i) subject to Tenant's approval in its sole discretion, and (ii) Tenant's .approval may be conditioned upon Lessor reimbursing Tenant for any additional costs or expenses and/or for extending the Construction Period Rent Expiration Date for any period of delay caused by the revisions. All Hangar Improvements shall conform with any reasonable requirements of Lessor and shall be constructed or installed in conformance with the Plans, and all applicable statutes, ordinances, building codes, 'Airport Policy and Standards for Development, and rules and regulations of Lessor, and such other authorities as may have jurisdiction over the Premises or Tenant's operations thereon, including, but not limited to, the County Building Inspection Department, County Public Works Department, the County Community Development Department, and/or the Federal Aviation Administration. Tenant shall -be solely responsible for obtaining all necessary permits and approvals, and for paying any and all fees required for said construction. Lessor's approval of Tenant's Plans shall not constitute a representation or warranty as to such conformity and responsibility therefore shall remain at all times in Tenant. The County Board of Supervisor's has. approved and adopted a Mitigated Negative Declaration in compliance with the California Environmental Quality Act necessary for the development of the. Hangar Improvements. Copies of the Mitigated Negative Declaration and Mitigation Monitoring Plan are attached hereto as Exhibit F. Tenant shall comply with all measures identified in the Mitigation Monitoring Plan. C. Construction Schedule. Within ninety (90) days following approval of the Plans by the Director of Airports, Tenant shall submit the Plans to the County Building Inspection Department for its review and approval. Tenant may commence construction of the Improvements after it has received a grading permit for the Improvements from the County Building Inspection Department, and Tenant will commence construction of the Improvements within forty-five (45) days after it has"received a grading permit for the Improvements from the County Building Inspection Department. Tenant shall complete the construction of the Hangar Improvements no later than the last day of the twenty- third (23rd) month after the commencement of the Construction Period Rent. Tenant shall provide Lessor with a Notice of Intent to Construct the Hangar Improvements at least twenty (20) days prior to construction or delivery of materials to the Premises. ]-1:\AiiPortU3uchanan Hangars,LLCTINAL LEASE 8-12-08.DOC 15 The deadlines provided in this Section and the Ground Rent Effective Date may be extended upon written approval of the Director of Airports in consideration of time lost as a result of work stoppages, strikes, shortages of material, acts of God, or other reasons beyond Tenant's control. The Director of Airports' approval is not to be unreasonably withheld. D. Payment of Labor; Security for Performance and Payment. 1. Tenant will pay or ensure that payment is made (a) to mechanics, materialmen, contractors, subcontractors, lessors of equipment, artisans, architects, registered engineers, licensed land surveyors, machinists, builders, teamsters, and draymen, and all persons and laborers of every class performing labor upon or bestowing skill or other necessary services on, or furnishing materials or provisions or leasing equipment to be used or consumed in or furnishing appliances, teams, or power to the Hangar Improvements, (b) for amounts due under the California Unemployment Insurance Code with respect to work or labor performed in connection with the Hangar Improvements, and (c) for any amounts required to be deducted, withheld, and paid over to the California Employment Development Department from the wages of those persons set forth in subsection (a) above pursuant to Section 13020 of the Unemployment Insurance Code with respect to the work and labor performed in connection with the Hangar Improvements. 2. Not less than ten (10) working days before the commencement of construction of the Hangar Improvements, Tenant shall, at its sole cost and expense, furnish to Lessor a set-aside letter from a bank selected by Tenant and reasonably acceptable to Lessor, addressed to Lessor pledging to set aside one hundred percent (100%) of the funds remaining in the loan to pay for the cost of the Hangar Improvements and all other necessary appurtenances specified herein, as security for the payment of all labor, materials, provisions, supplies and equipment used in, upon, for or about the performance of construction work or labor provided in connection with the Hangar Improvements of any kind whatsoever. The set-aside letter shall substantially conform to the form of letter attached hereto as Exhibit G. 3. In addition to the original set-aside letter, Tenant shall provide the Director of Airports with copies of any third party inspections performed for the lender relating to the construction loan and construction of the Hangar Improvements, as well as copies of draw requests from the general contractor constructing the Hangar Improvements, during the initial construction of the Hangar Improvements. E. Inspection and Acceptance. Tenant shall be responsible for obtaining any necessary permits from all County departments having jurisdiction over the Airport, including but not limited to, the Building Inspection Department, the II:\Airpurt\Buchanan Hangars,LLCTINAL LEASE 8-12-08.DOC 1.6 Community Development Department and the Public Works Department, and all other agencies having jurisdiction over the Airport. All Hangar Improvements, including but not limited to buildings, on the Premises, shall be subject to inspection, testing, and acceptance in accordance with applicable law by the County Public Works Department and Building Inspection Department. Nothing in this Lease shall be construed as approval by Lessor or any other governmental entity acting in its or their governmental capacity of the Hangar Improvements or to release Tenant from any governmental application, review or requirement. F. No Warranties. The inspection, testing and acceptance by Lessor under this or any other section of this Lease, of any plans submitted by or acts performed by Tenant shall not constitute a warranty by Lessor, and shall not relieve Tenant of its obligation to fulfill the provisions of this Lease and of the Plans as approved by Lessor, nor shall Lessor be thereby estopped from exercising any of its remedies provided at law or equity or under this Lease. G. Engineering. Tenant shall be responsible for all engineering work and the accuracy thereof. Any material deviations from the approved Plans must have prior written approval by Lessor. H. Utilities. Upon the prior written approval of the Director of Airports, Tenant may install any utilities on the Premises at its own cost and expense and shall pay any and all connection, inspection, and service fees in connection therewith. Lessor will cooperate with Tenant in obtaining easements necessary for the installation of utilities on the Premises. I. Paving and Concrete. Tenant shall upgrade the pavement for the aircraft movement areas and concrete hangar floors such that they will accommodate the heaviest aircraft expected to operate in the area, or fully loaded fuel trucks, whichever is of greater weight, with an expected pavement life of twenty (20) years. All road access shall be in accordance with County Public Works Department standards. J. Frontage Improvements: It is understood and agreed that Tenant shall, at Tenant's sole expense, construct frontage Improvements along Marsh Drive and Sally Ride .Drive in accordance with County standards and plans, immediately adjacent and contiguous to the Premises, consisting of curbs, gutters and sidewalks. The frontage Improvements and landscaping Improvements shall be completed, according to specifications furnished by Lessor and approved by the Public Works Department, no later than sixty (60) days after Substantial Completion of the Hangar Improvements. K. Hangar Setback. All hangars must be designed such that there is adequate ramp space on the aircraft hangar door sides so that when the largest anticipated airplane to be housed in the hangar is pulled fully out of the hangar, the aircraft does not obstruct any adjacent taxiways used by the largest aircraft anticipated H:\Aiiport\13uchanan Hangars,LLCTINAL LEASE 8-12-08.DOC 17 to use that taxiway. Failure to design the hangar in compliance with this provision shall be grounds for disapproval of the Plans by the Director of Airports pursuant to Section 12.B. L. Notice of Nonresponsibility. A notice of Lessor non-responsibility shall be posted and recorded by Tenant during construction in accordance with Civil Code Sections 3094 and 3129. A copy of such notice is to be mailed to the Director of Airports upon filing with the County Recorder. M. Signs. Tenant may erect signs and advertising media and place the same upon the Hangar Improvements in accordance with FAA and Airport Policy and Standards for Development, after obtaining the written approval of the Director of Airports, such approval not to be unreasonably withheld, and of any other public agency having jurisdiction. N. Landscaping. The landscaping on the Premises shall be installed by Tenant, at Tenant's sole expense, in accordance with landscaping plans approved pursuant to Section 12.B., and shall be maintained by Tenant in a first-class condition. O. LEED Program Registration. Tenant shall model the development to be constructed pursuant to this Lease after the U.S. Green Building Council's Leadership in Energy and Environmental Design (LEED) program. P. Tenant Payment to Airport Enterprise Fund. In addition to rent due under the lease, Tenant shall pay Lessor the sum of Four Hundred Thousand and NO/100 Dollars ($400;000.00) to the Airport Enterprise Fund in accordance with the following schedule: (1) $100,000 at the time the 6th month of Construction Period Rent is due; (2) .$100,000 at the time the 12th month of Construction Period Rent is due; (3) $100,000 at the time the 18th month of Construction Period Rent is due; and (4) $100,000 at the earlier of (i) the 24th month of the term at the time Ground Rent is due or (ii) the time that Tenant receives a Final on its Building Permit for the Project. 13. UTILITY OBLIGATIONS Tenant shall pay on Tenant's own account for all utilities used or consumed on the Premises, including, but not limited to gas, water, electricity, garbage disposal, storm and sanitary sewer services, janitorial services, and telephone services. In the event any utility company requires that any existing or new overhead distribution system be installed underground, Tenant shall, at its own cost and expense, provide all necessary facility changes on the Premises, so as to receive such service. 14. ALTERATIONS AND ADDITIONS A. Except for the Hangar Improvements, Tenant shall not make any alterations, erect any additional structures, or make any improvements on or inside the Premises, which require the issuance of a building permit without the prior written H WI-POI-MUchanan I Ian gars,LLCTINAI.LFASF 8-12-08.DOC 18 I consent of the Director of Airports. Tenant shall provide the Director of Airports with plans detailing its proposed alterations, additional structure or improvement in writing. If the Director of Airports does not provide a written response to Tenant's proposed changes within thirty (30) days of receipt thereof, the proposed alteration, additional structure or improvement set forth in the proposal shall be deemed approved by the Director of Airports. The Director of Airports shall not unreasonably withhold or condition its approval of any proposed plans. B. In the event Tenant makes alterations or constructs additions that violate the conditions contained in this Lease (an "Unauthorized Addition"), at the Director of Airports' sole discretion, Tenant shall remove such Unauthorized Addition at Tenant's sole cost and expense. Any alterations, additional structures, or improvements, including Unauthorized Additions, made shall remain on and be surrendered with the Premises on expiration or termination of the Lease, except as otherwise provided in Section 28 of this Lease. If Tenant is required to remove any such alterations, additional structures, or improvements pursuant to Section 28, Tenant, at its sole cost and expense, shall restore the Premises to the condition existing immediately prior to the existence of the alteration, additional structure, or improvement, or such other condition designated by Lessor in its election. C. If Tenant intends to make any alterations, erect any additional structures, or make any additional improvements to the Premises as provided in this Section, Tenant may not commence construction until Tenant has provided Lessor ten (10) days advance written notice thereof. In addition, a Notice of Lessor Non- Responsibility shall be posted and recorded by Tenant during construction in accordance with Civil Code Sections 3094 and 3129. A copy of the notice shall be mailed to Lessor upon filing with the County Recorder. 15. MAINTENANCE, REPAIR AND STORAGE A. Premises Maintenance. 1. Tenant shall, at its sole, cost and expense throughout the Term of this Lease, maintain the Premises and all improvements thereon, including, but not limited to, the Hangar Improvements, structures, driveways, curbs, walkways, pads, perimeter fences and gates, aprons, taxiways, mechanical equipment, utility lines, drainage and sewage lines, fuel storage and dispensing facilities, environmental control equipment, irrigation systems and landscaping and other facilities (collectively, the "Improvements"), in a first-class condition (except for ordinary wear and tear). All maintenance, repairs, and replacements shall be of a quality substantially equal to the original material and workmanship and consistent with. approved plans. Lessor shall be the sole judge of the maintenance standards required. 11:`Airport\Buchanan Hangars,LLC\FINAL LEAST:8-12-08.DOC 19 2. Tenant shall perform all maintenance and repairs in compliance with, and necessary to comply with, all applicable statutes, ordinances, resolutions, regulations, orders, and policies now in existence or adopted from time to time by the United States, the State of California, the County of Contra Costa and other government agencies with jurisdiction over the Airport. B. Lease End Maintenance. 1. In order to determine what maintenance is needed to maintain the Improvements in a "first class condition," as described above, through the remaining Term of the Lease, Tenant agrees that, in Year Thirty (30) of. this Lease; i.e., September 1, 2037 to September 1, 2038, Lessor and Tenant shall in writing retain a mutually agreed upon MAI appraiser to perform an inspection of the Premises and produce a report (the "Inspection Report") to determine the replacement value of the Hangar Improvements (the "Replacement Value"), excluding any buildings, ramps or other facilities that are comprised wholly of new construction that was completed by Tenant after August 31, 2031 (the "Original Improvements"). The costs of retaining the agreed upon MAI appraiser shall be equally divided between Tenant and Lessor. In the event that Lessor and Tenant cannot mutually agree upon an MAI appraiser by October 31, 2038, both Tenant and Lessor shall each select an MAI appraiser by November 30, 2038 (the "Appraiser Selection Date"), to determine the Replacement Value of the Original Improvements. In the event either party fails to select its respective appraiser by the Appraiser Selection Date, the determination of the Replacement Value arrived at by the other party's selected appraiser shall be binding and the party that failed to select an appraiser shall have waived its right to contest the Replacement Value arrived at by the other party's selected appraiser. If both Lessor and Tenant select an appraiser by the Appraiser Selection Date, each of the selected MAI appraisersshall deliver their valuations no later than February 28, 2038 (the "Replacement Value Appraisal Date"). Thereafter, Lessor and Tenant shall attempt to arrive at a mutually agreed Replacement Value based on the Replacement Values determined by the agreed upon MAI appraiser or the respective Replacement Values determined by each party's selected appraiser. If a Replacement Value cannot be agreed upon within thirty (30) days of the Replacement Value Appraisal Date, the appraiser selected by Lessor and the appraiser selected by Tenant shall jointly select a third appraiser with the designation of MAI and with current aviation appraisal experience and who has substantial experience in appraising property in the geographic real estate market where the Premises is situated. The third appraiser will determine whether the parties will use Lessor's Replacement Value or Tenant's Replacement Value. The third appraiser shall render a final written decision within thirty (30) days of his appointment. The cost of the third appraiser shall be shared equally by Lessor and Tenant. li:\Airport\Buchanan Hangars,LLCTINAL LEASE 8-12-08.UOC 20 2. In order to maintain the Original Improvements in a first class condition, Tenant shall invest a minimum of fifteen percent (15%) and a maximum of twenty-five percent (25%) of the Replacement Value between Lease Years 2038 and 2048 (the "Improvement Maintenance Period"), with at least five percent (5%) of the Replacement Value being invested between Lease Years 2043 and 2048. Within six (6) months after receiving the Appraisal Report, Tenant shall provide the Director of Airports with a detailed property maintenance plan (the "Maintenance Plan"). The Maintenance Plan will contain a timeline, and will itemize each improvement to be completed by Tenant - during the Improvement Maintenance Period with an estimated cost. The Maintenance Plan..may include, but is not limited to the following: (a) Interior and exterior building improvements, including roof, doors, windows, signage, painting, flooring, fixtures (i.e., lights, toilets and sinks), et cetera. (b) The replacement of asphalt, and the cut and repair of any concrete features on the aircraft ramp and in the parking lot. (c) The repair, replacement, and upgrade of HVAC, plumbing and electrical system. The Director of Airports will either approve the Maintenance Plan or provide reasons for disapproval thereof within thirty (30) days of receipt of the Maintenance Plan. Notwithstanding the foregoing, if the Maintenance Plan approved by the Director of Airports requires. less than fifteen percent (15%) of the Replacement Value to be invested between Lease Years 2038 and 2048, the Director will waive the minimum investment requirement of this Section 15(8)(2). If, at any time prior to or after Year 30 of this Lease, Lessor believes that it will require Tenant to remove the Hangar Improvements constructed on the Premises pursuant to Section 28, Lessor shall give Tenant prompt written notice of such belief, and thereafter Tenant will not be required to prepare the Maintenance Plan or to invest the minimum percentages of the Replacement Value set forth in this Section 15(B)(2) and will only be obligated to maintain the Hangar Improvements pursuant to Section 15(A)(2). All maintenance. in the Maintenance Plan must comply with then-current building codes. C. Plans and Lessor's Approval. Tenant shall obtain the Director of Airports' written approval of all plans and specifications regarding the Maintenance Plan before any maintenance under the Maintenance Plan may be commenced. All maintenance undertaken pursuant to the Maintenance Plan shall conform with any and all general requirements of Lessor and shall be constructed or installed in conformance with the Maintenance Plan, and all applicable statutes, ordinances, building codes, Airport Policy and Standards for Development, and 11:\Airport\Buchanan Han;ars,LLC\P(NAL LEASE 8-12-08.DOC 21 rules and regulations of Lessor, and such other authorities as may have jurisdiction over the Premises or Tenant's operations thereon, including, but not limited to, the County Building Inspection Department, County Public Works Department, the County Community Development Department, and/or the Federal Aviation Administration. Tenant shall be solely responsible for obtaining all necessary permits and approvals, and for paying any and all fees required for said construction. Lessor's approval of the Maintenance Plan shall not constitute a representation or warranty as to such conformity, and responsibility shall remain at all times in Tenant. D. Payment of Labor; Security for Performance and Payment. 1. Tenant will pay or ensure that payment is made (a) to mechanics, materialmen, contractors, subcontractors, lessors of equipment, artisans, architects, registered engineers, licensed land surveyors, machinists, builders, teamsters, and draymen, and all persons and laborers of every class performing labor upon or bestowing skill or other necessary services on, or furnishing materials or provisions or leasing equipment to be used or consumed in or furnishing appliances, teams, or power to the work performed in connection with the Maintenance Plan, (b) for amounts due under the California Unemployment Insurance Code with respect to work or labor performed in connection with the Maintenance Plan, and (c) for any amounts required to be deducted, withheld, and paid over to the California Employment Development Department from the wages of those persons set forth in subsection (a) above pursuant to Section 13020 of the Unemployment Insurance Code with respect to the work and labor performed in connection with the Maintenance Plan. 2. Not less than ten (10) working days before the commencement of maintenance pursuant to the Maintenance Plan, Tenant shall, at its sole cost and expense, furnish to Lessor security in the form of a payment bond and performance bond, letter of credit or other security satisfactory to Lessor, in the amount .of one hundred percent (100%) of the total estimated cost of the Maintenance Plan and all other necessary appurtenances specified herein, as security for the payment of all labor, materials, provisions, supplies and equipment used in, upon, for or about the performance of construction work or labor provided in connection with the Maintenance Plan of any kind whatsoever and protecting Lessor from any liability, losses or damages arising from the failure to pay for any such items and those items required to be paid pursuant to Section 15(D)(1) and California Civil Code Section 3248. Any letter of credit shall be in the form of Exhibit G and from a bank acceptable to Lessor and shall name Lessor as beneficiary. HAAiiporOBuchanan Hangars,110FINAL LEASE 8-12-08.DOC 22 E. Inspection and Acceptance. Tenant shall be responsible for obtaining any necessary permits from all County departments having jurisdiction over the Airport, including but not limited to, the Building Inspection Department, the Community Development Department and the Public Works Department, and all other agencies having jurisdiction over the Airport. All Improvements, including but not limited to buildings, on the Premises shall be subject to .inspection, testing, and acceptance in accordance with applicable law by the County Public Works Department and Building Inspection Department. Nothing in this Lease shall be construed as approval by Lessor or any other governmental entity acting in its or their governmental capacity of Maintenance Plan or to release Tenant from any governmental application, review or requirement. F. No Warranties. The inspection, testing and acceptance by Lessor under this or any other section of this Lease, of any plans submitted by or acts performed by Tenant shall not constitute a warranty by Lessor, and shall not relieve Tenant of its.obligation to fulfill the provisions of this Lease and of the Maintenance Plan as approved by Lessor, nor shall Lessor be thereby estopped from exercising any of its remedies provided at law or equity or under this Lease. G. Engineering. Tenant shall be responsible for all engineering work and the accuracy thereof. Any material deviations from the approved plans, including the Maintenance Plan must have prior written approval by Lessor. H. Paving and Concrete. As required under Section 15.A hereof, and as necessary during the Term of this Lease, Tenant shall upgrade the pavement for the aircraft movement areas as shown on the Airport Layout Plans, and concrete hangar floors such that they will accommodate the heaviest aircraft expected to operate in the area, or fully. loaded fuel trucks, whichever is of greater weight, with an expected pavement life of twenty (20) years. or as recommended in the Inspection Report in Section 15.B. above. All road access shall be in accordance with County Public Works Department standards. I. Notice of Notice of Nonresponsibility. A notice of Lessor non-responsibility shall be posted and recorded by Tenant during construction in accordance with Civil Code Sections 3094 and 3129. A copy of notice is to be mailed to the Director of Airports upon filing with the County Recorder. J. No Storage of Personal Property Outside Buildings. No materials, supplies, products, equipment or other personal property, except for assembled aircraft and ramp equipment and vehicles in regular use, shall be stored or permitted to remain on any portion of the Premises outside of buildings or structures without the prior written consent of the Director of Airports. Tenant shall store personal property items, supplies, materials. and combustibles inside the buildings in a safe, neat and sanitary manner. K. Enclosures for Solid Waste. Tenant shall provide or cause to be provided adequate enclosures, screened areas and/or suitable covered metal receptacles I1:\Airport\Buchanan Han,gars,1..I.CTINNAL LEASE 8-12-08.DOC 23 within the Premises for the short-term accumulation and storage of solid waste, such as rubbish, trash, garbage, sludge, discarded machinery or parts and any other solid industrial wastes. Such enclosures and/or screened areas shall be designed in such a way as to prevent odors, fumes, attraction of pests, and dispersal of wastes due to wind or water runoff, and shall be serviced frequently by qualified waste removal and disposal services. 16. LAWFUL CONDUCT Tenant shall obey and observe, and shall ensure that all persons entering upon the Premises obey and observe, all the terms and conditions of this Lease and all statutes, ordinances, resolutions, regulations, orders, and policies now in existence or adopted from time to time by the United States, (including,but not limited to, the Federal Aviation Administration) the State of California, the County of Contra Costa, the Central Contra Costa Sanitary District, the San Francisco Bay Regional Water Quality Control Board, and any other government agencies with jurisdiction over the Airport (collectively, the "Applicable Laws") including, but not limited to, Applicable Laws concerning health, safety, fire, accessibility, police, and the environment. Tenant shall be responsible for paying all fines and penalties levied by any government agency for any violation of an Applicable Law associated with activities on the Premises. 17. WASTE, QUIET CONDUCT, NUISANCE, POLLUTION A. Tenant shall not commit, or suffer to be committed, any waste upon the Premises or any nuisance or other act or thing that may disturb the quiet enjoyment of the use of the Airport or surrounding property. B. Tenant shall provide, as legally required, a separate drainage, collection, and/or liquid waste separation system to ensure that no untreated liquid waste from any type of operation, including oil change operations, will enter the Airport storm drainage or sanitary system. C. Tenant shall not permit any activity on the Premises that directly or indirectly produces unlawful amounts or levels of air pollution, (e.g., gases, particulate matter, odors, fumes, smoke, dust), water pollution, noise, glare, heat emissions, electronic or radio interference with navigational and communication facilities for the operation of the Airport and for its use by aircraft, trash. or refuse accumulation, vibration, prop-wash, jet blast, or any other activity that is hazardous or dangerous by reason or risk of explosion, fire, or harmful emissions. 18, HAZARDOUS MATERIALS A. Definition of Hazardous Materials. As used in this Lease, the term "Hazardous Materials" shall mean any hazardous or toxic substance, hazardous or WAirport\Buchanan Hangars,LLC;\F1NA1,LEASE 8-12-08.DOC 24 radioactive material, or hazardous waste, pollutant or contaminant at any concentration that is or becomes regulated by the United States, the State of California, or any local government authority having jurisdiction over the Premises. Hazardous Materials include, but are not limited to, the following: (1) Any "hazardous waste," "extremely hazardous waste," or "restricted hazardous waste," as defined in Sections 25115, 25117 or 25122.7, or listed pursuant to Section 25140 of the California Health & Safety Code, Division 20, Chapter 6.5 (Hazardous Waste Control Law); (2) any "hazardous substance" as that term is defined in Section 25316 of the California Health & Safety Code, Division 20, Chapter 6.8 (Carpenter-Presley-Tanner Hazardous Substance Account Act, (3) any material or substance listed as a chemical known to cause cancer or reproductive toxicity pursuant to Section 6380 of the California Labor Code, Division 5, Part 1, Chapter 2.5 (Hazardous Substances information and Training Act); (4) any "hazardous waste" as that term is defined in the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901 et seq. (42 U.S.C. Section 6903); (5) any "hazardous substance" as that term is defined in the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, 42 U.S.C. Section 9601 et seq. (42 U.S.C. Section 9601); (6) any pollutant, contaminant, or hazardous,.dangerous, or toxic chemical, material, or substance, within the meaning of any other applicable federal, state, or local statute, ordinance, resolution, regulation, order, policy, or requirement, including consent decrees and administrative orders imposing liability or standards of conduct concerning any hazardous, dangerous, or toxic waste, substance, or material, now or hereafter in effect; (7) any .petroleum product; (8) any radioactive material, including any "source materials", "special nuclear materials", or "byproduct material" as defined in 42 U.S.C. Section 2011 et seq.; (9) any asbestos in any form or condition; and (10) any polychlorinated biphenyls (PCBs) and any substances or any compounds containing PCBs. B. Use of Hazardous Materials. Tenant shall not cause or permit any Hazardous Material, as defined in this Section, to be generated, brought onto, stored, used, emitted, released, discharged or disposed of in, on, under, or about the Premises by Tenant or its officers, employees, agents, contractors, renters, guests or invitees, except for limited quantities of (1) standard office and janitorial supplies containing chemicals categorized as Hazardous Materials; (2) motor oils, hydraulic fluids, fuel and other materials commonly used in aircraft.storage and fueling facilities; (3) such other Hazardous Materials as are approved in advance in writing by Lessor. C. Notification to the Director of Airports. If, during Term of this Lease, Tenant becomes aware of (a) any actual or threatened release of any Hazardous Materials on, under, or about the Premises; or (b) any inquiry, investigation, proceeding, or claim by any government agency or other person regarding the presence of Hazardous' Material on, under, or about the Premises, Tenant shall (1) immediately provide verbal notification to. the Director of Airports and (2) provide written notification of such release or investigation to the Director of Airports within twenty-four (24) hours after learning of it. In the event Tenant 11:\Airpor1\ L1chanan Hangars,LLCTINAL LEASE 8-12-08.DOC 25 receives any claims, notices of violation, reports, or other writing concerning the aforementioned release or investigation, Tenant shall furnish copies of all such materials to Lessor no later than the business day following Tenant's receipt thereof. Notification to the Director of Airports under this Section does not relieve Tenant of any obligation to notify any governmental agency under any Applicable Law. D. Indemnification. Tenant shall, at Tenant's sole expense and with legal counsel reasonably acceptable to Lessor, indemnify, protect, defend, and hold harmless Lessor and Lessor's officers, employees, agents, and contractors from and against any and all demands, losses, claims costs, suits liability and expenses including without limitation, attorney's fees and consultant fees arising out of or relating to the violation of any Applicable Law regulating or the use, handling, generation, emission, release, discharge, storage or disposal of any Hazardous Materials (such as those laws listed in this Section 18) ("Environmental Laws") by Tenant or Tenant's officers, employees, agents, contractors, renters, guests or invitees. This indemnification applies whether or not any government agency has issued a cleanup order. Losses, claims, costs, suits, liability, and expenses covered by this indemnification provision include, but are not limited to: (1) losses attributable to diminution in the value of the Premises; (2) loss or restriction of use of rentable space on the Premises; (3) adverse effect on the marketing of any rental space on the Premises;' and (4) penalties and fines levied by, and remedial or enforcement actions of any kind issued by any regulatory agency (including but not limited to the costs of any required testing, remediation, repair, removal, cleanup or detoxification of the Premises and surrounding properties). Tenant shall not be required to indemnify Lessor against liability arising solely as a result of Hazardous Materials that are present in, on, under or about the Premises as of the Effective Date of this Lease and as established in the Phase II Environmental Report. This indemnification clause shall survive any expiration or termination of this Lease. 19. CLEAN WATER ACT COMPLIANCE In accordance with Section 16 ("Lawful Conduct") of this Lease, Tenant will comply with all laws and regulations arising under the Federal Clean Water Act that are applicable to Tenant's operations on the Premises. This includes compliance with Lessor's National Pollutant Discharge Elimination Permit System (the "NPDES") requirements relating to stormwater runoff and Tenant's Section 401 permit requirements relating to wetlands mitigation. Tenant shall ensure that no pollution or Hazardous Materials of any type will be discharged into the stormwater system at the Airport, and shall comply with Lessor's NPDES permits in all respects in accordance with the Stormwater Control Plan and Stormwater Control. Operation and Maintenance Plan for the Premises, and any amendments thereto, and in accordance with all applicable laws and regulations and other Lessor requirements. Copies of the Stormwater Control Plan and Stormwater f-AAirport\Buchanan Hangars,LLCTINAL LEASE 8-12-08.DOC 26 Control Operation and Maintenance Plan for the Premises will be maintained on file at the Contra Costa County Public Works Department and are incorporated. herein by reference. . Tenant's compliance with NPDES permits requires Tenant to construct, operate and maintain a stormwater facility on the property described in the attached Exhibit J. Tenant's compliance with certification under Section 401 of the Clean Water Act requires Tenant to construct, operate and maintain a wetlands mitigation project on the property described in the attached Exhibit J. Tenant will be responsible for any such discharge by Tenant or by any of Tenant's officers, employees, agents, contractors, renters, guests or invitees during the entire Term of this Lease. Any fine or cost of remedial action required of Lessor, by any agency or agencies having jurisdiction thereover, as a result of actions on or discharges from the Premises, will be charged to Tenant, and Tenant shall immediately reimburse Lessor for these costs upon demand. In addition, any discharge of pollutants or Hazardous Materials, as defined herein, on or from the Premises shall be considered a Default of this Lease and shall be grounds for its termination. Lessor hereby grants to Tenant a non-exclusive right to enter upon,. construct, operate and maintain a stormwater treatment facility and wetland mitigation features required under Tenant's 401 permit for the Premises, on the property described in Exhibit.J ("compliance property") for the purpose of collecting and treating stormwater runoff from Tenant's leased premises and mitigation of impacted riparian/habitat areas, such right to terminate upon the termination or expiration of this lease agreement. Tenant acknowledges County's title to the compliance property and agrees never to assail or resist said title. Tenant's right to use the compliance property is subject to the right of County, its authorized agents, employees, guests and other regulatory agencies to enter upon the compliance property to inspect, assess, observe or repair the stormwater treatment facility or wetlands mitigation area for compliance with the County's and Tenant's permits. If the Regional Water Quality Control Board ("RWQCB") requires that the wetlands mitigation area constructed by Tenant pursuant to Tenant's Section 401 permit be maintained following expiration of this Lease, County shall agree to provide such use rights as are required by RWQCB to fulfill the requirements of the permit. 20. RULES AND REGULATIONS Tenant agrees to observe and obey all policies, rules, and regulations promulgated by Lessor's Board of Supervisors or any other governmental entity having jurisdiction over the Airport. 21. NOISE ORDINANCE Tenant shall abide by all conditions of County Ordinances 87-8 and 88-82, as amended, or any other rules or ordinances relating to noise standards at the Airport, as may be approved from time to time by the County Board of Supervisors. 22. SECURITY Lessor shall have no obligation to provide security to the Premises. As required by the rules and regulations adopted pursuant to Section 20, Tenant shall provide, through the H:\Au-portV3uchanan Hangars,ILLCTINAL LEASE 8-12-08.130C 27 use of buildings, structures, walls, fences, gates and similar barriers, or a combination thereof, positive uninterrupted on-site security at all times for the prevention of unauthorized pedestrian and vehicular access to the aircraft operating area by way of the Premises. Direct or indirect points of entry to the aircraft operating area to accommodate authorized individuals and authorized vehicles shall be controlled by Tenant in compliance with FAA and Airport security requirements. Tenant shall also provide security for on-site facilities, such as vehicular parking lots, buildings, hangars and fueling facilities on the Premises. Tenant shall.provide adequate lighting to provide for all-night illumination of the perimeter of all buildings on the Premises, including, aprons, aircraft tie-down areas, vehicular parking lots and pedestrian walkways surrounding the Premises. If at any time during the Term of this Lease additional security requirements are imposed on the Airport by the FAA or any other agency having jurisdiction over the Airport, Tenant shall comply with said security requirements at Tenant's sole expense. If Airport is fined by FAA for a security violation caused by Tenant, Tenant shall immediately reimburse Lessor upon demand. '23. HOLD HARMLESS AND INDEMNIFICATION Tenant shall defend, hold harmless, and indemnify the Indemnitees (as defined below) from the liabilities as defined in this Section 23. A. The indemnitees benefited and protected by this promise are Lessor, its governing body, elective and appointive boards, commissions, officers, employees, representatives and agents (the "Indemnitees"); B. The liabilities protected against are any liability or claim for damage of any kind allegedly suffered, incurred or threatened because of an Act (as such term is defined below) and such liabilities shall include, but are not limited to personal injury, death, property damage, inverse condemnation claims of third parties or any combination of these, and including the defense of any suits or actions at law or equity concerning these; C. An "Act" shall be defined as any act, intentional or negligent, or omission by Tenant, its officers, employees, agents, representatives, invitees, contractors, renters or guests in connection with its occupancy and use of the Premises by Tenant, its shareholders, or any renter or assignee, or the matters covered by this Lease, or claimed to be attributable to Tenant, its officers, employees, agents, representatives, invitees, contractors, renters, guests, assignees, or one or more of them; D. Non-conditions. The promise and agreement in this Section are not conditioned or dependent on whether Tenant or Lessor has prepared, supplied,or approved any plans or specifications in connection with work performed pursuant to Section 12, 14 or 15, hereof, or has insurance or other indemnification covering any of these matters. This indemnification clause shall survive any expiration or termination of this Lease. II:\Airport\Buchanan Ilangars,LLC\1=INAL LEASE 8-12-08.DOC 28 24. INSURANCE Tenant shall procure and maintain, at its own cost and expense, at all times during the Term of this Lease, the following policies issued by insurance companies authorized to do business in California, with a financial rating of at least an A-status (unless otherwise stated below) as rated in the most recent edition of Best's Insurance Reports: A. Commercial General Liability and Property Damage Insurance. Tenant shall obtain and maintain, owner, landlord, and tenant commercial general liability insurance with a financial rating of at least an A- or P status (pooled insurance coverage) covering and insuring all parties hereto (including naming County and its officers, agents, and employees as additional insureds under the policy or policies) with a minimum combined single limit coverage of One Million and No/100 Dollars ($1,000,000.00) for all damages due to bodily injury, sickness or disease, or death to any person and damage to property, including the loss of use thereof, arising out of each accident or occurrence arising out of Tenant's leasehold interest, occupation, maintenance, or use of the. Premises and all operations necessary or incidental thereto. Liability insurance shall be factored periodically to maintain adequate coverage. B. Property and Fire Insurance. Tenant shall insure for fire and extended coverage risks all personal property, improvements, and alterations in, on, or about the Premises. Such insurance shall be in an amount equal to one hundred percent (100%) of insurable, full replacement value of any improvements located thereon, and shall include vandalism and malicious mischief endorsements. Such property insurance policies shall contain loss payable endorsements in favor of the parties as their respective interests may appear hereunder. C. Casualties. In the event of damage to or destruction of any buildings or other improvements on the Premises ("Insured Improvements") in excess of twenty- five percent (25%) of the then replacement value of the Insured Improvements, Tenant shall determine whether to repair or replace the Insured Improvements. If Tenant makes the determination to repair or replace the Insured Improvements, the proceeds of any insurance policy paid on account of such damage or destruction shall first be applied to the cost of repairing, or replacing the Insured Improvements. If Tenant determines not to repair or replace the Insured Improvements, Tenant may terminate this Lease upon written notice to Lessor within thirty (30) days of such damage or destruction. If Tenant terminates this Lease pursuant to this provision after deducting any proceeds payable to Tenant's Mortgagee, as defined in Section 34 and any permitted mortgagees of Sublessees owning a leasehold condominium unit on the Premises, the remaining proceeds of any insurance policy paid on account of such damage or destruction shall be distributed to Lessor and Tenant pursuant to the following formula: Lessor's share shall be the product of the remaining H:\Ah1)ort\I3uchanan I Iangars,LLCT NAL LEASE 8-12-08.DOC 29 proceeds multiplied by a fraction, the numerator of which is the number of months since the Effective Date until the date on which the casualty causing such damage or destruction occurred, and the denominator of which is four hundred eighty (480) months. Tenant's share of the remaining insurance proceeds, if any, shall be the excess of the remaining proceeds after subtracting Lessor's share to be distributed pursuant to Section 10.2 of the Declaration of Condominium (as such term is defined in Section 27.C). All fire and extended coverage policies insuring the Insured Improvements may have a loss payable clause in favor of any of Tenant Mortgagee, as such Mortgagee's interest may appear. D. Worker's Compensation. Tenant shall obtain workers' compensation insurance as required by law, covering all employees of Tenant, and said insurance shall be kept in force during the entire Term of this Lease. E. Form of Policies. All policies of insurance required by this Section shall be in such standard form and written by such qualified insurance companies as shall be satisfactory to Lessor. Evidence of such insurance shall be provided by Tenant by filing with Lessor a copy of the policy and policies, together with a duly executed certificate of insurance to the effect that the insurance required by this Lease is extended in favor and consistent with the terms set forth herein. All of such certificates shall specifically state that "Contra Costa County, its officers, agents, and employees" are named as additional insureds under such policy or policies. Said policy or policies or certificates shall contain a provision that written notice of policy lapses, cancellation or any changes thereto shall be delivered to Lessor no fewer than thirty (30) days in advance of the effective date thereof. F. Notice. Tenant shall give Lessor prompt and timely notice of any claim made or suit instituted of which it has knowledge and which could in any way directly, contingently or otherwise; affect either Tenant or Lessor or both, and both Tenant and Lessor shall have the right to participate in the defense of such claim or suit to the extent of its respective interest. 25. TAXES Tenant agrees to pay before delinquency all taxes (including, but not limited to, possessory interest tax), assessments, and other charges which are levied and assessed upon Tenant's interest in the Premises, or upon Tenant's personal property installed or located in or on the Premises, by the County or other legally authorized governmental authority. Tenant may pay any taxes and assessments under protest, without liability, cost or expense to Lessor, to contest the amount in good faith. 26. INSPECTION, ACCESS AND NOTICE JVAiij)ort\Buchanan IlanRars,LI-OFINAL LEASE 8-12-08.DOC 30 Insofar as the same may be necessary for the protection of Lessor's rights, Lessor and its agents shall at any and all times have the right to go upon and inspect the Premises and any and every building, structure, or improvement erected or constructed or in the course of being erected or constructed, repaired, added to, rebuilt or restored thereon. Lessor shall also have the right to serve or to post and to keep posted on the Premises, or on any part thereof, any notice permitted by law or this Lease, including but not limited to a notice pursuant to Section 3094 of the Civil Code. Lessor shall not be liable in any manner for any inconvenience, disturbance, loss of business, or other damage arising out of Lessor's entry on the Premises as allowed in this Section. Lessor shall conduct its activities as allowed in this Section in a manner that will cause the least possible inconvenience, annoyance, or disturbance to Tenant, and shall not materially interfere with access to or use of the Premises. Tenant shall provide an .access gate through the Premises for emergency vehicles. 27. ASSIGNMENT AND ENCUMBRANCES A. Assignment of Rights. Except as provided in Section 10, Section 27.B., and Section 34, Tenant shall not voluntarily sell, assign, transfer or encumber (each, a "Transfer"), its interest in this Lease or in the Premises, or allow any other person or entity (except Tenant's authorized representatives) to occupy or use all or any part of the Premises, without first obtaining Lessor's written consent, Which shall not be unreasonably withheld. For any Transfer requiring Lessor's consent, Lessor shall have the right to require financial and other information from a proposed assignee, purchaser, transferee or other encumbering party (each, a "Transferee"), to make its decision, and Tenant agrees to assist Lessor in obtaining such information from any proposed Transferee. Any Transfer without Lessor's prior written consent shall be voidable and, at Lessor's election, shall constitute a Default. Any consent to a Transfer shall not constitute a further waiver of the provisions of this Section. If Tenant is a corporation or a limited liability company, any (i) dissolution, merger, consolidation, or other reorganization of Tenant, or (ii) sale or other transfer of a controlling percentage of the capital stock or membership interests, as the case may be, of Tenant, or (iii) sale of fifty percent (50%) of the value of the assets of Tenant, shall be deemed a voluntary assignment. The phrase "controlling percentage" means (a) in the case of a corporation, the ownership of, and the right to vote, stock possessing more than fifty percent (50%).of the total combined voting power of all classes of Tenant's capital stock issued, outstanding, and entitled to vote for the election of directors or (b) in the case of a limited liability company, ownership of, and the right to vote membership interests possessing more than fifty percent (50%) of the total combined voting interests of Tenant. If Tenant is .in default of monetary obligations to Lessor pursuant to this Lease, Tenant immediately and irrevocably assigns to Lessor, as security for Tenant's monetary obligations under this Lease, all rent from any subletting of all or part of the Premises as permitted by this Lease, or a receiver for Tenant appointed on FMAirportTuchanan Ilangars,LLC\FINAL LEASE 8-12-08.DOC 31 Lessor's application, may collect such rent and apply it toward Tenant's obligations under this Lease. B. Hangar Association Assignment. Upon satisfaction of the conditions set forth in this Section 27.13 and the provision of notice to Lessor, Tenant may assign this Lease to The Hangars at Buchanan Airport Condominium Association, Inc., a California non-profit mutual benefit corporation (the "HOA"), that has been formed for the sole purpose of administering the common elements of a condominium unit project comprising the Hangar Improvements constructed upon the Premises, and upon any such assignment and assumption by the HOA of Tenant's obligations hereunder, the original Tenant shall be released from all obligations hereunder. Tenant shall not assign its interest in this Lease to the HOA until (1) ninety percent (90%) of the leasehold condominium units constructed on the Premises have been sold to a third party purchaser, (2) the rental reserve fund referenced in Section 2.5 of the Declaration of Condominium shall have been fully funded in compliance therewith, (3) Tenant shall have obtained a final permit from County evidencing completion of the Hangar Improvements, and (4) the HOA shall have provided Lessor with satisfactory evidence. that it has fulfilled the insurance requirements set forth in this Lease. C. Declaration of Condominium. Tenant shall have the right to subject its leasehold interest. to a plan of leasehold condominium ownership and in connection therewith to record a Declaration of Covenants, Conditions And Restrictions for The Hangars at Buchanan Airport Condominium Association, Inc. (the "Declaration of Condominium," attached hereto as Exhibit 1), a condominium map or other substitute documents required to effect such condominium ownership. Lessor will, to the extent required by law, execute such documents solely in its capacity as the fee owner of the Premises, but not to subdivide or subject Lessor's ownership of the Premises to any such condominium covenants. 28. SURRENDER OF POSSESSION Title to all improvements constructed upon the Premises, including all alterations or additions (including Unauthorized Additions) thereto, shall remain in Tenant or a Sublessee until the expiration, cancellation, or. other earlier termination of this Lease. Upon such expiration, cancellation or other earlier termination of this Lease, title to said improvements shall automatically vest in Lessor and, except as otherwise provided herein, said improvements shall remain upon and be surrendered with the Premises as part thereof. If Lessor does not desire title to said improvements, Tenant shall, upon written notice by Lessor, and at Tenant's sole cost and expense, return the Premises to Lessor clear of any or all improvements, above or below ground level, constructed by Tenant and identified in such notice. Tenant shall complete its removal of such improvements at its expense within one hundred twenty (120) days of the effective date of such notice. If 1-AAirpnrt\Buchanan Hangars,LLOFTNAL LEASE 8-12-08.DOC 32 Tenant fails to remove the improvements, Lessor may remove them at Tenant's expense, and Tenant shall immediately reimburse to Lessor, in full, all of Lessor's costs and expenses incurred in removing those improvements upon written demand by Lessor. Title to personal property belonging to Tenant, a Sublessee or Sub-Sublessee shall at .all times during the Term of this Lease remain in Tenant, the Sublessee or Sub- Sublessee, as the case may be, and Tenant, the Sublessee or Sub-Sublessee shall have the right at any time to remove any or all personal property of any kind and nature. whatsoever that Tenant, the Sublessee or Sub-Sublessee may have placed or installed upon the Premises, provided that upon any such removal, Tenant, Sublessee or Sub- Sublessee, as the case may be, shall repair, at its sole cost and expense, any damage resulting therefrom and leave the Premises in a clean and neat condition. Upon expiration or within thirty (30) days after cancellation or termination of this Lease, Tenant shall surrender to Lessor the Premises and all improvements, including alterations and additions, in good condition (except for ordinary wear and tear and destruction to the Premises covered by Section 31), except for those improvements, alterations and additions that Tenant has the obligation to remove under the provisions of this Section and Section 14. If Tenant fails to remove its personal property from the Premises within sixty (60) days after expiration, cancellation, or termination of this Lease, said property may be removed by Lessor at Tenant's expense, by use of the Security Deposit, as provided in Section 7. If Lessor's cost to remove Tenant's personal property exceeds the amount of the Security Deposit, then Tenant shall reimburse Lessor the difference between Lessor's cost and the amount of the Security Deposit, immediately upon Lessor's written demand. If Tenant fails to surrender the Premises to Lessor on expiration or within thirty (30) days after cancellation or termination of this Lease, Tenant shall defend, indemnify, and hold Lessor harmless from any and all. claims, liability, costs, and damages resulting from Tenant's failure to surrender the Premises, including, without limitation, claims made by a succeeding tenant or renter. This indemnification clause shall survive any expiration or termination of this Lease. 29. DEFAULT The occurrence of any of the following shall constitute a default (a "Default") by Tenant: A. Failure by Tenant to pay any Rent or other charges when due, if the failure continues for thirty (30) days after notice has been given to Tenant. Notwithstanding the foregoing, failure to pay any Rent or other charges when due twice in any twelve (12)-month period shall constitute an immediate Default without further notice from Lessor. B. Tenant abandons the Premises through its failure to occupy and operate the Premises for ninety (90) consecutive days. H:Wirport\Buchanan Han-gal-s.LLCTINAL LEASE 8-12-08.DOC 33 C. To the extent permitted by law: 1. Tenant shall become insolvent, file a voluntary petition in bankruptcy or an involuntary petition in bankruptcy is filed against Tenant, or Tenant shall lose possession of the Premises, or any portion thereof, by virtue of any attachment, execution, or receivership, and such insolvency, bankruptcy proceedings or loss of possession is not terminated in Tenant's favor within sixty (60) days thereafter. 2. Tenant makes a general assignment for the benefit of creditors. D. Any act, condition, event, or failure of performance by Tenant constituting a default under any other provision of this Lease, including without limitation, failure to comply with any of the provisions of Section 35, and such failure to perform is not cured within thirty (30) days after written notice has been given to Tenant. If, in Lessor's reasonable judgment,.the Default cannot reasonably be cured within thirty (30) days, Tenant shall not be in Default of this Lease if Tenant commences to cure the Default within the thirty (30) day period and diligently and in good faith continues to cure the Default to completion. Safety hazards must be cured immediately. 30. LESSOR'S REMEDIES Lessor shall have the following remedies upon the occurrence of a' Default. These remedies are not exclusive; they are cumulative and in addition to any remedies now or later allowed by law: A. Lessor may terminate this Lease and Tenant's right to possession of the Premises at any time. No act by Lessor other than giving written notice to Tenant shall terminate this Lease. Lessor's acts of maintenance, efforts to re-let the Premises, or the appointment of a receiver on Lessor's initiative to protect Lessor's interest under this Lease shall not constitute a termination of Tenant's right to possession. Upon termination of this Lease, Lessor has the right to recover from Tenant: (1) The worth, at the time of the award, of the unpaid Rent and fees that had been earned at the time of the termination of this Lease; (2) The worth, at the time of the award, of the amount by which the unpaid Rent and fees that would have been earned after the date of termination of this Lease until the time of award exceeds the amount of the loss of Rent and fees that Tenant proves could have been reasonably avoided; (3) The worth, at the time of the award, of the amount by which the unpaid Rent for the balance of the Term after the time of award exceeds the amount of the loss of Rent and .fees that Tenant proves could have been reasonably avoided; and H:1Airporfl3uchanan hangars,LLCTINAL LEASL 8-12-OS.DOC 34 . (4) Any other,amount, and court costs, necessary to compensate Lessor for all detriment proximately caused by Tenant's Default. "The worth, at the time of the award," as used in (1) and (2) of this Section, is to be computed by allowing interest at the rate of ten percent (10%) per annum or the maximum rate permitted by law, whichever is greater. "The worth, at the time of the award," as used in Paragraph 3 of this Section, is to be computed by discounting the amount at the discount rate of the Federal Reserve Bank of San Francisco at the time of the award, plus one percent (1 B.. Lessor, at any time after the occurrence of a Default, can cure the Default at Tenant's cost, provided Lessor has given Tenant thirty (30) days written notice and (i) Tenant has failed to cure such Default within such thirty (30) days or, (ii) if the Default is of such a nature that it cannot be cured within such thirty (30) day period, Tenant fails to pursue such cure diligently to completion. If Lessor at any time, by reason of Tenant's Default, pays any sum to cure the Default or does any act that requires the payment of any sum, the sum paid by Lessor shall be due from Tenant to Lessor within thirty (30) days from the time the sum is paid, upon written notice. given by Lessor to Tenant, and if paid by Tenant at a later date, shall bear interest at the rate of ten percent (10%) per annum or the maximum rate permitted by law, whichever is greater, from the date the sum is paid by Lessor. until Lessor is completely reimbursed by Tenant. Such sum, together with interest accrued thereon shall be paid by Tenant as Additional Rent. In the event of Default by Tenant in connection with the construction of the Hangar Improvements pursuant to Section 12 or the Improvements pursuant to Section 15, Lessor may exercise its rights as an obligee against the surety company on the performance.bond required by Section 12.D. or Section 15.D, as the case may be, and may take such steps as are necessary to cause the cure of such Default by the principal, the surety company, or others. 31. DESTRUCTION Tenant agrees to notify Lessor in writing of any damage to the Premises resulting from fire, earthquake or any other identifiable event of a sudden, unexpected or unusual nature. If any Improvements erected on the Premises are damaged or destroyed as a result of any uninsurable cause or. risk at the time of destruction, in the amount of at least twenty-five percent (25%) of the replacement cost of all Improvements, Tenant shall have the option to either terminate this Leasee or to replace and rebuild the Improvements so they are in substantially the same. condition as they were in immediately before such damage or destruction. Tenant shall give written notice of its election to Lessor within thirty (30) days of the date of the loss or destruction of the Improvements. If Tenant elects to terminate this Lease, this Lease shall terminate. If Tenant elects to rebuild, only Ground Rent will be abated in an amount equal to the amount of Ground Rent due for such month multiplied by the percentage resulting from the replacement costs of damage to the Improvements divided by the replacement cost K\Airport\Buchanan Hangars,LLC\FINAL LEASE 8-12-08DOC J5 of all Improvements for a period not to exceed three (3) months from the date of such written notice, unless otherwise extended by mutual and written agreement by Lessor and Tenant. If the damage is less than twenty-five percent (25%) of the replacement cost of the Improvements, Tenant shall rebuild the Improvements, and no Ground Rent abatement shall apply. Tenant shall have one hundred eighty (180) days to commence repair or restoration of the Improvements, and shall diligently pursue the completion of such Improvements. 32. CONDEMNATION A. If any part of the Premises shall be taken as a result of the exercise of the power of eminent domain or be conveyed to any entity having such power under threat of exercise thereof (both such actions being hereinafter referred to as "Condemnation"), this Lease shall automatically terminate as to the portion of the Premises subject to Condemnation as of the date physical possession of such portion is taken by the condemnor. The value of any damages to the remainder of the Premises sustained by Tenant and Lessor as a result of a Condemnation action shall be determined by a court of law or by negotiation and agreement with'the condemnor. B. If the remaining part of the Premises will not be reasonably suitable for the use described in Section 9, as reasonably determined by Tenant, this Lease may be terminated by either Lessor or Tenant through written notice. to the other party within thirty (30) days of the condemning agency's adoption of a resolution of necessity (or such agency's equivalent determination), to condemn a portion of the Premises. If a Condemnation takes (1) twenty-five percent (25%) or more of the Premises, or (ii) the portion of the Premises providing Tenant access to the Hangar Improvements, Tenant may terminate this Lease by providing Lessor written notice within thirty (30) days of the condemning agency's adoption of a resolution of necessity (or such agency's equivalent determination), to condemn a portion of the Premises. If the remaining part of the Premises will be reasonably suitable for the operation of the business described in Section 9, as reasonably determined by Tenant, this Lease shall continue in full force and effect as to such remaining part. If this Lease is not so terminated, as of the date of such Condemnation, Ground Rent shall be reduced to an amount equal to the product of (i) the then-current Ground Rent multiplied by (ii) a fraction, the numerator of which is the number of square feet of the Premises remaining after such Condemnation, and the denominator of which shall be the number of square feet of the Premises prior to such Condemnation. In the event that all or any part of the Premises shall be taken by Condemnation or conveyed in lieu thereof, both parties shall have the right to pursue a condemnation award against the condemning agency, with Tenant being entitled to any award for lost business, the residual value of its leasehold interest, moving expenses, and the depreciated value of any fixtures or property improvements installed by Tenant, and Lessor being entitled to all other amounts awarded, MWrporOBuchanan Hangars,LLOF NAL LEASE 8-12-0800C 36 including but.not limited to, all amounts awarded for land value. No claim made by or payment to Tenant shall diminish or otherwise adversely affect Lessor's award. Provided that Lessor is not the condemning agency, Tenant shall neither have nor make any claim against Lessor for any loss, damage or other matter arising out of any Condemnation. 33. CANCELLATION BY LESSOR If at any time ten (10) years or more after the Effective Date of this Lease, a governmental agency other than Lessor requires that Lessor use the Premises for purposes other than a non-commercial hangar, Lessor shall have the right to cancel this Lease and to acquire full title, control and possession of the Premises and all .Improvements thereon by giving one (1) year's written notice to Tenant of the effective date of such cancellation. In the event of such cancellation, Lessor and Tenant shall attempt by negotiation to fix the value of Tenant's remaining interest in the Premises and the Improvements thereon, considering the fair market value of the remaining Term of the Lease and the then existing fair market value of the Improvements installed by Tenant on the Premises, and any other factors that might be used in making such a determination. In the event that diligent and good faith negotiations fail to establish an agreement on the amount of compensation to be paid to Tenant, either Lessor or Tenant may give written notice ("Appraisal Notice") to the other, declaring an end to negotiations and requiring the amount of compensation to be paid to Tenant to be determined by the appraisal method set forth in this Section 33. The appraisal method shall be as follows: two qualified and licensed real estate appraisers shall be selected, one by Lessor and one by Tenant. Each appraiser shall be a member of the American Institute of Real Estate Appraisers, have the designation of MAI, and shall have current aviation appraisal experience in appraising property in the geographic real estate market where the Premises is situated. Lessor and Tenant shall each appoint one appraiser within fifteen (15) days of the Appraisal Notice, and the name of the appraiser so appointed shall be given to the other party. In the event that either Lessor or Tenant defaults in the appointment of an appraiser within said fifteen (15) days, the appraiser elected by the non-defaulting party shall name a second appraiser. Upon completion of appointment, each appraiser shall proceed to determine the then existing fair market rental value of Tenant's interest in the Premises within forty-five (45) days of appointment. In determining the then existing fair market value of Tenant's interest in the Premises, the appraisers including any third appraiser appointed pursuant to the following paragraph, shall consider the remaining Term of the Lease and any other factors then currently in use for standard real estate appraisals as fixed by the American Institute of Real Estate Appraisers. Such determination of value shall be binding on both Lessor and Tenant. In the event the appraisers cannot agree upon fair market value within forty-five (45) days of their appointment, they will mutually.appoint a third appraiser, who shall be a member of the American Institute of Real Estate Appraisers, have the designation of MAI and have current aviation appraisal experience in appraising property in the geographic real estate market where the Premises is situated. The third appraiser shall H:\P.irport\Buchanan Hangars,LLOFINAL LEASE 8-12-08.DOC 37 be appointed within fifteen (15) days of the expiration of the forty-five (45) day appraisal period. If a third appraiser is not selected within said fifteen (15) day period, a third appraiser shall be selected by a presiding judge of the County Superior Court. Within thirty (30) days of selection of the third appraiser, the first two appraisers shall inform both parties in writing of their fair market value determinations. Upon completion of the appointment, the third appraiser shall proceed to determine the fair market value of Tenant's interest in the Lease in accordance with the foregoing standards within forty- five (45) days. The determination made by the third appraiser shall, be binding upon both Lessor and Tenant. Each party shall bear the expense of the appraiser appointed by that party (or the appraiser selected for such party by the other party in the event one party fails to timely select an appraiser) and one-half the expense of the third appraiser, if appointed. For the purposes of this Section 33. the value of Tenant's interest in the Premises shall include, but is not limited to, (a) the residual value of its leasehold interest, valued without the Improvements on the Premises and valued as if the Lease were not to be canceled, and (b) the fair market value of Tenant's Improvements, were they to remain on the Premises. Consideration shall also be given to Lessor's current pro rata interest in the Improvements as described in Section 24.C, if any. Tenant shall be entitled to payment of the amount fixed by the above appraisal method as of the date Lessor acquires full title, control and possession of the Premises. Tenant shall have no right to recover the value of its Improvements in the event that the Lease is terminated as the result of Tenant's Default or for any reason other than as specified in this Section 33. 34. FINANCING OF LEASEHOLD ESTATE Subject to the conditions set forth below, Tenant shall have the right to encumber its leasehold estate in the Premises ("Leasehold Estate"), and/or the Improvements thereon, with only one.Mortgage (as defined, below) at any one time. For example, Tenant may subject only the Leasehold Estate to a Mortgage, or Tenant may obtain one Mortgage covering both the Leasehold Estate and the Improvements, but Tenant shall not subject the Leasehold Estate and the Improvements to separate:Mortgages at the same time. Further, Tenant may not then take out additional Mortgages, such as second loans, on either the Leasehold Estate or the Improvements, or both together. Tenant shall have the above rights to finance, subject to the following terms and conditions: A. The Mortgage (as such term is defined below), and all rights. acquired under it shall be subject to-.all of the covenants, conditions, and restrictions contained in this Lease and to all rights and interests of Lessor; B. Tenant shall give Lessor sixty (60) days prior written notice of any Mortgage, and shall accompany the notice with a description of the terms of the proposed financing and a true copy of the proposed note, Mortgage, or other financing documents; C. Lessor shall not exercise its remedies under Section 30, of this Lease unless: H:\Airport\Buchanan hangars,L,LC\PINAL LEASE 8-12-08.1)OC 38 (i) Lessor sends a written notice of Default to both Tenant and Mortgagee setting forth the nature and extent of the Default, and (ii) Within sixty (60) days after service of the notice of Default, the Mortgagee fails to do either of the following: a. Cure the Default if it can be cured by the payment of.money; or b. If Mortgagee does not elect to cure the Default by the payment of money, or if the Default cannot be cured by the payment of money, the Mortgagee commences Foreclosure proceedings and thereafter, in. Lessor's sole opinion, diligently prosecutes the Foreclosure proceedings to conclusion. D. The Mortgagee. shall not be liable to perform Tenant's obligations under this Lease until the Mortgagee acquires the Leasehold Estate by Foreclosure, as described herein or by transfer in lieu of or under threat of Foreclosure. However, after the Mortgagee acquires the Leasehold Estate, Mortgagee shall be liable to pay any Rent and any other payments due by Tenant, and to cure any Default. After the Mortgagee acquires the Leasehold Estate by Foreclosure, the Mortgagee shall be liable to perform Tenant's obligations under this Lease only until the Mortgagee thereafter assigns or transfers.the Leasehold Estate. Any assignment or transfer of the Leasehold Estate by the Mortgagee shall require the written consent of Lessor and any purported assignment or transfer shall be ineffective without such written consent. Any such assignee or transferee shall then be liable to perform Tenant's obligations under this Lease. E. The time in which the Mortgagee is allowed to cure any Default under this Lease shall be extended by any period of time during which the Mortgagee is precluded by current law from Foreclosing due to the bankruptcy of Tenant or any court order prevents the Mortgagee from so acting. F. (i) As used in this Section: (a) "Tenant" shall include all assignees and renters of Tenant; (b) "Mortgagee" shall include the Trustee and beneficiary under a deed of trust; (c) "Mortgage" shall include a deed of trust, or any other form of real property security; and (d) "Foreclosure" shall include any judicial foreclosure or sale under the power of.sale in lieu of judicial foreclosure, or any transfer in lieu or under threat of foreclosure. G. Upon written request by Tenant, Lessor shall execute, acknowledge, and deliver to Tenant or to any lender or Mortgagee, a written statement stating (a) whether 1-1:\Airport\13uchanan Hangars,LLCTINAL LEASE 8-122-0800C J� the Lease is unmodified and is in full force and effect, and if modified, whether the modified Lease is in. full force and effect, and stating the nature of the modification), (b) the dates to which all rents and other.payments due hereunder have been paid, (c) whether Lessor is aware of any Tenant Default in the performance or observance of any term or condition hereof, ,and whether any notice has been given to Tenant of any Default which has not been cured (and, if so, specifying the same) and (d) such other reasonably related information requested from Lessor.. 35. NON-DISCRIMINATION A. Tenant hereby covenants and agrees that in the event facilities are constructed, maintained, or otherwise operated on the Premises for a purpose for which a United States Department of Transportation ("DOT") program or activity is extended or for another- purpose involving the provision of similar services or benefits, Tenant shall _ maintain and operate such facilities and services in compliance with all requirements imposed pursuant to, Title 49-, Code of Federal Regulations, Part 21, No.n-discrimination in Federally Assisted Programs of the Department of Transportation, ("49 .CFR Part 21"), and as such Regulations may be amended. B. Tenant hereby covenants and agrees that (1) no person shall .be excluded from participation in, denied the benefits of, or be otherwise subjected to, discrimination in the use of the Premises on the grounds of race, color, sex, or national origin, (2)i that in. the construction of any improvements on, over, or under the Premises and the furnishing of services thereon, no person shall be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination on the grounds of race, color, sex, or national origin and (3) that Tenant shall use the Premises in compliance with all other requirements imposed by or pursuant to 49 CFR Part 21, as Regulations may be amended. C. In the event of a breach' of any of the above non-discrimination covenants, Lessor shall have the right to terminate.this Lease and to re-enter and repossess the Premises and the facilities thereon. This provision does.not become effective until the procedures of 49 CFR Part 21 are followed and completed, including the expiration of any appeal rights. D. Tenant shall furnish its accommodations and/or services on a fair, equal, and not unjustly discriminatory basis to all users thereof and it shall charge fair, reasonable, and not unjustly discriminatory prices for each unit or service, provided that Tenant may be allowed to make reasonable and:nondiscriminatory discounts, rebates, or other similar types of price reductions to volume purchasers. E. Noncompliance with subsection D. above shall constitute a material breach thereof and, in the event of such noncompliance,. Lessor shall have the right to terminate this Lease without liability therefore or, at the election of Lessor or the H:Wirport\Buchanan I langars,LLCTINAL LEASE 8-12-08.DOC 40 United States, either Lessor or the United States government, or both shall have the right to judicially enforce the provisions of subsection D. F. Tenant agrees that it shall insert the above subsections A through E in any sublease agreement by which Tenant grants a right or privilege to any person, firm, or corporation to render accommodations and/or services to the public on the Premises. G. In the event Tenant employs anyone on the Premises or in connection with its activities on the Premises, Tenant assures that itwill undertake an Affirmative Action program (as such term is defined by 14 CFR Part 152, Sub-part E ("Sub- part V)), as required by Sub-part E to ensure that no person shall on the grounds of race, creed, color, national origin, or sex, be excluded from participating in any employment activities covered by Sub-part E. Tenant assures Lessor that no person shall be excluded on these grounds from participating in or receiving the services or benefits of any program or activity covered by Sub-part E. Tenant assures Lessor that it will require that its covered suborganizations provide assurances to Tenant that they similarly will undertake Affirmative Action .programs, and that they will require assurances from their suborganizations, as required by Sub-part E, to undertake the same effort. 36. OPERATION OF AIRPORT BY LESSOR H:\Airporf\Buchanan Hangars,LLCTINAL LEASE 5-12-0g.DOC 41 A. Aviation Hazards. . Lessor reserves the right to take any action it considers necessary to protect the aerial approaches of the Airport against obstructions, together with the right to prevent Tenant from erecting, or permitting to be erected, any building or other structure on the Premises which", in the opinion of Lessor or the Federal Aviation Administration, would limit the usefulness of the Airport or constitute a hazard to aircraft. The foregoing right is intended to provide Lessor with the ability to prohibit the construction of buildings or other structures, other than the Hangar Improvements, which may:interfere with the aerial approaches of the Airport and is not intended to provide Lessor with the right to remove a portion of the Hangar Improvements once constructed. If, however, any portion of the Hangar Improvements are ordered removed to protect the aerial approaches of the Airport against obstructions pursuant to this Section 36, Ground Rent shall be reduced to an. amount equal to the product of (i) the then-current Ground Rent multiplied by (ii) a fraction, the numerator of which is the number of square feet of the Premises remaining after such removal, and the denominator of which shall be the number of square feet of the Premises prior to such removal. Tenant is entitled to the value of Tenant's interest in that portion of the Hangar Improvements ordered removed, including, but not limited to (a) the residual value of the leasehold interest for the portion of the Hangar Improvements removed, and (b) the fair market value of the removed Hangar Improvements, were they to remain on the Premises. B. Navigational Aids. Lessor reserves the right during the Term of this Lease or any renewal and/or extension thereof to install air navigational aids. including lighting, in, on, over, under, and across the Premises. In the exercise of any of the rights hereof, Lessor agrees to give Tenant no less than ninety (90) days written notice of its intention to install such air navigational aids, and following installation Lessor shall be responsible for the maintenance and operation of such navigational aids. 37. AIRPORT USE AND DEVELOPMENT A. Lessor reserves the right to further develop or improve the landing area of the Airport as it sees fit, regardless of the desires or view of Tenant and without interference or hindrance.. B. Lessor reserves the right, but shall not be obligated to Tenant, to maintain and keep in repair the landing area of. the Airport. and all publicly-owned facilities at the Airport, together with the right to direct and control all activities of Tenant in this regard. C. This Lease shall be subordinate to the provisions and requirements of any existing or future agreement between Lessor and the United States, including but not limited to the Federal Aviation Administration, relative to, the development, operation, and maintenance of the Airport. D. There is hereby reserved to Lessor, its successors and assigns, for the use and H:\Airport\Buchanan Ilanoars,LLC\FINAL LEASE 8-12-03.DOC 42 benefit of the public, a right of flight for the passage of aircraft in the airspace above the surface of the Premises. This public right of flight, shall include the right to cause in said airspace any noise inherent in the operation of any aircraft used for navigation or flight through said airspace or landing at, taking off from, or operation at the Airport. 38. DEVELOPMENT OF PREMISES A. Tenant shall comply with the notification and review requirements covered by 14 CFR Part 77 of the.Federal Aviation Regulations in the event future construction of a building is planned for the Premises, or in the event of any planned modification or alteration of any present or future building or structure situated on the Premises. B. Tenant shall not erect nor permit the erection of any structure or object, or permit the growth of any tree on the Premises to exceed the established height contours. In the event the aforesaid covenants are breached, Lessor reserves the right to enter upon the Premises and to remove the offending structure or object and cut the offending tree, all of which shall be at Tenant's sole cost and expense. C. Tenant shall not make use of or develop the Premises in any manner that might interfere with or otherwise constitute a hazard to the landing and taking off of aircraft from the Airport (an "Interference Hazard"). Upon learning of any Interference Hazard, Lessor will notify Tenant of the existence thereof. Notwithstanding the foregoing, in the event Tenant creates an Interference Hazard, Lessor reserves the right to enter upon the Premises.and cause the abatement of such Interference Hazard at the sole cost and expense of Tenant. D. Nothing herein shall be construed to grant or authorize the granting of an exclusive right within the meaning of Section 308a of the Federal Aviation Act of 1958 (49 U.S.C. § 40103). E. This Lease and all of its provisions shall be subject to whatever right the United States Government now has or in the future may have or acquire, affecting the control, operation, regulation, and taking over of the Airport by the United States during a time of war or national emergency. 39. INSTRUMENT OF TRANSFER This Lease shall be subordinate and subject to the provisions and requirements of the Instrument of Transfer by and between the United States and Lessor dated the 9th day of October, 1947, and recorded in Book 1137, at page 114 of the Official Records of the County of Contra Costa, State of California. 40. CHOICE OF LAW I IAAirport`.13uchanan Hangars,1.LCTINAL LEASE 8-12-08.DOC 43 This Lease shall be interpreted and enforced under the laws of the State of California, with venue in the Superior Court of Contra Costa County, California. 41. NOTICES Any and all notices to be given under this Lease, or otherwise, may be served by enclosing same in a sealed envelope addressed to the party intended to receive the same, at its address set forth herein, and deposited in the United States Post Office as certified mail with postage prepaid. When so given, such notice shall be effective on the third day following the date of the mailing of the same. Notices may also be given via a reputable overnight courier service, effective on the next business day following delivery of the notice to the courier service for next day business delivery. For the purposes thereof, unless otherwise provided in writing by the parties hereto, the address of Lessor, and the proper party to receive any such notices on its behalf, is: Director of Airports Contra Costa County Airports 550 Sally Ride Drive Concord, CA 94520-5550 and the address of Tenant is: Buchanan Hangars LLC 2939 Ohio Way Denver, CO 80209 Attn: Michael E. Dunn 42. TIME IS OF THE ESSENCE Time is of the essence for each provision of this Lease. 43. BINDING ON SUCCESSORS The covenants and conditions herein contained shall, subject to the provisions as to assignment, apply to and bind the heirs, successors, executors, administrators and assigns of all of the parties hereto. 44. INVALID PROVISIONS; SEVERABILITY It is expressly understood and agreed by and between the parties hereto that in the event any covenant, condition or provision contained herein is held to be invalid by a court of competent jurisdiction, such invalidity shall not invalidate any other covenant, condition or provision of this Lease, provided, however, that the invalidity,of any such covenant,. condition or provision does not materially prejudice either Lessor or Tenant in their respective rights and obligations contained in the valid covenants, conditions and provisions of this Lease. H AAirpurt\Buchanan Hangars,LLCTINAL LEASE 8-12-08-DOC 44 45 PROVISIONS All provisions, whether covenants or conditions, on the part of Tenant and/or Lessor shall be deemed to be both covenants and conditions. 46. ENTIRE AGREEMENT This Lease and all exhibits (which are incorporated herein and made a part of this Lease by this reference), referred to in this Lease constitute the entire agreement between the parties relating to the rights herein granted and the obligations herein assumed and supersedes all prior or contemporaneous understandings or agreements of the parties. No alterations or variations of this Lease shall be valid unless they are in. writing and signed by Lessor and Tenant. 47. CUMULATIVE RIGHTS AND REMEDIES The rights and remedies with respect to any of the terms and conditions of this Lease shall be cumulative and not exclusive and shall be in addition to all other rights and remedies at law or in equity. Each right or remedy shall be construed to give it the fullest effect allowed in law. 48. NO THIRD-PARTY BENEFICIARIES Nothing in this Agreement, express or implied, is intended to confer on any person, other than Lessor and Tenant, and their respective successors-in-interest, any rights or remedies under or by reason of this Lease. 49. AUTHORITY OF MANAGER The manager of Tenant is executing the Lease solely in its capacity as manager, and neither manager nor any member of Tenant shall have any personal liability for the obligations of Tenant or otherwise under the Lease. 50. NO CONTINUING WAIVER , The waiver by Lessor of any breach of any of the terms or conditions of this Lease shall not constitute a continuing waiver or a waiver of any subsequent breach of the same or of any other terms or conditions of this Lease. The receipt by Lessor of any Rent with knowledge of the breach of any term or condition of this Lease shall.not be deemed to be a waiver by Lessor, unless such waiver is specifically expressed in writing by the Director of Airports. No payment by Tenant or receipt by Lessor of a lesser amount than specified in this Lease shall be deemed to be other than a payment on account of such Rent and shall not be deemed a waiver of notice of termination and of forfeiture of this Lease. 51. COVENANT AGAINST LIENS; RECORDATION AGAINST PREMISES Neither Tenant nor Lessor shall permit any mechanic's, materialman's, or other lien Il:\Airpurt\Buchanan hangars,LLCTINAL LEASE 8-12-OS.DOC: 45 against the Premises, or the property of which the Premises forms a part, in connection with any labor, materials, or services furnished or claimed to have been furnished. If any such lien shall be filed against the Premises, or property of which the Premises forms a part, the party charged with causing the lien will cause the same to be discharged, provided however, that either party may contest any such lien, so long as the enforcement thereof is stayed. Tenant shall not record a grant deed, warranty deed or other type of deed conveying an interest in the Premises or the improvements on the Premises with the County Recorder's office. Tenant shall not record this Lease or any sublease (or memoranda thereof), against the Premises without the prior written consent of Lessor. In the event Lessor consents to the recordation of this Lease or a sublease with the County Recorder's office, Tenant shall pay all charges incident to such recording. 52, LEASE AUTHORIZATION A. This Lease is made and entered into by Lessor in exercise of authority as recognized in Section 25536 of the Government Code of the State of California. B. Tenant hereby represents and warrants that it is a limited liability company duly organized and validly existing under the laws of the State of Colorado. 53. LEASE COUNTERPARTS This Lease may be executed in one or more counterparts, each of which shall be deemed a duplicate original, but all of which together shall constitute one and the same instrument. 54. HEADINGS AND CAPTIONS The section headings and captions of this Lease are, and the arrangement of this Lease is, for the sole convenience of the parties to this Lease. The section headings, captions, and arrangement of this. Lease do not in any way affect, limit, amplify or modify the terms and provisions of this Lease. The Lease shall not be.construed as if it had been prepared by one of the parties, but rather as if both parties have prepared it. The parties to this Lease and their counsel have read and reviewed this Lease and agree that any rule of construction to the effect that ambiguities are to be resolved against the drafting party shall not apply to the interpretation of this Lease. 11AAirportTuchanan I lanaars,LLC:\F1NAL LEASE 8-12-08.DOC 46 55. SIGNATURES LESSOR TENANT CONTRA COSTA COUNTY BUCHANAN. HANGARS LLC, a . political subdivision of Colorado limited liability company the State of California By: Buchanan Hangars Investors LLC, a Colorado limited liability company Its: sole member By: By: . , Keith Freitas Michael E. Dunn; Director of Airports Its Managing Member RECOMMENDED FOR APPROVAL: By: 'Beth Lee Assistant Director of Airports RECOMMENDED FOR APPROVAL: By: Karen Laws Principal Real Property Agent APPROVED AS TO FORM: Silvano B. Marchesi, County Counsel By: Beatrice Liu Deputy County Counsel H:\AirpOrt\Buchanan Hangars,LLCUINAL LEAST 8-12-08.DOC 47 S���PLPN EXHIBIT nc old. n�na�'=oT �Cm nP -�`..Gm tiOm Cm �Om :n ' it I nim> m �,$y0 ti *>C K 4`,i ,�,� T„ r ✓ir -,T ,�,: .yr K'i T Ct D 1 �Yi 3f1N3�V T o o - o mm�: r- om � m / % A,.�/',,•'� I ' <z loa I W r y p o � - a cn � '\gig 4, o ,• 1 Im> I I ., < 'r o z m m fie 'cam; '� Y T IP 5 � DI I I I I OI ?a Ii % % ;' ��o , _ •� _"��. I. is ' _. a I / I I ' ADG HANGARS at BUCHANAN FIELD AIRPORT DG CONTRA COSTA COUNTY,CALIFORNIA A.:atrp���elpam t Grpup LlC eF 1., 17131 E.lake Dme CCR HANGARS].LLC ei 2335 OM1io Way.Denver,CO SC205.30}na3e A—CO 80016 303dEb6Ti" EXHIBIT B PROPERTY DESCRIPTIONS 0 EXHIBIT 13 All that real property situate in the Rancho Monte Del Diablo, County of Contra Costa, State of California, described as follows: A portion of Parcel One as described in the CORRECTION DEED recorded August 16, 1951, in Book 1807 of Official Records, at Page 301, Contra Costa County Records, further described as follows: Commencing at the most southerly corner of Parcel Nine as described in said CORRECTION DEED, said point of commencement also being a point on the easterly line of Marsh Drive as said easterly line is shown on the Record of Survey filed December 30, 1969, in Book 52 of L.S.M., at Page 35, Contra Costa County Records; thence from said point of commencement South 08°50'32" West, 14041 feet along said easterly line of said Marsh Drive;. thence leaving said easterly line of Marsh Drive, South 81'09'28" East, 81.00 feet along the southerly line of Sally Ride Drive to the Point of Beginning; thence from said point of beginning continuing along said southerly line of Sally Ride Drive, South 81°.09'28"East, 12.00 feet to the beginning of a non-tangent curve concave to the southeast having a radius of 20.00 feet, a radial line to the beginning of said curve bears North 81°09.'28" West;thence northerly 31.42 feet along said curve through a central angle of 90°00'00"; thence South 81°09'28"East, 24.50 feet to the beginning of a curve concave to the northwest and having a radius of 234.00 feet; thence easterly and northerly 303.67 feet along said curve through a central angle of 74°21'21''; thence leaving said southerly line of Sally Ride Drive, South 65°30'49" East, 4.26 feet to the beginning of a curve concave to the west having a radius of 20.00 feet; thence southerly 31.43 feet along said curve through a central angle of 90'03'16"; thence South 24°32'27" West, 161.00 feet; thence South 65'28'13" East, 275.68 feet;thence South 24°31'47" West, 1239.76 feet; thence North 81°09'28"West, 73.78 feet;thence along the prolongation of a radial line North 13'37'13" West,21.23 feet to the beginning of a non-tangent curve concave to the northwest and having a radius of 24.00 feet; thence easterly and northerly 29.61 feet along said curve through a central angle of 70°41'03" to the beginning of a compound curve concave to the southwest and having a radius of 74.00 feet; thence northerly and westerly 56.49 feet along said curve through a central angle of 43°44'20''; thence North 38°02'35" West, 80.12 feet to the beginning of a curve concave to the northeast and having a radius of 76.00 feet;thence northerly 56.27 feet along said curve through a central angle of 42'25'18"; thence North 85°37'24", West 9.00 feet;thence North 04°22'36"East, 36.91 feet to the beginning of a curve concave to the east and having a radius of 6 10.00 feet; thence northerly 47.54 feet along said curve through a central angle of 04'27'56"; thence North 08°50'32",East 977.05 feet to a point on the southerly line of Sally Ride Drive and the Point of Beginning. Containing an area of 448,611 square feet, 10.30 Acres more or OND SV Attached hereto is a plat labeled"EXHIBIT B"hereby re9 art hereof O Ems.9-30--22- NO.6925 -30-2 .NO.6925 9 e=� KAProjects\2007\07071 Docs\LEGAI,S\LEGAL-Hanger Lease Line.doc „E FOUND CONC. MONUMEN WITH CURVE TABLE 5653p 49 1” IRON PIPE, 6' ID# DELTA RADIUS LENGTH TACK & TAG PER 52 LSM 35 221w 1 90'03'16" 20.00' 31.43' S 35'04'06" W 0.32' 1 521�� 2 74'21'21" 234.00' 303.67' P.O.C.—So. Cor. 16 ' 3 9900'00" 20.00' 31.42' PARCEL 9 5652$ 3, 4 04'27'56" 610.00' 47.54' 1807 OR 301 256$ 5 42'25'18" 76.00' 56.27' S86'11'45"E 2 .F, 6 4344'20" 74.00' 56.49' 28.11��TIE� SQ'F,��• R��g`� j 7 70'41'03" 24.00' 29.61' \moo so- S X50 . au, 3 cp. -oti <J,Fo p Cep <P'�\ ' so o�S' � A Portion Of << PARCEL 1 BUCHANAN FIELD 1807 OR 301. AIRPORT CONTRA COSTA COUNTY do so. ss LEASE AREA '1 10.2987 ACRES 448,611 S.F. ti PARCEL "C" 63 � 4 5 LSM 1 00 7 6 �"5• S NN• SU�`F� PARCEL �,�oG •�,���� 0, o "B" 63 LSM 1 cl No. 6925 PARCEL 63 ss AFP c� is P. 9-30-09 LSM 1 v� BELLECCI & ASSOCIATES, INC. DATE: AUGUST 13, Zoos SCALE: 1"=200' PROJECT NO.: 07071 SHEET 1 OF 1 CIVIL ENGINEERING• LAND PLANNING. LAND SURVEYING. 2290 DIAMOND BLVD,SUITE 100,CONCORD,CA 94520 EXHIBIT PHONE: (925)685-4569 FAX: (925)685-4838 EXHIBIT C MINOR MAINTENANCE The term "Minor Maintenance" shall mean the following activities that shall not emit fuel, hazardous fumes and/or vapors into the hangar or involve welding and/or other,potential open flame sources in the hangar: 1. Removal, installation and repair of landing gear tires. 2. Replacing elastic shock absorber cords on landing gear. 3. Servicing landing gear shock struts by adding oil, air, or both. 4. Servicing landing gear wheel bearings, such as cleaning and greasing. 5. Replacing defective safety wiring or cotter keys. 6. Lubrication not requiring disassembly other than removal of non-structural items such as cover plates, cowlings, and fairings. 7. Making simple fabric patches not requiring rib stitching or the removal of structural parts or control surfaces. 8. .Replenishing hydraulic fluid-in the hydraulic reservoir. 9. Repairing upholstery and decorative furnishings of the cabin or cockpit when the repairing does not require disassembly of any primary structure or operating system or interfere with an operating system or affect primary structure of the aircraft. 10. Making small simple repairs to fairings, non-structural cover plates, cowlings, and small patches and reinforcements not changing the contour so as to interfere with proper airflow. 11. Replacing side windows where that work does not interfere with the structure of any operating system such as controls, electrical equipment, etc. 12. Replacing safety belts. 13. Replacing seats or seat parts with replacement parts approved for the aircraft, not involving disassembly of any primary structure or operating system. 14. Troubleshooting and repairing broken circuits in landing light wiring circuits. 15. Replacing bulbs, reflectors, and lenses of position and landing lights. 16. Replacing wheels and skis where no weight and balance computation is involved. 17. Replacing any cowling not requiring removal of the propeller or disconnection of flight controls. 18. Replacing or cleaning spark plugs and setting of spark plug gap clearance. 19. Replacing any hose connection except hydraulic connections. 20. Replacing and servicing batteries. 21. Replacement or adjustment of non-structural fasteners incidental to operations. 22. The installation of anti-misfueling devices to reduce the diameter of fuel tank filler openings provided the specific device has been made a part of the aircraft type certificate data by the aircraft manufacturer, the manufacturer has provided. appropriately approved instructions acceptable to the Authority for the installation of the specific device, and installation does not involve the disassembly of the existing filler opening. 23. Wheels. 24. Parts of the control system such as control columns, pedals, shafts, brackets or horns. 25. Remove or open all necessary inspection plates, access doors, fairing, and cowling. 26. Cleaning the aircraft or aircraft engine. 27. Inspection, repair and replacement of the fuselage and hull group: fabric and skin, systems and components, and envelope, gas bags, ballast tanks, and related parts. 28. Inspection, repair and replacement of the cabin and cockpit group: seats and safety belts, windows and windshields, instruments, flight and engine controls, batteries, and all systems. 29. Inspection, repair and replacement of the engine and nacelle group: engine section, studs and nuts, internal engine, engine mount, flexible vibration dampeners, engine controls, lines, hoses, clamps, exhaust stacks, accessories, cowling and all systems. 30. Inspection, repair and replacement of the landing gear group: all units, shock absorbing devices, linkages, trusses and members, retracting and locking mechanism, hydraulic lines, electrical system, wheels, tires, brakes, and floats and skis. 31. Inspection, repair and replacements of the wing and center sections assembly. 32. Inspection, repair and replacement of the complete empennage assembly. 33. Inspection, repair and replacement of the propeller group: propeller assembly, bolts, anti- icing devices, and control mechanisms. 34. Inspection, repair and replacements of the radio group: radio and electronic equipment, wiring and conduits, bonding and shielding, and antenna. Ex"% . O� SvB�'�PS� F�R� EXHIBIT D FORM OF SUBLEASE (The Hangars at Buchanan Field Airport/Building Module_/Hangar Unit No. This SUBLEASE (this "Sublease") is dated for reference purposes as of , 200_, and is made by and between BUCHANAN HANGARS LLC, a Colorado limited liability company (the "Developer"), and the owner identified below (the "Owner"). For valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Developer and Owner hereby agree as foIIows: RECITALS A. This Sublease is made with reference to that certain lease agreement by and between Developer and the County of Contra Costa, a political subdivision of the State of California(the "County") and dated (the ".Lease"), which Lease is evidenced by that certain Memorandum of Lease recorded on , as Instrument No. of Official Records of Contra Costa County, California. Pursuant to the Lease, the Developer leased from the County that certain real property located in the County, which is more particularly described in Exhibit "A" to this Sublease. (the "Project Premises"). B. The Developer is developing a leasehold condominium project on the Project Premises (the "Project") and in connection therewith has recorded against the leasehold estate created by the Lease (i) that certain Declaration of Covenants, Conditions and Restrictions for the Hangars at Buchanan Field Airport in the Official Records of Contra Costa County, California, on , as Instrument No. (as the same may be amended in the future, the "Declaration"), and (ii) that certain condominium plan, filed with the Office of the County Recorder of Contra Costa County, California,on as Instrument No: (as the same may be amended in the future, the"Condominium Plan"). C. The Declaration, together with the Condominium Plan, created leasehold condominiums, each of which is comprised of(a) a subleasehold estate to a particular Unit (as defined in the Declaration and depicted in the Condominium Plan) coupled with (b) an undivided ownership interest in the Structural Common Area (as defined in the Declaration and Condominium Plan) of the building containing that Unit until the expiration, cancellation or other earlier termination of the subleasehold estate in that Unit. D. This Sublease is entered into to evidence the creation of the subleasehold estate (the "Subleasehold Estate") for the Unit identified on Exhibit "B" attached hereto and defined below as the "Premises", and the conveyance of an undivided ownership interest in the Structural Common Area of the building containing the Unit identified on Exhibit "B" (the "Building Improvements"). The Subleasehold.Estate, together with such undivided ownership interest in the Building Improvements, as more particularly.described on Exhibit "C", attached hereto, comprise the"Hangar Condominium". 536341312101 v6 E. Developer intends to assign its right, title and-interest under the Lease to The Hangars at Buchanan Field Airport Condominium Association, Inc., a California nonprofit mutual benefit corporation formed to manage the Project (the "Association".). Prior to such assignment, "Sublessor" refers to Developer and on and after such.assignment, "Sublessor" shall refer to the Association. F. As of the date hereof, Developer has not conveyed, and is the owner of, the Hangar Condominium and is the "Owner" under this Sublease; however, upon conveyance by the Developer of the Hangar Condominium to a purchaser, such conveyance shall include the assignment to such purchaser of the interests of "Owner" hereunder and such purchaser shall then be the "Owner" hereunder. With respect to each subsequent conveyance of the Hangar Condominium, each. such conveyance shall include the assignment to the subsequent purchaser of the interests of"Owner" hereunder-and such subsequent purchaser shall then be the "Owner" hereunder. AGREEMENT 1. Premises. Subject to the terms and conditions of this Sublease, Sublessor hereby subleases to Owner, and Owner hereby subleases, .as a tenant-in-common, from Sublessor the Unit more particularly described on Exhibit `B" attached hereto (the "Premises"), subject to the use rights, restrictions and easements established by the Declaration. 2. Building Improvements. Title to an undivided l/ th interest in the Building. Improvements shall remain in Owner until the expiration, cancellation, or other earlier termination of this Sublease. Upon such expiration, cancellation or other earlier termination of this Sublease, title to such undivided interest in the Building Improvements shall automatically vest in Sublessor and such Building Improvements shall_ remain upon and be surrendered with the Premises as part thereof. 3. Term. 3.1. Term. The initial term of this Sublease shall commence on (the "Commencement Date") and shall expire concurrently with the initial term of the Lease on , 2047 or such earlier date on which this Sublease may be terminated by its terms (the "Term"); provided, however, if the term of the Lease is extended, then the Tenn of this Sublease shall be automatically extended for.the same period. 4. Rent. 4.1. Base Rent. Commencing on the.Commencement Date and continuing throughout the Term of this Sublease, Owner shall pay to Sublessor as base rent for the Premises the amount of percent ( %) (the "Owner's Percentage") of the then current monthly."Ground Rent" (as defined in the Lease) due under the Lease (which "Ground Rent" due under the Lease is subject to annual increases pursuant to the Lease) ("Base Rent"). Base Rent and Supplemental Rent, as defined in"Paragraph 4.2 below (collectively, hereinafter "Rent"), shall be prorated on a daily,basis for the portion of the first calendar year of the Term of this Sublease. Rent shall be paid annually, in one lump sum, in advance on the December 1St 53634\312101v6 2 immediately preceding the calendar year for which Rent is due; provided, however, in the first partial calendar year of the Term of this Sublease, the prorated Rent for such first partial calendar year (in the amount of $ ) shall be paid in one lump sum on the Commencement Date. Rent shall be payable without notice or demand and without any deduction, offset, or abatement, in lawful money of the United States of America. Rent shall be paid directly to Sublessor at the address set forth below Sublessor's signature hereto or such other address as may be designated in writing by Sublessor. 4.2. Supplemental Rent. Owner shall pay to Sublessor the Owner's Percentage of additional sums ("Supplemental Rent") in addition to the. "Ground Rent" (as defined in the Lease) that are payable by Sublessor under.the Lease, including but not limited to any "Fuel Flowage Fee", "Additional Rent", "Transaction Fee" and "Sales Transaction Fee" (as such quoted terms are defined in the Lease) due under the Lease; provided, however and notwithstanding the provisions of Section 4.1 to the contrary, if any such amount is payable under the Lease as a result of the act or omission of Owner (and not generally attributable to all of the members of the Association as a whole), "Owner's Percentage" shall be deemed to be 100% of such amount. . By way of example and not limitation, Owner's Percentage of a Sales Transaction Fee due under the Lease in connection with the assignment of the Subleasehold Estate created by this Sublease shall be 100%. 4.3. Utilities. Owner shall pay to Sublessor the Owner's Percentage of utilities that are not separately metered. 4.4. Triple Net Lease. This Sublease shall be without cost to Sublessor during the Term hereof, or any continuance or execution of a replacement lease by and between Sublessor and Owner. It is the intent of the parties that this Sublease be interpreted and enforced as a triple net lease to Sublessor. 4.5. Late Payment; Interest. In the event Rent is not paid by Owner within ten (10) calendar days after the due date, Sublessor reserves the right to impose a late payment fee equal to the greater of ten percent (10%) per annum or the "Late Charge" (as defined in the Lease) due on such late Rent, but in no event greater than the maximum rate allowable under law. Such late payment fee shall be added to the amount due,and owing to Sublessor. .The assessment of late charges or the payment of same by Owner shall not in any manner prejudice or diminish the rights of Sublessor to pursue its rights available at law or equity hereunder. 5. Holdover. Owner acknowledges that it is critical that Owner surrender the Premises on'or before the last day of the Term hereof("Expiration Date") in accordance with the terms of this Sublease. Accordingly, Owner shall indemnify, defend and hold harmless Sublessor from and against all losses, costs, claims, liabilities and damages resulting from Owner's failure to surrender the Premises on the Expiration Date in the condition required under the terms of this Sublease (including, without limitation, any liability or damages sustained by Sublessor as. a result of a holdover of the Premises by Sublessor occasioned by the holdover of the Premises by Owner). In addition to such other rights and remedies that may be available to Sublessor under law or equity, Owner shall pay Sublessor holdover rent equal to two hundred percent (200%) of the Rent (at the rate then in place at the time of the Expiration Date) for any 53634\312101v6 3 period from the Expiration Date through the date Owner surrenders the Premises in the condition required hereunder. 6. Maintenance. Owner shall maintain the Premises in accordance with the maintenance requirements set forth in the Declaration, which requires, among other things, conformance with the maintenance requirements of the Lease. In the event Owner fails to cause such maintenance to be commenced and diligently performed to completion within fifteen (15) days after written notice from Sublessor requesting the maintenance in question, Sublessor may undertake the specified maintenance for the account of Owner and Owner shall promptly reimburse Sublessor's actual.cost and expenses incurred in connection therewith. Owner shall not make any alterations or improvements to the Premises, except in accordance with the Declaration and the Lease and with the prior written consent of the Sublessor and of the County as required by the Lease. 7. Use. 7.1. Lease; Declaration. Owner acknowledges that its use of the Premises shall be subject to the provisions of the Declaration and the Lease, including without limitation the right of the Association to enter the Premises for purposes of fulfilling its obligations under the Declaration and the Lease. Owner warrants that it has received and read the Lease and the Declaration. 7.2. Commercial Operations; License Agreements. 7.2.1 Owner acknowledges that the Lease prohibits Owner from engaging in commercial operations on the Premises without the prior written consent of the Director of Airports.. Owner further understands that the Project Premises, including the Premises, is owned in fee by the County, and that Sublessor has entered into the Lease with the County for the Project Premises. ..Concurrent with the execution of this Sublease, and as further consideration hereof, in the event Sublessee desires to engage in commercial operations on the Premises, Sublessee shall .enter into a license agreement (the "License Agreement") with County pursuant to the license provisions of the Lease and subject to terms and conditions as established between County and Sublessee, for the privilege of conducting its business at the Buchanan Field airport (the "Airport") and in consideration for the impacts such commercial operations may have on the Airport property. Owner shall have no right to operate such commercial operations under this.Sublease until the License Agreement has been executed by County and Owner, and Owner shall provide Sublessor with a copy of any such executed. License Agreement and shall immediately inform Sublessor of the termination of any such License Agreement. Notwithstanding the terms of any such.License Agreement, Owner shall remain subject to the use restrictions set forth in the Declaration, which shall remain in force and effect notwithstanding any such License Agreement. 7.2.2 Owner understands and agrees that, in the event (i) Owner engages in commercial operations on the Premises and fails to enter into a License.Agreement, (ii) of a default or breach by Owner of his or her License Agreement with the County, or (iii) the License Agreement is terminated for any reason and Owner nevertheless continues to engage in 53634\3 MOM 4 commercial operations on the Premises, Sublessor shall Have the right to cancel and/or terminate this Sublease within ten(10) days.after written notice to Owner. 8. Insurance. Owner shall cause to be obtained and kept in full force and effect by the Association during the Term hereof the insurance required to be carried by the Declaration, including insurance required to be carried by the tenant under the Lease. Sublessor shall be added as an additional insured in any policy of insurance carried by or on behalf of Owner in connection with this Sublease and shall provide Sublessor with certificates of insurance upon Sublessor's request. 9. Right to Cure Defaults. If Owner fails to pay any sum of money to Sublessor due hereunder, or fails to perform any other act on its part to be performed hereunder, then Sublessor may, but shall not be obligated to, make such payment or perform such act. All such sums paid, and all reasonable costs and expenses of performing any such act, shall be deemed Supplemental Rent payable by Owner to Sublessor upon demand, together with interest thereon at the lesser of (i) ten percent (10%) per annum or.(ii) the maximum rate allowable under law (the "Interest Rate") from the date of the expenditure until repaid. 10. Assignment; Sublease. Owner's Subleasehold Estate evidenced by this Sublease is appurtenant to Owner's undivided ownership interest in the Building Improvements and. ownership of the Hangar . Condominium and upon each transfer of title to the Hangar Condominium, this Sublease shall be assigned and the undivided ownership in the Building Improvements shall be conveyed by the then current Owner hereunder to the transferee of title to the Hangar Condominium, who shall then be the Owner hereunder and who shall then be responsible for payment to the Sublessor of any "Sales Transaction Fee" or other "Transaction Fee" payable under the Lease in connection with such transfer. Owner shall not assign or transfer its interest in this Sublease except (i) as set forth in Section 13, below, or (ii) to. a successor, assignee or transferee from Owner of the Hangar Condominium effected through the execution of the form of assignment of sublease attached hereto as Exhibit "D". Upon the assignment of any interest in this Sublease, Owner/assignor shall notify County as required by Section 10 of the Lease and shall ensure that any applicable Transaction Fee and/or Sales Transaction Fee (as. such terms are defined in the Lease) are paid to County. Owner shall not sub-sublease all or any portion of the Premises except in compliance with the provisions of. Section 10 of the Lease. 11. Effect of Conveyance. In the event of assignment or transfer by Developer to the Association of Developer's interest under the Lease to the Association, which assignment or transfer may occur at any time during the Term hereof in Developer's sole discretion and without requirement of the consent of Owner, Developer shall be and hereby is entirely relieved of all covenants and obligations of Sublessor hereunder, and it shall be deemed and construed, without further agreement between.the parties hereto, that Association has assumed and shall carry out all covenants and obligations thereafter to be performed by Sublessor hereunder. Developer may transfer and deliver any security of Owner to Association, as the transferee of the tenant's interest under the Lease, andthereupon Developer shall be discharged from any further liability with respect thereto. 536341312101v6 5 12. No Merger. In 'the event (i) this Sublease is executed with respect to a Condominium that is owned by Developer and is not concurrently being conveyed by Declarant to a purchaser, and the.Developer is then both the lessee under the Lease and the Owner under this Sublease, (ii) the Association acquires the Subleasehold Estate which is the subject of this Sublease through foreclosure or any proceedings in lieu thereof, and the Association is then both. the lessee under the.Lease and the Owner under this Sublease, or (iii) the Owner under this Sublease and the lessee under the Lease otherwise become one and the same party, then in such event, the Subleasehold Estate evidenced by this Sublease shall not merge into the leasehold estate under the Lease, it being the intention of the parties that this Sublease continue in force and effect. 13. Financine. 13.1. Owner's RiLrht to Finance. Owner may, at any time or from time to time, encumber the Subleasehold Estate created by this Sublease with up to two (2) mortgages at any time. Such right of Owner to mortgage the Subleasehold Estate with up to two (2) mortgages at any one time shall be a continuing right and shall not be deemed to be exhausted by the exercise thereof on one or more occasions. 13.2. Mortgagee's General Cure.Rights. Sublessor, prior to terminating this Sublease or exercising any other right or remedy hereunder for a default by Owner, shall give the holder of a deed of trustor mortgage encumbering the Subleasehold Estate created hereby (the "Subleasehold Mortgagee") written notice of the. pertinent default by Owner and thirty (30) days thereafter in which to cure the same, or, if the subject default by Owner is of such a nature that the same cannot reasonably be cured within said thirty (30) day period, then the Subleasehold Mortgagee's cure period shall be extended forso long as the Subleasehold Mortgagee diligently pursues the cure to completion. Furthermore, if such default requires the Subleasehold Mortgagee to be in possession to effect a cure, Subleasehold Mortgagee's cure period shall be extended to afford Subleasehold Mortgagee time to obtain possession of the Premises. In. the event this. Sublease is terminated in accordance with this Sublease or by provision of law, or in the event Sublessor dispossesses Owner, Sublessor shall give the Subleasehold Mortgagee written notice thereof within ten (10) days after the termination or dispossession: 14. Inspection. Authorized representatives of the County and the Sublessor shall be allowed access by the Owner to the Premises at all reasonable times, for the purpose of examining and inspecting the Premises. Except in cases of emergency, no inspection shall be made without reasonable prior notice to.the Owner. At all times, Owner shall provide to, and Sublessor shall have means of access to, the interior of Owner's Unit (whether by way of key, lock combination or other means). 15. - Default. Owner's failure to perform each of its obligations under this Sublease shall be deemed a material default under this Sublease. In addition, Owner shall be in material default of its obligations under this Sublease if Owner is responsible for the occurrence of default under the Lease. A default by Owner under this Sublease shall constitute a default by Owner under the Declaration and in such event, the Association shall have the rights and remedies U 536341312101v6 6 against the Owner as set forth in the Declaration and Sublessor shall be entitled to any remedies available to it at law or in equity. 16. Surrender. On or before the Expiration Date or any sooner termination.of this Sublease, Owner shall remove all of its personal property, furnishings and equipment on the Premises and shall surrender the Premises to Sublessor in (a) good condition, order and repair, reasonable wear and tear excepted, (b) free of Hazardous Substances (as defined in the Lease) used, stored, handled, manufactured transported, released, discharged, emitted or disposed of by Owner or it agents, employees, contractors or invitees and (c) in accordance with the Lease. Owner shall repair any damage to the Premises caused by Owner's removal of its personal property, furnishings and equipment. If the Premises are not so surrendered, then Owner shall be liable to Sublessor for all costs incurred by Sublessor in returning the Premises to the required condition, plus interestthereon at the rate of three percent (3%) over the prime rate then being charged by Bank of America, N.A. but in no event greater than the maximum rate permitted by law. 17. Notices. Unless at least five (5) days prior written notice is given in the manner set forth in this paragraph, the address of each party for all purposes connected with this Sublease shall be at the address set forth below their signatures at the end of this Sublease; provided, however, notices to subsequent Owners (i.e., notices to the purchaser of the Hangar Condominium from Buchanan Hangars LLC and to all subsequent purchasers) shall be sent to the address for that party set forth in the Association's books and records as the address of such party for notice purposes. All notices, demands or communications in connection with this Sublease. shall be properly addressed and delivered as follows: (a) personally delivered; or (b) submitted to an overnight courier service, charges prepaid; or (c) deposited in the mail (certified, return-receipt requested, and postage prepaid). Notices shall be deemed delivered upon receipt, if personally delivered, one (1) business day after being so submitted to an overnight courier service and three (3) business days after deposit in the United. States mail, mailed as set forth above. All notices given to the County under the Lease shall be considered received only when delivered in accordance with the Lease. 18. Subordination. This Sublease is and at all times shall be subject and subordinate to the Lease and the rights of the County thereunder. 19. Choice of Law. This Sublease shall in all respects be governed by and construed in accordance with the Laws of the State of California. 20. No Drafting Presumption. The parties acknowledge that this Sublease has been agreed to by both the parties, that Sublessor and Owner have consulted with attorneys with respect to terms of this.Sublease and that no presumption shall be created against Sublessor because Sublessor drafted this Sublease. 21. Paragraph Headings. The paragraph headings contained herein are for convenience of reference and are not intended to define or limit the scope of any provision of this Sublease. 53634131210lv6 7 22. Invalid Provisions. In the event any covenant, condition or provision contained. herein is held to be invalid by any court of competent jurisdiction, the invalidity of any such covenant, condition or provision shall in no way affect any other covenant, condition or provision herein contained; provided that the invalidity,of such covenant, condition or provision does not materially prejudice either Sublessor or Owner in their respective rights and obligations contained in the valid covenants, conditions or provisions of this Sublease. 23. Attorneys' Fees. In the event of litigation or other proceedings to enforce or interpret this Sublease, each party shall be required to pay its own fees and costs and expenses, including its own attorneys' fees, and there shall be no award of fees to the putative "prevailing party-" 24. Successors and Assigns. This Sublease shall be binding upon and inure to the benefit of the parties hereto and ,their respective successors, heirs, legal representatives and assigns. 25. Estoppel Certificate. At any time and from time to time either party shall execute, acknowledge and deliver to the other a written statement certifying that this Sublease is in effect without modification of the provisions hereof (or if there have been modifications, a statement thereofJ and that neither party is in default hereunder (or if any such default exists, a description thereof). Any such certificate shall be delivered within ten days after request is made therefor. 26. Miscellaneous. In this Sublease,the singular shall include the plural, the singular in reference to one gender shall include the other and the neuter, as appropriate. Any action concerning this Sublease may be brought in Contra Costa County, California. 27. Counterparts. This Sublease may be executed in one (1) or more counterparts each of which shall be deemed an original but all of which together shall constitute one (1) and the same instrument. Signature copies may be detached from counterparts and attached to a single copy to form one (1) document. 28. ARBITRATION'OF DISPUTES. . IT IS AGREED THAT ANY CLAIM OR DISPUTE BETWEEN SUBLESSOR AND OWNER ARISING OUT OF THIS SUBLEASE OR RELATING. IN ANY WAY TO THE SUBLEASEHOLD ESTATE EVIDENCED BY THIS SUBLEASE, INCLUDING WITHOUT LIMITATION ANY DEFENSE GOING TO THE FORMATION OR VALIDITY OF THIS SUBLEASE OR ANY PROVISION HEREOF, SHALL BE DETERMINED BY .SUBMISSION TO BINDING ARBITRATION PURSUANT TO THE FEDERAL ARBITRATION ACT AND SUBJECT TO THE RULES AND PROCEDURES OF THE AMERICAN ARBITRATION ASSOCIATION ("AAA").. JUDGMENT UPON THE AWARD RENDERED BY THE ARBITRATOR(S) MAY BE ENTERED IN ANY COURT OF COMPETENT JURISDICTION. THE • FILING OF A JUDICIAL ACTION TO ENABLE RECORDATION OF A NOTICE OF PENDING ACTION OR FOR AN ORDER OR ATTACHMENT, THE APPOINTMENT OF A RECEIVER, OR FOR AN INJUNCTION OR FOR OTHER PROVISIONAL REMEDIES SHALL NOT CONSTITUTE A WAIVER 53634\312101v6 8 OF THE RIGHT TO`ARBITRATION HEREUNDER. IF ANY PROVISION OF THIS PARAGRAPH 28 SHALL BE HELD TO BE INVALID,. ILLEGAL OR UNENFORCEABLE, THE VALIDITY OF THE OTHER PROVISIONS OF THIS PARAGRAPH 28 SHALL IN NO WAY BE AFFECTED THEREBY. SUBLESSOR AND OWNER EXPRESSLY AGREE AND ACKNOWLEDGE THAT THIS AGREEMENT .INVOLVES AND CONCERNS INTERSTATE COMMERCE AND IS GOVERNED BY THE PROVISIONS OF THE FEDERAL ARBITRATION ACT (9 U.S.C. §1, ET SEQ.) NOW IN EFFECT AND AS THE SAME MAY FROM TIME TO TIME BE AMENDED, TO THE EXCLUSION OF ANY DIFFERENT OR INCONSISTENT STATE OR LOCAL LAW, ORDINANCE, REGULATION, OR JUDICIAL RULE. ACCORDINGLY, ANY AND ALL DISPUTES SHALL BE ARBITRATED - WHICH ARBITRATION SHALL BE MANDATORY AND BINDING-PURSUANT TO THE FEDERAL ARBITRATION ACT. NOTWITHSTANDING ANYTHING TO THE CONTRARY SET FORTH ABOVE IN THIS PARAGRAPH 28, THE FOLLOWING MATTERS ARE EXCLUDED FROM ARBITRATION HEREUNDER: (1) AN UNLAWFUL DETAINER PROCEEDING, (II) THE FILING OR ENFORCEMENT OF A MECHANIC'S LIEN, OR (III) ANY MATTER WHICH IS WITHIN THE JURISDICTION OF A PROBATE OR SMALL CLAIMS COURT. IF FOR ANY REASON THE COUNTY IS DEEMED TO BE THE SUBLESSOR UNDER THIS SUBLEASE, IT SHALL NOT BE BOUND BY THE TERMS OF THIS PARAGRAPH 28. NOTICE: BY INITIALING IN THE SPACE PROVIDED BELOW, YOU ARE AGREEING TO HAVE ANY. DISPUTE ARISING OUT OF THE MATTERS INCLUDED IN THE ARBITRATION OF DISPUTES PROVISION DECIDED BY NEUTRAL ARBITRATION AS PROVIDED BY THE FEDERAL ARBITRATION ACT AND THE CALIFORNIA ARBITRATION ACT, TO THE EXTENT THE CALIFORNIA ARBITRATION ACT IS NOT INCONSISTENT WITH THE FEDERAL ARBITRATION ACT, AND YOU ARE GIVING UP ANY RIGHTS YOU MIGHT POSSESS TO HAVE THE DISPUTE LITIGATED IN A COURT OR JURY TRIAL. BY INITIALING IN THE SPACE BELOW, YOU ARE GIVING UP YOUR JUDICIAL RIGHTS TO DISCOVERY AND APPEAL, UNLESS SUCH RIGHTS ARE SPECIFICALLY INCLUDED IN THE ARBITRATION OF DISPUTES PROVISION. IF YOU REFUSE TO SUBMIT TO ARBITRATION AFTER AGREEING TO THIS PROVISION,. YOU MAY BE COMPELLED TO ARBITRATE UNDER THE AUTHORITY OF THE FEDERAL ARBITRATION ACT AND THE CALIFORNIA ARBITRATION ACT, TO THE EXTENT THE CALIFORNIA ARBITRATION ACT ISNOT INCONSISTENT WITH THE FEDERAL ARBITRATION ACT. YOUR AGREEMENT TO THIS ARBITRATION PROVISION IS VOLUNTARY. WE HAVE READ AND UNDERSTAND THE FOREGOING AND AGREE TO SUBMIT DISPUTES ARISING OUT OF THE MATTERS INCLUDED IN THE ARBITRATION OF DISPUTES PROVISION TO NEUTRAL ARBITRATION. 53634\312101x6 9 BY PLACING THEIR_ INITIALS HERE, SUBLESSOR OWNER 1, THE PARTIES AGREE TO ARBITRATION. [signature page follows] 536341312101v6 10 [signature page to Sublease] IN WITNESS WHEREOF the parties have executed this Sublease as of the day and year first above written. "OWNER" "SUBLESSOR" and "DEVELOPER" BUCHANAN HANGARS LLC, BUCHANAN HANGARS LLC, a Colorado limited liability company a Colorado limited liability company By: By: Michael E: Dunn Michael E. Dunn Its Manager Its Manager Address: 2939 Ohio Way Address: 2939 Ohio Way Denver, Colorado 80209 Denver, Colorado 80209 Facsimile: (303) 777-7823 Facsimile: (303) 777-7823 Attn: Michael E. Dunn Attn: Michael E. Dunn 536341312101v6 11 Exhibit"A" to the Sublease Legal Description—Project Premises 53634\312101v6 Exhibit"A' Exhibit `B" to the Sublease Legal Description—Unit Unit as identified in that certain Condominium Plan recorded on , 200_, as Instrument No. of.Official Records of Contra Costa County, California. 53634�31210M Exhibit`B" Exhibit"C'' to the Sublease Legal Description—Hamar Condominium (Building Module_/Unit= A condominium, as defined in Section 783 and 1351(f) of the California Civil Code, for a term of years as set forth in Section 3.1(a) of the Declaration of Covenants, Conditions and Restrictions for The Hangars at Buchanan Field Airport, recorded on 200 as Instrument No. in Official Records of Contra Costa County, California(the "Declaration"), comprised of: PARCEL ONE: An undivided l/ th fractional interest in the Structural Common Area (as defined in the Declaration) in Building Module D (the:"Building Module"), as more fully depicted on that certain Condominium Plan,recorded on 200 , as Instrument No: in Official Records of Contra Costa County, California(the "Condominium Plan"); EXCEPTING AND RESERVING THEREFROM, each of the Units located within the Building Module, as shown and described in the Condominium Plan; PARCEL TWO: A subleasehold estate, evidenced by that certain Memorandum of Sublease recorded on , 200_, as Instrument No. Instrument No. in Official Records of Contra Costa County, California, in Unit D- , consisting of certain air space as shown and described in the Condominium Plan. PARCEL THREE: Nonexclusiveeasements appurtenant to PARCEL TWO for access, ingress, egress, encroachment, maintenance,repair, drainage, support, and for such other purposes as are described in the Declaration. PARCEL FOUR: Such other exclusive use easements appurtenant to PARCEL TWO as are specified in the Declaration. EXCLUDING THEREFROM AND RESERVING TO GRANTOR, its successors and assigns, all those certain easements and rights reserved to .Grantor in the Declaration, together with the right to grant said easements to others. SUBJECT TO that certain Lease Agreement originally entered into by and between Contra Costa County and Buchanan Hangars LLC, dated and evidenced by that certain Memorandum of Lease recorded on , 200_, as:Instrument No. of Official Records of Contra Costa County, California. FURTHER. SUBJECT TO nondelinquent general and special real property taxes and all nondelinquent unpaid general, supplemental and special assessments; covenants, conditions, restrictions, easements, reservations, dedications, rights and rights-of-way of record or discoverable by inspection or survey including, without limitation, the Declaration; and all other covenants, conditions, restrictions, easements and rights of way of record. 53634\312101v6 Exhibit"C" Exhibit"D" to the Sublease Form of Assignment of Sublease 53634\31210M Exhibit"D" EXHIBIT E FORM OF CONSENT, NON-DISTURBANCE AND ATTORNMENT AGREEMENT EXHIBIT E FORM OF CONSENT, NON-DISTURBANCE AND ATTORNMENT AGREEMENT THIS CONSENT, NON-DISTURBANCE AND ATTORNMENT AGREEMENT (this "Agreement") is entered into as of 20 • , by and among ("Owner"), the County of Contra Costa, a political subdivision of the State of California (the "County"), and BUCHANAN HANGARS LLC; a Colorado limited liability company (the "Developer"). For purposes of this Agreement, Owner, the County and the Developer are from time to time hereinafter referred to individually as a"Party" and collectively as the"Parties." RECITALS A. WHEREAS, the County, as landlord, and the Developer, as'tenant, entered into that certain lease agreement, dated , 2007 (the"Lease"), whereby the Developer leased from the County certain real property located at the Buchanan Field Airport in Concord, California, as more particularly described on Exhibit A attached hereto and made a part hereof (the "Premises"). The Lease is evidenced by that certain Memorandum of Lease recorded on as Instrument No. of the Official Records of Contra Costa County, California and is incorporated herein by this reference. B. WHEREAS, the Developer has created a leasehold condominium subdivision on the Premises comprised.of a L_)unit hangar facility(the "Hangar Facility"). C. WHEREAS, Owner is the purchaser of a hangar leasehold condominium at the Hangar Facility commonly known as Unit,of The Hangars at Buchanan Airport and more particularly described on Exhibit B attached hereto and made a part hereof(the "Unit"), and is the sublessee under that certain sublease dated between itself and the Developer, as sublessor(the "Hangar Sublease"). D. WHEREAS, this Agreement is being executed by the Parties in accordance with the requirements of Section 10.E of the Lease, which requires the County and Owner to enter into a consent, nondisturbance and attornment agreement upon the execution of the Hangar Sublease. Accordingly, because Section l O.E of the Lease already contemplates that the County, Owner and the Developer shall enter into a consent, nondisturbance and attornment agreement, this Agreement shall not be deemed to be an amendment or modification of the Lease but instead shall be deemed to be an implementation of the Lease. NOW, THEREFORE, in consideration of the covenants of the Parties herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties hereby agree as follows: AGREEMENT 1. Consent. The County hereby consents.to the Hangar Sublease and, subject to the provisions of Section 3 below, agrees that Owner's peaceful and quiet possession of the Unit 536341313405v4 1 shall not be disturbed by the County's exercise of its rights or remedies under the Lease. The Hangar Sublease.is subject and subordinate to the Lease. Except as set forth in Section 3(b) below, the County shall not be bound by any of the terms, covenants, conditions, provisions or agreements of the Hangar Sublease nor have any obligation to Owner thereunder, notwithstanding the fact the County is a third party beneficiary of certain provisions as set forth in Section 3 below. 2. Non-Release of the Developer. Except as specifically set forth in the Lease, neither the Hangar Sublease nor the County's consent thereto shall release or discharge the Developer from any liability, whether past, present or future,under the Lease or alter the primary liability of the Developer to pay the rent and perform and comply with all of the obligations.of the Developer to be performed under the Lease. 3. Assignment of Hanear Sublease Rents. the Developer hereby assigns and transfers to the County the Developer's interest in the Hangar Sublease and all rentals and income arising therefrom, as security for the performance of the Developer's obligations under the Lease subject to the terms of this Section 3. The County agrees that until such time as a default shall occur in the performance of the Developer's obligations under the Lease, and such default continues. uncured after the expiration of any applicable notice or grace period, the Developer may receive, collect and enjoy the rents accruing under the Hangar Sublease. In the event the Developer shall default in the performance of its obligations to the County under the Lease (whether or not the County terminates the Lease), and if such default continues uncured after the expiration of any applicable notice or grace period, the County may, at its option and by notice to the Developer (i) elect to receive and collect, directly from Owner, all rent and any other sums owing and to be owed under the Hangar Sublease, as further set forth in Section 3(a), below, or (ii) elect to succeed to the Developer's interest in the Hangar Sublease and cause Owner to attom to the County, as further set forth in Section 3(b) below. (a) County's Election to Receive Rents. The County shall not, by reason of the Hangar.Sublease nor by reason of the collection of rents or any other sums from the Owner, be deemed liable to Owner for any failure of the Developer to perform and comply with any of its obligations under the Hangar Sublease, and the Developer hereby irrevocably authorizes and directs Owner, upon receipt of any written notice from the County stating that a default exists in the performance of the Developer's obligations under the Lease, to pay to the County the rents.. and any other sums due and to become due under the Hangar Sublease. the Developer agrees that Owner shall have the right to rely upon any such statement and request from the County, and that Owner shall pay any such rents and any other sums to the County without any obligation or right to inquire as to whether such default exists and notwithstanding any notice from or claim from the Developer to the contrary. the Developer shall not have any right or claim against Owner for any such rents or any other sums-so paid by Owner to the County. The County shall credit the Developer with any rent received by the County under the assignment set forth above, but the acceptance of any payment on account of rent from Owner as the result of any default under the Lease shall in no manner whatsoever be deemed an attornment by, the County to Owner or by Owner to the County, nor shall the receipt of rent by the County be deemed a. . waiver by the County of any provision of the Lease or serve to release the Developer from any liability under the terms, covenants, conditions,. provisions or agreements of the Lease. Notwithstanding the foregoing, any other payment of rent from the Owner directly to the County, 53634\313405v4 2 regardless of the circumstances or reasons therefor, shall in no manner whatsoever be deemed an attornment by the Owner to the County in the absence of a specific written agreement signedby the County to such an effect or the satisfaction of the conditions to Owner's attornment set forth in Section 3(b)below. (b) Non-Disturbance and Attornment. If the Lease is . terminated or cancelled prior to the end of its Term (as such term is defined in the Lease), then so long as Owner is not in default under the Hangar Sublease beyond any applicable cure period afforded Owner thereunder, then (i) the County shall recognize Owner's subleasehold estate under the Hangar Sublease for the remaining balance of its term plus any extensions thereof effected in accordance with the terms of the Hangar Sublease, (ii) Owner's rights under the Hangar Sublease shall not be affected, and Owner's possession and occupancy of the Unit under the Hangar Sublease shall not be disturbed, and (iii) the Hangar Sublease shall continue in full force and effect and Owner shall automatically attorn to the.County as Owner's landlord under the Hangar Sublease. Notwithstanding the foregoing, the County shall not (iv) be liable for any prepayment of rent or any security deposit paid by Owner unless actually received by the County, (v) be liable for any previous act or omission of the Developer under the Hangar Sublease or for any other defaults of the Developer under the Hangar Sublease, (vi) be subject to any defenses or offsets previously accrued which Owner may have against the Developer, or (vii) be bound by any changes or modifications made to the Hangar Sublease without the written consent of the County. Provided Owner is not in default under the Hangar Sublease beyond any applicable cure period afforded Owner thereunder at the time of termination or cancellation of the Lease, Owner's attornment to the County as its landlord shall occur automatically and be self-operative without the execution of any further documents immediately upon the termination or cancellation of the Lease. Owner agrees, however, upon the election of and written demand by the County after the termination or cancellation of the Lease, to execute an instrument, satisfactory to the County, confirming the foregoing provisions whereby Owner shall acknowledge such attornment and shall set forth the terms and conditions of its tenancy. 4. Third Party Beneficiary. Owner agrees that the County shall be a third party beneficiary of Owner's indemnity obligations to the Developer contained in the Hangar Sublease, all of which shall also inure to the benefit of the County, and its officers, directors, employees, agents, contractors, successors and assigns. 5. General Provisions. (a) Consideration for Hangar Sublease. the Developer and Owner represent and warrant that there are no additional payments of rent or any other consideration of any type payable by Owner to the Developer with regard to the Unit other than as disclosed in the Hangar Sublease. .(b) Governing Law. The terms and provisions of this Agreement shall .be construed in accordance with and governed by the laws of the State of California. (c) Binding Effect. This Agreement shall be binding upon and inure to the benefit of the Parties hereto, their heirs, successors and assigns including the successors of 53634\313405v4 3 Owner in the Unit and the successors of the Developer under the Lease. As used herein, the singular number includes the plural and the masculine gender includes the feminine and neuter. (d) Captions. The paragraph captions utilized herein are in no way intended to interpret or limit the terms and conditions hereof; rather, they are intended for purposes of convenience only. (e) Partial Invalidity. If any term, provision or coridition contained in this Agreement shall, to any extent, be invalid or unenforceable, the remainder of this Agreement, or the application of such term, provision or condition to persons or circumstances other than those with respect to which it is invalid or unenforceable, shall not be affected thereby, and each and every other term, provision and condition of this Agreement shall be valid and enforceable to the fullest extent possible permitted by law. (f) Notices. All notices and other communications provided for. under this Agreement shall be in writing and shall be personally delivered or sent by certified United States mail, by nationally recognized overnight courier such as Federal Express, or by facsimile or by other means of telecommunication, to the following addresses: County: Director of Airports Contra Costa County Airports 550 Sally Ride Drive Concord, CA 94520-5550 Fax: (925) 646-5731 the Developer: Buchanan Hangars LLC 2939 Ohio Way Denver, Colorado 80209 Attention: President Fax: (303) 777-7823 Owner: To the address and/or facsimile set forth.below Owner's signature to this Agreement or, as to each Party, at such other address as shall be designated by such Party in a written notice to the other Parry complying as to delivery with the terms of this Section. All such notices and communications shall be deemed received (i) if personally delivered, upon delivery; (ii) if sent by certified United States mail, following deposit in the mail with postage prepaid, upon receipt; (iii) if sent by courier service with next business day delivery charges prepaid, upon receipt; and (iv) if sent by facsimile or similar form of telecommunications, upon receiptif received on or before 5:00 p.m. local time at.the receiving Party's facsimile machine during a business day or otherwise on the next business day. (g) Conflict with Hangar Sublease. In the event of any conflict between the provisions of this Agreement and the Hangar Sublease, the provisions of this Agreement shall control. 53634\313405v4 4 IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and year first set forth above. COUNTY: DEVELOPER: CONTRA COSTA COUNTY, BUCHANAN HANGARS LLC, a Colorado a political subdivision of limited liability company the State of California RECOMMENDED FOR APPROVAL: By: Michael E. Dunn By: Its Manager Beth Lee, Airports Business and Development Manager RECOMMENDED FOR APPROVAL: By: Karen Laws, Principal Real Property Agent APPROVED AS TO LEGAL FORM: Silvano B. Marchesi, County Counsel By: Eric S. Gelston, Deputy County Counsel OWNER: By: Name: Title: Address: Fax: (� 536341313405v4 5 CONSENT,NON-DISTURBANCE AND ATTORNMENT AGREEMENT Exhibit A Legal Description of Premises [Insert legal description from Lease exhibit] 53634\313405v4 A-1 CONSENT,NON-DISTURBANCE AND ATTORNMENT AGREEMENT Exhibit"B" Legal Description of Unit (The Hangars at Buchanan Aii port/Building Module_/Unit [Insert description of Unit from Form of Sublease] 536341313405v4 B-1 EXHIBIT F MITIGATED NEGATIVE DECLARATION AND MITIGATION MONITORING PLAN INITIAL STUDY/MITIGATED NEGATIVE DECLARATION ENVIRONMENTAL CHECKLIST 1. Project Title CCR Hangars I LLC Project at Buchanan Field Airport 2. Lead Agency Name and Address Contra Costa County 651 Pine Street North Wing,Fourth Floor Martinez, California 94533 3. Contact Person and Phone Number Lashun Cross, Senior Planner Phone: 925-335-1229 4. Project Location Address: 180 and 200 Sally Ride Drive and 180 Buchanan Field Road, Concord General:The project site lies within an unincorporated portion of north-central Contra Costa County,within the western portion of Buchanan Field Airport(Airport). The regional location and vicinity of the Airport and the project site are depicted.in Figure 1. The project site is generally bounded by Sally Ride Drive to the north; Taxiway"E" to the east; vacant land south of Center Avenue to the south; and dedicated street widening and light rail corridor rights-of- way parallel to Marsh Drive to the west. Figure 2 depicts an aerial.view of the project site within the context of the Airport and surrounding land uses. Figure 3 depicts an aerial view of the project site. 5. Project Sponsor's Name and Address Brad Henderson Contra Costa County Public Works Department CCR Hangars I LLC Airports Division 29.39 Ohio Way 550 Sally Ride Drive Denver,CO 80209 Concord,California 94520 6. General Plan Designation Contra Costa County General Plan: Public/Semi-Public(PS) City of Concord General Plan: Public/Quasi-Public 7. Zoning Contra Costa County Zoning Map: Unrestricted(U) P:ICCC'07011 RODU(.TSVS-MND'F'val%FinI1S.I klis dx II I130CM17) 1 TABLE OF CONTENTS ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED .......................................................14 I. AESTHETICS..:.............................................:..:.............................................................15 II. AGRICULTURAL RESOURCES..................................................................................17 III. AIR QUALITY...............................................................:...............................................18 IV. BIOLOGICAL RESOURCES.........................................................................................21 V. CULTURAL RESOURCES........................................:.................'.....:...........................27 VI. GEOLOGY AND SOILS.................. .....................29 ................................................. VII. HAZARDS AND HAZARDOUS MATERIALS...........................................................33 VIII. HYDROLOGY AND WATER QUALITY....................................................................38 IX. LAND USE AND PLANNING......................................................................................46 X. MINERAL RESOURCES...............................................................................................47 XI. NOISE...............................................................................................:.............................48 XII. POPULATION AND HOUSING...................................................................................51 XIII. PUBLIC SERVICES.......................................................................................................52 XIV. RECREATION..........................................................:..............................:......................54 XV. TRANSPORTATION/TRAFFIC...........................:........................................................55 XVI. UTILITIES AND SERVICE SYSTEMS........................................................................58 XVII. MANDATORY FINDINGS OF SIGNIFICANCE.....................................:...................61 REPORTPREPARATION..................................................................................................................63 A. REPORT PREPARERS .....................................................:............................................63 B. REFERENCES.............................. ....................63 .............................................................. APPENDICES APPENDIX A: AIR QUALITY DATA APPENDIX B: WETLAND DELINEATION APPENDIX C: GEOTECHNICAL INVESTIGATION APPENDIX D: PHASE I ENVIRONMENTAL SITE ASSESSMENT APPENDIX E: HYDROLOGY STUDY APPENDIX F: NOTICE OF INTENT APPENDIX G: RESPONSE TO COMMENTS APPENDIX H: ERRATA SHEET APPENDIX I: MITIGATION MONITORING AND REPORTING PROGRAM P:4'CC0701\PRODLK.7S•1S-MN ,ri I,-L�IIS't-k)iz d.(12M2007) ] REGIONAL LOCATION - ... omento � ----r _•'t'= °� ._I r .. - I I i rl —9k I Napa Falialdi •is � _�� '1\ of sago .. Suisun II ,Belkday WaMm &anwoad �= NMI.Fy- ,dlvxm Lla. Lwamol. I.PR Way. � J ' ,,• ale\`a �•, f— 111 I � ..�cOoa Utivera GAj oad Xa EmmN ��n.N{vir-ffir way —�t�l �' =„ru.��I�,x..-;,.;:w:.,. Z• r ,i•:`1�, ` Y/ f' 1.—I—i i{ •�\� // zc K. -- —� I i I I_ \ enter nvenu� N�ARTIfVEZ oncordAvanie a �—' e � �\ � rd @° evard�' Ij`-�� ' I� �; ChflPancingop t•'`:ie�Pa/�\� ( / CONCORD 7 slp`z1 Y' / C i I \ F�/ COµe//R' PLEASANT HILL Oab��” � 1 t 1 .1 TaylorBovievard L S A FIGURE 1 LEGEND CCR Hangars I LLC Project at i..laai AIRPORT BOUNDARY Buchanan Field Airport IS/MND 0 1345 2690 ® PROJECT SITE Project Vicinity and FEET Regional Location Map SOURCE: NAVTEQ TELE ATLUS,2005. 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WAREHO.USEI:. . :�::..�-= •-:.::^.... r:.;ar:;�:::.�;,-� =.csrt:.:;:-:..., - 3�- :..:�,, -__ r •;,�„�:cet�, ;.�.:���>. fi.,�' rc•;���,:�: -� `IINDUSTRI%IL::., w_,. _'� �12 '�' ���'i �`'"�`, •'_; -- �c• EAST '�® :ir' -�:F �: FILEIkNUAH .. „�-•' .::5. �ul,..a�yi:5:'•' .r-Cs:�-':; >n;:� - ^..o -r�.5portmart Y:,;::s,,. �. :..�,.. �' �:' ` Crowne:• ,,,,,.n®...���=� - jst:<. ��> - GOLF COURSE ��.•+,-:i �''" ?.:• ,o ;:4� .•-il�,*r�;;'=.7.':>.:.:,,. w ” .LIGHT=• Y: ��' - - - '-���^ , J 'lac u' INDUSTRIAL :. :.. .1 '1 �'t5s F•f " � ':�.- \�i:.' 'f� - _ :r>j'T,.- '.I:''J:r 7��>M , '.r,. . •. , .`�sc �: : � :;; :..�'�;J �:�ix •:;.sirs•= -�;._�_ ~�,�J i , , �.a�1 f d S FI GURE, Z LEGEND �.q CCR Hcn,ars I LLC Project o. AIRPORT BOUNDARY y Buchancn Field Airport ISIMAT n 660 1320 PROJECT BOUNDARY Aerial View of' Airport and FEET Surrounding Surrounding Land Uses SOURCE: GLOBEXPLORER.NOVEMBER 2005. 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F. ryYYy�� 1. .:,I ._w .... a.. , .... ..i.n.. ... .. ... ,:� .. ,;:...::r.•.:. _ -•:7 t:.:::v._ ,�:. 81r. .. .. �-. .........:.:y ':•.<. ..:':<...:..'':�.'..y:.., +, yin '�iV•L v._ r ,is?-...:,.,wc.;, ..,+.�..:k.,vr„'r-, �.r.:�..:,�-;.':.; _ Wl" -s • .. - c)e ',.e.. r. ; ., .q rj'"yA¢ •.i`tlre— .1Ru:,^�rnZ' .. �-�<. ` ` ___Ta_�;::a:'.•� ,. : URSE p. :' '�-:;- ' :Crown % . 1sPill ' I �-r t- ..._ .kms." i --. '.as3•-:`;:�r". ..•=ti..:�' , s .>�. � .� .r.� ...,, _'°a6:. ..:. .:fie,:.,..:;:.: ��:�::=;:�::,.<:c<:•t._:.: _ Ti. L S .A F GUP.E 3 i ' I LEGEND CCR :ion`ars I ILC Prc;ect at PROJECT BOUNDARY BucFanan Field.4 irpori i�/d/,.:'r ncm� as0 660 Aerial View o{' Project Site I FEET SOURCE: GLOBEXPLOP.ER,NOVEMBER 2005. 1:'%CCC0 01 CCR (9:29.r07� _ I LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION 8. Description of Project The following describes existing site conditions and the proposed project. Existing Conditions and Setting.The approximately 13.97-acre irregularly-shaped project site is generally flat Table 1: Existing Development and consists of undeveloped grasslands to the west and Use I Square Footage developed areas to the east.Existing development includes i Structures 14,735 four County-owned executive(large aircraft)hangars,tie- Pavement 47,020 downs ace and two structures current] used b the I Tarmac ayiParkingl space, Y Y I Tarmac 135,170 1 Concord Flying Club and Mount Diablo Pilots Gravel Surfaces 119,750 Association.Approximately 31 aircraft are currently stored Concrete Surfaces 1,720 at the project site.' Table 1 shows the total square footage Landscaping 4.950 of existing development on the project site. Access to the Total 323.345 site is currently provided by Buchanan Field Road, a north- Source:CCR Hangars I LLC,2007. south roadway which runs through the center of the site, connecting Center Avenue to the south to Sally Ride Drive to the north. Undeveloped.areas of the project site currently comprise approximately 6.6 acres. A section of a south- north running open drainage channel,which parallels Marsh Drive, crosses the southern portion of the site. Developed areas ofthe.site drain west to this channel through an open drainage channel generally running across the center of the site. The project site is located within unincorporated Contra Costa County and within the City of Concord's Sphere of Influence and Planning Area Boundary. The project site is designated Public/ Semi-Public(PS)in the Contra Costa County General Plan and Public/Quasi-Public in the City of Concord General Plan.The site is.zoned Unrestricted(U)on the Contra Costa County Zoning Map. Proposed Project. CCR Hangars I LLC(project proponent)proposes to construct up to 160;000 square feet of airplane hangar space including up to 30,000 square feet of attached office bungalows, and up to 20,000 square feet of airport administration building space on the project site. As an alternative to construction of the proposed administration building,the project proponent may construct a smaller administration building of up to.2,200 square feet. These and associated site improvements are described below.Figure 4 depicts the conceptual site plan for the proposed project. Figure 5 depicts the alternative site plan with the smaller administration building. a. Hangar/Office Bungalows.The proposed project would construct approximately 43 for-sale aircraft hangars in four different sizes(45 x 40 feet, 50 x 50 feet, 60 x 60 feet, and 80 x 80 feet). These hangars would accommodate a variety of aircraft, including single piston/light twin, turbo prop/srnall- to mid-sized business jets, and a few mid-sized business jets. Seventeen(17)of the hangars would include attached one-to two-story unfinished office bungalows totaling up to 30,000`square feet; 12 of these would include an attached two-car garage. Individual occupants would have the option of improving the office bungalows to fit their needs, which may include development of a bathroom/ shower, flight planning room;media room,pilot lounge, office space and/or a rest area. Lee,Beth,2007.Airport Business and Development Manager,Contra Costa County Airports.September 4. P`Li:Qt7uIwROD;.r-rSVSM•JD'•Finar•Fna11S(7r:uiS.tloc(1 ti30"�nn"!) 5 ^. �, `_�.. ....s ^_ � G Q.. � U i '` J � _ � � � � cn w , o w �. ,Q,�r. t + U •- .-' �� ; '"'�+x,yF, 5 � r - _ -= - ,-T._..��; I r' - r I ^* '.. / � I i5 i e 1 �` +t I ' 1 "` 1 r L___i i +r-+ -_ '„fir +• f, I i + � i � r i � i i ` � � ( + � r it II � �. ( i 1 ;� o � � � � y, ; r T: I I i �- � , , o , +, � `,, � 1 � +s �- I �I ;+' f� ' _' '` �� ,;� :: n � r � i ,+ L1 � � - '`l Ic�, w _ � -- �� .,- LL' I ¢ - + L' r i � 14 + _' + f �• U I I + i + 1- P r+ 6 1 I r i � `'+ � i t �., N '_ V f' yr i r t + / 1, 9 4 / i � �} O i r --- �' i / ��N 1 N� — - � 1 r-- / d�,�a ` i` t C i l fe ..-��� � ` 1 �� 1 � _— � S , + � + ++, �' _ t^1�iG � i � � Y � + � Gid �%� + ✓ t� �' J 7�4 eD t � � m rt J � ?'� 1 ! >�, + c ;tom V r } � + r�V f �'. � o C cn N 7 p v j r 1 u. LSA ASSOCIATES.IINC. — CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2DD7 INITIAL STUDY/MITI'GATED NEGATIVE DECLARATION Figure 6 depicts conceptual elevations for the office bungalow and hangar buildings. These structures would not exceed 45 feet in height. Based upon early marketing efforts conducted by the project proponent, it is anticipated that approximately 75 percent of aircraft to be stored at the project site would be drawn from aircraft owners already based at the Airport. b. Airport Administration Building.The proposed project would develop a two-story airport .administration and aviator's lounge/conference center on the southern 1.26 acres of the site. This site would be leased by the County to the project sponsor with the potential for ownership. This building would contain approximately 7,275 square feet of administrative office space for up to 20 employees, 3,300 square feet of community/public meeting space, and a 2,500 square foot hangar for vehicle and equipment storage(up to a total of 20,000 square feet). This building would not exceed 45 feet in height. Conceptual elevations for the administration building are shown in Figure 7. If it is determined by either the project proponent or the Airport that it is not feasible to construct the administration building,then the project proponent may construct a smaller, single-story airport lounge/conference center of up to 2,200 square feet on outlot 2 in lieu of the larger building. The alternative site plan, depicted in Figure 5, includes a realignment of the boundary between lease lot one and lease lot two,avoiding development over the drainage ditch that passes underneath Center Avenue. As a result,re-alignment of the north-south drainage channel along Marsh Drive would not occur. This building,if constructed, would be conveyed to the County upon completion to best ensure public access/use. C. Circulation and Parking.Vehicular ingress and egress to the project site would be provided by new driveways connecting to Center Avenue on the south and Sally Ride Drive on the north. A private roadway would run the length of the western border of the site,parallel to Marsh Drive. This roadway would provide access to surface parking spaces located in front of the hangar areas. The proposed project would provide a total of 160 parking spaces, including: 88 surface parking spaces along the perimeter of the hangar area, 24 parking spaces within the two-car attached garages, and 48 surface parking spaces associated with the administration building. If the smaller administration building is constructed(see Figure 5),a total of 148 parking spaces would be provided. Approximately 181,340 square feet of new tarmac area(net increase of 46,170 square feet)would be located at the eastern section of the site. The tarmac area would provide aircraft access from Taxiway E to the hangars area. d. Utilities,Infrastructure, and Other Site Improvements.The proposed project would develop additional site improvements including water,wastewater,electrical, and telecommunications connections. The proposed project would also alter the existing drainage system on the site. Proposed improvements are discussed below. Final utility and infrastructure locations and connections and site drainage would be reviewed and approved by the appropriate agencies prior to issuance of construction permits for the proposed project. Water. A 12-inch water line currently runs from approximately thesoutheastem section of the site to approximately the northwestern comer of the site. The proposed project would properly abandon a section of this water line in accordance with Contra Costa County Water District(CCWD). P:`(Y'(,mnt�YRODl0.'rSUSMNUFirur.FimnS:]rsY.lis�dx(t tnM3D0'>) 8 o _ r v ;tib v. u u � y m C � v c if N ✓ Q •r 0 to . r.• LLP y 03 Al Vx a 9 U ✓ N u i i\ a•o 7 � 0 d\J ^ O V' 2 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 1007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION requirements.An 8-inch water line is also located along the northern boundary of the site. A new 12- inch water line would be located beneath the private roadway at the western section of the site. This new water line would connect to the existing water lines beneath Taxiway E and at the northwest corner of the site. CCWD would construct this new water line,to be financed by the project proponent. Wastewater.An existing 8-inch sanitary sever line is located at the northern boundary of the site. The proposed project would properly abandon a section of this line and connect to the existing line with a reconfigured 8-inch line located beneath the parking areas at the northern section of the site. Electrical and Telecommunications. Electrical and telecommunications services would be extended onto the project site. Existing overhead lines are located on the east side of Marsh Drive. The proposed project would connect to existing service points along Marsh Drive and would likely be underground. Storm Drainage. As previously discussed, several open drainage areas currently cross the southern section of the project site.An existing 30-inch storm drain currently terminates at the center of the project site. This drain and open drainages convey storm water from the taxi.and runways areas west towards the open drainage channel which runs parallel to Marsh Drive. The 30-inch storm drain would be reconfigured to accommodate the proposed building locations. This new storm drainage line would convey stormwater from the airport infield to.the open drainage channel parallel to Marsh Drive. Opportunities for stomawater quality and hydrograph modification'measures exist both on the east side of the project site in the Airport infield and on the west side of the site. Roof drainages from all buildings, as well as drainage from paved areas would be directed to an appropriately sized integrated management practice(IMP)storm drainage systems(i.e.,bio-filtration swales). Once stormwater runoff has been treated and sufficient hydrograph modification has taken place, stormwater flows would be discharged into the existing drainage channel along the east side of Marsh Drive, adjacent to the project site. e. Demolition, Construction,Grading, and Phasing. The proposed project would remove the six existing structures and paving from the project site. Approximately 25,000 cubic yards if fill would be imported.for use on the project site. Construction of the proposed project would be conducted in a single phase. Project construction would occur over a 24-month period and is expected to cormnence by late 2009 with project completion anticipated by 2011. f. Discretionary.Actions.The proposed project would require two discretionary actions by the County including: an Amendment to the Airport Layout Plan and execution of a lease agreement between the County and the project proponent. Approval of a subdivision map may also be required. 2 Hydrograph modification refers to altering the specific flow intensity and duration of water movement,and hence altering the flow characteristics within the channel. P.k.Ci.TOn�'•PRODi;Cf'Sd:n1ND1FwhFira�ISQwcklisGoc(Iln(nnp7J l 1 LSA ASSOCIATES, INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 10,07 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION The terms of the lease agreement, as agreed to by the County and the project proponent,are as follows: The County will enter into a long-term ground lease agreement (the Master Lease) with the project proponent pursuant to Which the project proponent may construct aircraft hangars and related office space for sale to third parties as leasehold condominiunrs. The project proponent will record a condominium plan and declaration of Covenants, Conditions, and Restrictions against its ground leasehold estate. The condominium plan will establish the physical boundaries of each leasehold condominium unit and the declaration will establish Maintenance and operation requirements.. Upon close of escrow, each condominium purchaser will receive a leasehold condominium, comprised of(a) a separate interest in airspace(being the.hangar airspace, bounded by the interior surface of the surrounding walls,floors, ceilings, etc.) coupled with an undivided interest in the particular building module in which his or her unit is located(being the physical structure surrounding each of the units in a single building) and(b) an undivided subleasehold interest in the land on which the hangar project is developed. Upon termination of the Master Lease, ownership of the buildings will revert back to the County, as owner of the underlying fee. Upon sell out of the project, the Master Lease will be assigned by the project proponent to the owners association created for the management and operation of the project. This IS/MND is intended to fulfill the requirements of the California Environmental Quality Act (CEQA). Before Contra Costa County can approve the proposed project, compliance with the National Environmental Policy Act(NEPA)is also required. As a result of NEPA, the Federal Aviation Administration(FAA)has developed guidance documents for airport development projects.FAA Order 1050.1E provides FAA policy and procedures to ensure agency compliance with the requirements set forth in the Council on Environmental Quality(CEQ)regulations for implementing the provisions of NEPA. Unless otherwise excepted by the CEQ regulations, all formal actions taken by FAA officials are subject to NEPA review unless statutory law applicable to the FAA's operations expressly prohibits or makes compliance impossible. Actions covered by NEPA•review include grants,loans, contracts, leases, construction,research activities, rulemaking and regulatory actions, certifications,licensing, permits,plans submitted to the FAA wrich require FAA approval,and legislations proposed by the FAA. In this case, the proposed project would require an amendment to the Airport Layout Plan, which requires FAA approval and compliance with NEPA. The three major levels of NEPA review are Categorical Exclusions(CatEx), environmental assessments(EA), and environmental impact statements(EIS).If an action is included in one of the categories of categorical exclusions (Order 1050.1E) and no extraordinary circumstances apply to the proposed action,the FAA can take action without fil,-cher environmental review. It.isanticipated that A the proposed project would qualify for a CatEx under FAOrder 1050.1E. A CatEx is currently being prepared for the proposed project separately from the CEQA review,to satisfy the requirements of NEPA. P:rcxu7rnwRoutr.rsvcrm.D,��is„ouscn«ws�axo�nrr�no7t 12 ' LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BVC14ANAN FIELD AIRPORT DECEMBER 20D7 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION 9. Surrounding Land Uses The project site is located within the western portion of the Airport and, as such,is predominantly surrounded by aviation-related development. Surrounding land uses are described below: • North. The project site is bordered to the north by Sally Ride Drive. The area northwest of Sally Ride Drive is currently undeveloped,but is planned for aviation related development. Additional hangar areas are located farther north of the Sally Ride Drive loop. • East. Airport taxiways and runways are located immediately east of the project site. The FAA control tower, aircraft parking aprons, aircraft storage hangars,maintenance hangars, and terminal facilities are located farther east of the runways. • South. The project site is bordered by a parking area south of Center Avenue. Farther south is the Buchanan Fields Golf Course,also located on Airport property. • West. The project site is bordered by future road widening and light rail corridor rights-of-way parallel to Marsh Drive to the west. An open drainage channel which carries stormwater north to Grayson Creek is located within the roadway easement.West across Marsh Drive are a mobile home park located within the unincorporated community of Pacheco and commercial and. industrial uses. Interstate-680 (I-680)is located farther west of the site. 10. Other agencies whose approval may be required: • Federal Aviation Administration(FAA) • United States Army Corps of Engineers(Corps) • United States Fish and Wildlife Service(USFWS) • California Department of Fish and Game(CDFG) • California Department of Transportation—Division of Aeronautics(Caltrans) • Bay Area Air Quality Management District(BAAQMD) • San Francisco Bay Regional Water Quality Control Board(Water Board) • Airport Land Use Commission of Contra Costa County(ALUC) • Contra Costa Water District(CCWD) • Contra Costa County Flood Control and Water Conservation District(Flood Control District) • Contra Costa County Sanitation District(CCCSD) P7niwRorixe rn�sMNnFwnFtinsnuunmc(IlaocnD7) 13 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT OCTOBER :007 INITIAL STUDY/N.ITICATED NEGATIVE DECLARATION ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED The environmental factors checked below would be potentially affected by this project,involving at least one impact that is a"Potentially Significant Impact"as indicated by the checklist on the following pages. ❑ Aesthetics ❑ Agricultural Resources ❑ .Air Quality ❑ Biological Resources ❑ Cultural Resources ❑ Geology/Soils ❑ Hazards& Hazardous Materials ❑ Hydrology/Water Quality ❑ Land Use/Planning ❑ Mineral Resources ❑ Noise ❑ Population/Housing ❑ Public Services ❑ Recreation ❑ Transportation/Traffic Cl Utilities/Service Systems ❑ Mandatory Findings of Significance Determination.(To be completed by the Lead Agency.)On the basis of this initial evaluation: ❑ I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. ■ I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent.A MITIGATED NEGATIVE DECLARATION will be prepared. ❑ I find that the proposed project MAY have a significant effect on the environment,and an ENVIRONMENTAL IMPACT REPORT is required. O I find that the proposed project MAY have a "potentially significant impact"or"potentially significant unless mitigated"impact on the environment,but at least one effect 1)has been adequately analyzed in an earlier document pursuant to applicable legal standards,and 2)has been addressed by mitigation measures based on the earlier analysis as described on attached sheets.An ENVIRONMENTAL IMPACT REPORT is required,but it must analyze only the effects that remain to.be addressed. 171 I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects(a)Have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and(b)have been avoided or mitigated pursuant to that earlier EIR'or NEGATIVE DECLARATION,including revisions or mitigation measures that are imposed upon the proposed project,nothing further is required. y �r�� 1� `G�i�✓ _-2007 Signa urea / 1 Date L4:5/7�°�•� CP"F��� C©y1�O1 C.L'S'�Q �rV�TV Printed game For P�CIT.T]DIV'ROD'JL7S.1$-A•,hTX ullicJ.S!TLCI:IiII Aoc I In4^i:i7) 14 LSA ASSOCIATES. INC. CCR HANGARSI LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 ]NIT]AL STUDY/MITIGATED NEGATIVE DECLARATION CHECKLIST Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact I. AESTHETICS.Would the project: a) Have a substantial adverse effect on a scenic vista? b) Substantially damage scenic resources,including,but not limited to,trees,rock outcroppings,and historic buildings within a State scenic highway? c) Substantially degrade the existing visual character or quality of the site and its surroundings? d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? a) Have a substantial adverse effect on a scenic vista? (Less-Than-Si,, Impact) Scenic vistas in the vicinity of the project site include views of the Lime Ridge Open Space area, which is over 3 miles southeast of the Airport. Long-range views of Mount Diablo are available to the east. In addition,portions of SR-4 and SR-242—located approximately 1/2 miles north of and 3/4 miles east of the project site,respectively—are designated Scenic Highways and Expressways on the . Contra Costa County General Plan Scenic Routes Plan. Building heights east of the Airport and within the vicinity of the project site generally range between one and three stories in height,while some building heights south of the Airport reach up to six-stories in height. Given the urban built-up nature of the area surrounding the Airport, and the distance of the project site from SR-4 and SR-42, the proposed 45-fo6t tall structures on the project site would not obstruct views of the Lime Ridge Open Space area or existing views from SR-4 and SR-242. In addition,the proposed project would not be tall enough to visually infringe upon large areas of open space or undeveloped hillsides. As a result,the proposed project would have a less-than-significant impact on scenic vistas. b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway? (Less-Than-Significant Impact) The only officially designated State scenic highways within Contra Costa County are portions of Highway 24 and Interstate 680.3 The project site is not located within the vicinity of a State scenic highway. However, the SR-4 and SR-242 Scenic Corridors are located approximately 1/2 miles north s California Department of Transportation,2007.California Scenic Highway Program.Website:www.dot.ca.eov/ hq/LandArch/scenic/schwv.html.July. PACUL'MOIIPRODULTNSMNDIF'vW\Fi.11SCh.Uin.Ew:(I 1136'1007) 15 . LSAASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NECAT)VE DECLARATION of and 3/4 miles east of the project site,respectively. Scenic Corridors within the County are defined as much of the adjacent area that can be seen from designated scenic roadways.Policies and implementation measures in the Contra Costa County General Plan seek to preserve and protect scenic views within the County-designated SR-4 and SR7242 Scenic Corridors.The General Plan calls for . development controls to be applied to retain and enhance scenic qualities,restrict unsightly use of land, control the height of structures, and provide site design and architectural guidance along these corridors. The proposed project would not be physically adjacent to the SR-4 and SR-242 Scenic Corridors,and would blend in with surrounding urban development. In addition, the proposed project would conform to the height restrictions outlined in Section 864014 of the Contra.Costa County Zoning Code. The proposed project would not remove any trees,rock outcroppings, or historic buildings,resulting in a less than significant impact to scenic resources within the SR-4 and SR-242 Scenic Corridors. c) Substantially degrade the existing visual character or qualit)�of the site and its surroundings? (Less-Tlsan-Si,,niftcaizt Inspact) The project site is characterized by undeveloped grasslands and open drainage channels to the west and several one-story structures and paved areas to the east. Lands to the north, east,.and south of the project site are within the Airport property and are generally characterized by relatively flat open space and runway areas. The golf course area is characterized by slightly hilly terrain and scattered trees. Existing development northeast of the site.consists of one-and two-story buildings, hangar areas, and surface parking lots.West, across Marsh Drive, is a mobile home park. .. The proposed project would develop the project site with one-to two-story hangars/office bungalows, a two-story administration building, and associated surface parking,landscaping, and tarmac areas. The proposed project would not introduce a new land use to the area,but,rather,would build on a pre- existing pattern of development.The proposed project would be visually consistent with the existing character of the Airport and its surroundings. d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? (Potentially Signifcant Unless Mitigation Incorporated) Interior and exterior lighting associated with the new buildings could create new sources of light and glare. However,the project would be required to comply with the use restrictions established by the County's Zoning Code, which prohibit uses which would make it difficult for pilots to distinguish. between airport lights and other lights,result in glare in the eyes of the pilots using the Airport, or impair visibility in the vicinity of the airport. Compliance with these use restrictions would ensure that new light and glare associated with the hangar and tarmac areas facing the taxiways and runways would not be substantial enough to adversely affect day or nighttime views in the area. The northern portion of the proposed hangar and office bungalow areas would face the existing mobile home park along Marsh Drive.The perimeter of the mobile home park is developed with a low fence and several tall palm trees and hedges,leaving views of the project site generally direct and open. Sun reflecting off of the new development could create daytime glare and security lighting could spillover into the residential area. Implementation of the following mitigation measure would ensure that new P In:i^_M:7) 16 ' LSA ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION light and glare created by the proposed development would be minimized and would reduce this impact to a less-than-significant level. Mitieation Measure AES-1: Outdoor lighting shall be designed to minimize glare and spillover to surrounding properties. The proposed project shall incorporate non-mirrored glass to minimize daylight glare. The lighting plan shall be evaluated and approved by the Contra Costa County Community Development Department prior to issuance of a building permit. The Airport would also review and approve the lighting plan to assure safety for surrounding aviation uses. Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact II. AGRICULTURAL RESOURCES.In determining whether impacts to agricultural resources are significant environmental effects,lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997)prepared by the California Dept. of Conservation as an optional model to use in assessing impacts on agriculture and farmland.Would the project: a) Convert Prime Farmland;Unique Farmland, or Farmland of Statewide Importance(Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to a non-agricultural use? b) Conflict with existing zoning for agricultural use, or a Q Williamson Act contract? c) Involve other changes in the existing environment which, 13 due to their location or nature,could result in conversion of Farmland to non-agricultural use? a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance(Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to a non-agricultural use? (No Impact) The Airport is located on land classified by the California Department of Conservation as "Urban and Built-up Land."4 The proposed project would not lead to the conversion of Prime Farmland, Unique Farmland, or Farmland of Statewide Importance. "California Department of Conservation,2005.Division of Land Resource Protection.Important Farmland Map for Contra Costa County.September. P KXYn7n It RODLR'1'SVSNR41NFiulFirWiS!MI]s(dnc(11/n02(i0'/) .. 17 LSA A.SOC1ATES, INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 1NITIAL STUDY/ANTI GATED NEGATIVE DECLARATION b) Conflict with existing--oning for a,0-icultural use, or a 9,71liamson Act contract? (No Impact) The project site.is not zoned for agricultural use or subject to a Williamson Act contract.5 c) Involve other-changes in the existing environment which, due to their location or nature, could result in conversion of Far ntlarid to r7077-agricultural use? (No Impact) The project site is located on Airport property,which is not designated for agricultural uses.Because the proposed project would not exceed the operational capacity of the Airport,it is not expected to result in the development of new urban uses around the Airport, or otherwise convert agricultural land to non-agricultural use. Potentially Significant Potentially Unless Less Than Significant ARitigation Significant No Impact Incorporated Impact Impact III. AIR QUALITY.Where available,the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations.Would the project: a) Conflict with or obstruct implementation of the applicable air quality.plan? b) Violate any air quality standard or contribute substantially 0 to an existing or projected air quality violation? c) 'Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non- attainment under an applicable federal or State ambient air quality standard(including releasing emissions which exceed quantitative thresholds for ozone precursors)? d) Expose sensitive receptors to substantial pollutant Q concentrations? e) Create objectionable odors affecting a substantial number of people? a) Conflict with or obstruct implementation of the applicable air quality plan?(Less-Than- Significant Impact) An air quality plan describes air pollution control strategies to be implemented by a city, county, or region classified as a nonattainment area.Nonattainment areas are areas that do not meet State air 5 California Department of Conservation,2002.Division of Land Resource Protection.Contra Costa County Williamson Act Lands 2002.March 6. PCC,�'i171PRODIICTSI.LAM:3,'b.1`•F..dlS('.k—JixId-f!ICW2007) 1 O LSA ASSOCIATES. INC'. CCA HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION quality standards. The main purpose of an air quality plan is to bring the area into compliance with the requirements of federal and State air quality standards. To bring the San Francisco Bay Area region into attainment, the Bay Area Air Quality Management District(BAAQMD)has developed the 2005 Ozone Strategy. Air quality plans use the assumptions and projections of local planning agencies to determine control strategies for regional compliance status. Since the plans are based on local General Plans,projects that are deemed consistent with the applicable General Plan are usually found to be consistent with the air quality plans. Development of the proposed project would not result in increased aircraft operations, but would provide aircraft hangar/office bungalow and administrative office:space. This development scenario is consistent with the overall buildout scenario for Contra Costa County envisioned in the County's General Plan. Therefore, the assumptions used in the development of the County's overall vehicle traffic data that was used in the 2005 Bay Area Ozone Plan would be consistent even with development of the proposed project. The proposed project would not result in a significant increase in traffic volumes above that projected in the County's General Plan and would therefore be consistent with Bay Area 2005 Ozone strategy. b) Violate any air quality standard or contribute substantially to an existing or projected air . quality violation?(Potentially Significant Unless Mitigation Incorporated) Short-term air pollution emissions associated with the proposed project would result from construction activities. Short term emissions would be generated by construction activities such as grading and equipment use, while long-term emissions would result from vehicle trips associated with use of the hangars and office space.The discussion below describes potential air quality violations that could occur as a result of the following: construction equipment exhaust emissions; fugitive dust; long-term vehicular emissions; and local carbon monoxide hot spots. Construction Emissions.Development of the proposed project would result in construction activities that would include site preparation,earthmoving, and general construction. These activities could temporarily increase the local concentration of particulate matter. If construction activities associated with the proposed project result in blowing dust, a major source of increased PM10 and PM2.5 concentrations, the project could contribute to the Bay Area's existing particulate matter air quality violation.Implementation of the following mitigation measure would reduce this impact to a less-than- significant level: Mitigation Measure AIR-1: During the excavation,earthmoving, and grading phases of.the proposed project, the construction contractor shall implement the following measures at the project site: • Water all active construction.sites at least twice daily; • Cover all trucks hauling soil, sand, and other loose materials, or require all trucks to maintain at least 2 feet of freeboard; • Apply water three times daily, or apply nontoxic soil stabilizers on all unpaved access routes,parking areas, staging areas at inactive construction sites, or inactive construction sites; and P.CCCi1701\PRODI 1CTSVS-MND1FimhFim11SC1=Wm dm I I I n[WIf17) 19 LSA ASSOCIATES..INC. CCR HANGARS ILLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Enclose, cover,water twice daily, or apply nontoxic soil binders to exposed stockpiles and un-vegetated areas (until vegetation is established). Long-Term Emissions. Long-term air emission Table 2: Project Regional Emissions in Pounds impacts are associated with changes in permanent per Day usage of the project site. Mobile source emissions React;ve would result from vehicle trips associated with the organic Nitrogen project. The proposed project would not result in an Gases Oxides P . r Regional Emissions I . 8.46 13.9 10.8.8 increase in operational capacity;therefore,it would gAAQMD Significance not increase flight traffic(or associated emissions). 'Threshold so.o so.o so.o The Urban Emission Model(URBEMIS2007) 'Exceed? No No I No computer program, which is the most current air Source:LSA Associates,Inc.2007. quality model available in California for estimaiinc,emissions associated with land use development projects,was used to calculate long-term mobile source emissions associated with the proposed project. The modeling data is included in Appendix A. The emissions from daily vehicle trips associated with the buildout of the development areas are illustrated in Table 2. As shown, long-term vehicular emissions generated by the proposed project would be substantially lower than the BAAQMD's operations thresholds and would have a Iess-than-significant impact on local or regional air quality. Local CO Hot Spots.Local ambient air quality is most affected by carbon monoxide(CO)emissions from motor vehicles.Areas of vehicle congestion create pockets of high CO concentrations called "hot spots." These pockets have the potential to exceed the State 1-hour standard of 20 parts per million (ppm)of CO and/or the 8-hour standard of 9.0 ppm. Monitored levels of CO in the area are 3.2 ppm for 1-hour and 1.5 ppm for 8-hour concentrations. Given the low background levels of CO in the Project vicinity and the low number of vehicle trips associated with the proposed project, impacts related to local CO hot spots are expected to be less-than-significant., The proposed project: 1)is expected to comply with State and federal ambient air quality standards; 2) is consistent with the air quality management policies in the current air quality plans; and 3)would result in emissions that would be below the emissions thresholds established in the BAAQMD's CEOA Guidelines.6 The proposed project would not violate air quality standards or exceed emissions thresholds. c) Result in a cumulatively cons' iderable net increase of any criteria pollutant for which the Project region is non-attainment under an applicable federal or State ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? (Less-Than-Si,nifrcant Impact) The proposed project is located in'a f deral and State nen-attainment area for 1-hour.ozone emissions and in a State non-attainment area for PMro. The proposed project would cause temporary construc- tion-related emissions (as discussed in Sections IIIb and IIIA),but is not expected to result.in a significant increase in long-term emissions. The BAAOMD CEOA Guidelines state that a project would result in significant emissions(on both the project and cumulative scales)of criteria pollutants if 6 Bay Area.Air Quality Management District, 1999.BAAOMD CEOA Guidelines. P.�cxTnolPRonucrsyslmmvm.u ,lls:n«wsl.oa(Ilnn .m 20 LSA ASSOCIATES. INC. CCA HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION the project results in the emission of more than 80 pounds per day of ROG,NOx, or PM,o. The proposed project would not exceed these emissions. Therefore, development of the proposed project would not result in a substantial cumulative impact in terms of any criteria pollutant. d) Expose sensitive receptors to substantial pollutant concentrations?(Potentially Significant Unless Mitigation Incorporated) Project.construction may expose surrounding land uses to airborne particulates and fugitive dust, as well as a small quantity of construction equipment pollutants(i.e.,usually diesel fueled vehicles and equipment). However, exposure would be limited by the short term nature of construction activities. Additionally,implementation of Mitigation Measure AIR-1 would reduce impacts to a less-than- significant level. e) Create objectionable odors affecting a substantial number ofpeople? (Less-Than-Significant Impact) Some objectionable odors may be generated from the operation of diesel-powered construction equipment and/or asphalt paving during construction of the project. However,these odors would be short term in nature and would not result in permanent impacts to surrounding land uses, including sensitive receptors in the vicinity of the project site. Therefore,no significant impacts related to objectionable odors would result from the proposed project. Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact. Impact IV. BIOLOGICAL RESOURCES.Would the project: a) Have a substantial adverse effect,either directly or through habitat modifications,on any species identified as a candidate, sensitive, or special status species in local or regional plans,policies,or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans,policies,regulations or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? c) Have a substantial adverse effect on federally protected (� wetlands as defined by Section 404 of the Clean Water Act(including,but not limited to,marsh, vernal pool, coastal,etc.)Through direct removal,filling,hydrological interruption,or other means? k PSL:('C07utIPftDIX�SVSMNDIFiul'Fiul15(7inUiatlnc(I I,nprpp7) 21 LSA ASSOCIATES. INC. CCA HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Potentially Significant Potentially unless Less Than Significant Mitigation Significant No Impact Incorporated Impact. Impact d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? e) Conflict with any local policies or ordinances protecting C biological resources,such as a tree preservation policy or ordinance? f) Conflict with the provisions of an adopted Habitat Conservation Plan,Natural Community Conservation Plan or other approved local,regional,or State habitat_ conservation plan? Existing Site Conditions The western portion of the project site consists of an undeveloped parcel dominated by ruderal grassland. Dominant grass species include Italian ryegrass(Lolium multij7orunt),ripgut grass(Bromus diandi-us),Mediterranean barley(HO7-deUM ntarinunt ssp.gussoneanum), and wild oat(Avera fatua), with winter vetch(Vicia villosa),mustard(Brassica sp.),wild radish(Raphanus sativa),and field. bindweed(Convovulus arvensis)comprising the majority of ruderal (i.e.;weedy)herbaceous cover. Vetch,in particular,forms dense ground-spreading mats in several portions of the parcel. A north- south drainage channel along the western edge of the parcel as well as an east-west tributary channel that drains the airport to the east support hydrophytic plant species including cattail (Typha sp.), bulrush(Sci7TUS sp.),nutsedge(C)perus eragrostis), saltgrass(Distichlis spicata), and rabbit's-foot grass (Polypogoll monspeliensis). The portion of the channel south of Center Avenue contains similar hydrophytic vegetation to that described above,with the adjacent upland to the east supporting ruderal grassland. A single eucalyptus (Eucal)ptus sp.)tree is present south of Center Avenue next to the drainage channel, and three small ornamental cypress(Cupressus sp.)trees are present at the eastern edge of the parcel adjacent to Buchanan Field Road. The eastern portion of the site consists of existing airport facilities (i.e.,hangars) and associated paved lots and roads.Non-native grassland dominated by Italian ryegrass is present within two small infields near the southern end of the site,while-grassland dominated by wild-oat occurs between the eastern project boundary and the paved access road.A few Monterey cypress(Cupressus macrocm:va)trees have been planted as landscaping next to the northernmost building. The above information was gathered by LSA biologists during a formal wetland delineation on June 11, 2007(included in.Appendix B) and a reconnaissance-level survey on June 14,2007. P ra*n 1 PRoutx rsvcMND•r�.rF�usc=:us.ax(n�lvx r 22 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2OD7 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION . a). Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? (Potentially Significant Unless Mitigation Incorporated) The California Natural Diversity Database(CNDDB)lists seven special-status plant species occurring in the vicinity of the Airport: slender silver-moss(Anomobryum julaceum),big tarplant(Blepharizonia plumose), Diablo helianthella(Helianthella castanea),Congdon's tarplant(Centromadia panyi ssp. congdonii), Contra Costa goldfields(Lasthenia conjugens),Hall's bush mallow(Malacothamnus hallii), and Mt. Diablo fairy lantern(Calochortus pulchellus).7 None of these species have been observed or are expected to occur within the project site due to its highly disturbed condition and consequent lack of suitable habitat. The CNDDB reports five special-status animal species occurring within the general vicinity of the.site: California tiger salamander(Ambystoma californiense), Califomia-red-legged frog(Rana aurora draytonii),Alameda whipsnake(Masticophis lateralis eur),'xanthus),burrowing owl(Athene cunicularia), and pallid bat(Antrozous pallidus).$The California tiger salamander, California red- legged frog, and Alameda whipsnake are listed as threatened under the federal Endangered Species Act(ESA). California tiger salamander and California red-legged frog are not expected to occur on site due to its urban setting,the lack of known breeding records in the site vicinity, and the low habitat value of the on-site drainage channels. The Alameda whipsnake is unlikely to occur on the project site due to the absence of suitable chaparral habitat. Furthermore,Alameda whipsnakes typically occur in foothill landscapes,not in low-elevation areas such as those in the vicinity of the Airport.None of the existing buildings are expected to support roosting pallid bats due to ongoing human activity(i.e., plane repair and storage)within and around the buildings. Although.burrowing owls have not previously been observed on or in the immediate vicinity of the site, suitable habitat is present due.to the presence of California ground squirrels(Spermophilus beecheyi) and their burrows,primarily in the undeveloped parcel between Marsh Drive and Buchanan Field Road. Burrowing owls are a California Species of Special Concern and their nest burrows are protected by the federal Migratory Bird Treaty Act(MBTA) and California Fish and Game Code. The Airport's current practice of delaying mowing of infields and undeveloped areas until June 1 (to minimize the establishment of starthistle [Centaurea sp.] on the infields)9 reduces the likelihood of burrowing owls nesting on site since they typically prefer areas with short vegetation so they can easily scan their surroundings and spot approaching predators.10 The tall grasses and dense ruderal vegetation that characterize the parcel between Marsh Drive and Buchanan Field Road in April and May,when burrowing owls are actively seeking and selecting nest burrows, would severely diminish habitat suitability for this species during the breeding season.However,the site could be used by migrating California Natural Diversity Database(CNDDB),2007.Special-status Species Occurrences from the Walnut Creek 7.5-minute USGS quadrangle.Wildlife and Habitat Data Analysis Branch,California Department of Fish and Game, Sacramento.. 'Ibid. 9 Contra Costa County Airports,2007.Mowing Methods Revisited.The Diablo Aviator 5(2):3. 10 Zarn,M., 1974.Burrowing owl(Speotyto cunicularia h)pugaea).Habitat management series for unique or endangered species,Report No. 11,T-N-250,Bureau of Land Management,Denver,Colorado. P KncL.7b i IPKODI 0 I npnOD7) 23 LSA ASSOCIATES. INC. 'CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION and/or dispersing owls at other times of the year when vegetation is shorter.As such,there is.low to moderate potential for burrowing owls to occur on the project site. If present,burrowing owls could be directly impacted through the destruction of occupied burrows during grading and demolition activities associated with project construction. The following two-part mitigation measure would reduce this impact to a less-than-significant level': Mitigation Measure BIO-1 a: Pre-construction surveys to determine the presence of burrowing owls on or within 500 feet of construction areas shall be conducted by a qualified biologist no more than 30 days prior to the initiation of any construction-related activities. If burrowing owls are observed on or.near the construction area during these surveys,the applicant shall implement an exclusion zone(i.e., an area in which no project-related activities are allowed) around the occupied burrow. During the breeding season of February 1 to August 31, exclusion zones shall consist of a 250-foot radius from the nest burrow.No project activity shall occur within the exclusion area until the young have fledged. During the non-breeding season of September 1 to January 31, exclusion zones shall consist of a 160-foot radius from occupied burrows. Passive relocation of owls,involving the exclusion of owls from burrows through the placement of one- way doors into burrow entrances, may be implemented during the non-breeding season, provided that the California Department of Fish and Game(CDFG)has reviewed and authorized the relocation plan. Mitigation Measure BIO-Ib: If burrowing owls are determined to be present on the project site, the project applicant shall provide 6.5 acres of suitable on- or off-site habitat per pair or non- paired owl displaced by the project,in accordance with CDFG requirements. Suitable habitat may also be provided in the form of credits at a CDFG-approved habitat conservation bank. b) Have a substantial adverse effect 071 any riparian habitat or other sensitive natural c0711n1unity identified in local or regional plans,policies, regulations or by the California Department of Fish and Game or U.S. Fish and Wildlife Service?(No Impact) The project site does not support any riparian habitats or other sensitive'natural communities. The proposed project would have no impact on riparian habitats and other sensitive natural communities. c) Have a substa;liial adverse E,��ct.o:Mede;alprotected wetlands as defined IJy Sec4071.404 of the Clean Water Act(including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal,filling, hydrological interruption, or other means? (Potentially Significant Unless Rfitigation Incorporated) LSA conducted a jurisdictional delineation of waters of the United States(U.S.) on and within the immediate vicinity of the site on June 11, 2007. Potential waters of the U.S. identified include 28,090 square feet(0.65 acre) of multiple constructed drainage channels with wetland characteristics("other waters" of the U.S.).with a total length of 1,575 feet. The majority of these jurisdictional channels would be affected(i.e.,permanently filled or temporarily disturbed) during project construction. The project design calls for minor alteration of the south-to- north drainage channel along Marsh Drive near the intersection with Center Avenue. This would affect Tributaries B and C (see Appendix B.Figure 3). The design would also result in the removal of approximately 70 percent of each of the east-.west tributary ditches(Tributary A and the non- F.C'L*T17�I•PRODLK.7SJSMI.D�FinaiFneI1S.:ncclL.aAn(IInO^_IN71 24 LSA ASSOCIATES., INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION jurisdictional drainage ditch). However, should the Alternative Site Plan be developed,the proposed project would avoid realignment of the south-to-north channel and would not affect Tributaries B and. C. Implementation of the following mitigation measures would reduce these impacts to a less-than- sienificant level: Mitigation Measure BI0-2a: The project applicant shall obtain the appropriate federal and State permits authorizing the fill of the jurisdictional channels associated with project construction. Impacts to jurisdictional areas shall be mitigated according to appropriate ratios determined by the regulatory agencies (i.e.,U.S.Army Corps of Engineers [Corps], San Francisco Bay Regional Water Quality Control Board[Water Board]). The applicant shall comply with all terms and conditions of the permits and implement a wetland mitigation and monitoring plan (MMP), if required by the agencies. The applicant shall provide a secure funding source for implementation of the plan and long-term maintenance and monitoring of the mitigation area. The MMP must be approved by the Corps prior to implementation. Mitigation Measure BI0-2b: All jurisdictional areas located adjacent to,but outside of,the construction footprint shall be avoided during construction and no fill shall be allowed to enter these areas. Exclusion fencing(i.e., orange plastic construction fence or silt fence)shall be installed to mark the limits of the construction footprint. A biological monitor shall oversee the installation of the fencing and periodically monitor the work area to ensure avoidance of the jurisdictional areas. Mitigation Measure BIO-2c: During project construction, no soil or other construction materials shall be allowed to enter or be stored in any jurisdictional areas. All stockpiled fill and other materials shall be kept at least 50 feet from the edge of jurisdictional areas. Contractors shall implement Best Management Practices(BMPs)to prevent sediment and other potential contaminants from entering jurisdictional areas. d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? (Potentially Significant Unless Mitigation Incorporated) No wildlife corridors would be adversely affected by the proposed project. Given its location within a highly urbanized landscape,the project site does not'currently serve as a major wildlife movement corridor.Most of the species that likely use the site are generalists that are adept at moving through urban landscapes. The relatively limited extent of habitat loss that would result from the proposed Project will not affect the ability of these species to move throughthe project vicinity. Species that use the north-south drainage channel for small-scale local movements would still be able to do so after the drainage is re-aligned. Project construction would presumably involve the removal of all existing trees on the site(i.e., eucalyptus next to Center Avenue and ornamental cypress trees next to buildings), as well as wetland vegetation(e,g., cattails)within those portions of the existing drainage channels that will be affected by the project. Both habitats have the potential to support nests of common native bird species. All native birds and their nests,regardless of their regulatory status, are protected under the federal Migratory Bird Treaty Act and California Fish and Game Code. If conducted during the breeding season (March 1 to July 31), vegetation removal activities could directly impact nesting buds by P.+cm;7DIwRODLrr,`ISMNn�wnr��„nsc:�«u a.eK�Iin�ux7� 25 LSA ASSOCIATES. INC. CCA HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION removing trees and/or vegetation that-support active nests. Implementation of the following mitigation measure would reduce potential impacts to nesting birds to a less-than-significant level. Mitieation Measure BIO-3: If feasible, all vegetation removal shall be conducted during the non- breeding season(i.e., August 1 to February 28)to avoid direct impacts to nesting birds. If such work is scheduled during the breeding season, a qualified ornithologist shall conduct a pre- construction survey to determine if any birds are nesting in the vegetation to be removed. The pre-construction survey shall be conducted within 15 days prior to the start of work from March though May(since there is higher potential for birds to initiate nesting during this period), and within 30 days prior to the start of work from June through July.If active nests are found during the survey,the biologist shall determine an appropriately sized buffer around the nest in which no work will be allowed until the young have successfully fledged. The size of the nest buffer shall be determined by the biologist in consultation with the CDFG, and will be based on the nesting species,its sensitivity to disturbance, and the expected types of disturbance. e) Cor j7ict with any local policies or ordinances protecting biological resources, such as a tree Preservation policy or ordinance? (Potentially Sigtzifzcant Unless!Mitigation Incorporated) Any tree removals associated with the proposed project would be subject to the County's Tree Protection and Preservation Ordinance(Chapter 8.16-6 of the County Code),which defines protected trees as any tree measuring more than 6.5 inches in diameter measured at 4.5 feet above ground, any multi-stemmed tree where the total diameter exceeds 13 inches (also measured at 4.5 feet above ground),or any significant grouping of trees, including groves of four or more trees..Removal of protected trees without a tree permit would conflict with the tree ordinance. Mitieation Measure BIO-4: The applicant shall hire a qualified arboristtt to visit the site and determine whether any of the on-site trees are protected under the tree ordinance. If none of the trees qualify for protected status,no further action would be required. If any of the trees are protected,the applicant shall apply to the Community Development Department for a tree permit in accordance with Article 816-6.8004 of the County's Tree Protection and Preservation Ordinance.. f) Conflict with the prc✓isons-of an adopted Habitat Conservation Plan, Natural Conaniunity Cozzservation Plan or other.approved local, regional, or State habitat conservation plan? (No Itzzpact) There are no Habitat Conservation Plans,Natural Community Plans or other approved local,regional, or State habitat conservation plans that apply to development at the project site. 11 A person currently certified by the Western Chapter of the International Society of Arboriculture or a consulting arborist who satisfies the requirements of the American Society of Consulting Arborists. P.C.Cm01�RODLl'-fS45-MND\wlv"im115(7r-cuu!doc fl lJ!i-7[><nj 26 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact V. CULTURAL RESOURCES.Would the project: a) Cause a substantial adverse change in the significance of a historical resource as defined in§15064.5? b) Cause a substantial adverse change in the significance ® [� of an archaeological resource pursuant to§15064.5? c) Directly or indirectly destroy a_unique paleontological resource or site or unique geologic feature? d) Disturb any human remains, including those interred ❑. [� outside of formal cemeteries? a) Cause a substantial adverse change in the significance of a historical resource as defined in §15064.5? (No Impact) Historical structures within the County are listed on the National Register of Historic Places, as well as with the State of California Office of Historic Preservation(on the California Register). There are no_ known historic structures located within or in the vicinity of the Airport. Existing structures on the project site consist of four County-owned executive hangars and two structures currently used by flying clubs. The two structures currently occupied by the flying clubs were constructed in the late 1940s. These structures consist of hangar/office space and are used as on-site maintenance and storage facilities for private aircraft.The Concord Flying Club has occupied its building since its construction. The Mount Diablo Pilots Association(MDPA)has only occupied the existing structure since the late 1980s or early 1990s. These structures are not considered historic resources under the criteria provided in Section 15064.5 of the CEOA Guidelines. b) Cause a substantial adverse change in the significance ofan archaeological resource pursuant to §15064.5? (Potentially Significant Unless Mitigation Incorporated) There are no known archeological resources at the project site. However,there are over 600 sites within the County that have been recorded with the Archeological Inventory,Northwest Information Center at Sonoma State University. Although the Airport is not located in an archeologically sensitive area due to the urban and built-up nature of the site(as shown on the Contra Costa County Archeo- logical Sensitivity Map), it is possible that previously unknown historic or prehistoric resources could be discovered during grading and excavation work associated with project construction activities. Implementation of the following mitigation measure would ensure that impacts to discovered archeo- logical resources would be less-than-significant: Mitigation Measure.CULT-1: If deposits of prehistoric or historic archeoloo"cal materials are encountered during project activities,all work within 25 feet of the discovery shall be redirected P'CCC�70]1PRODVCfS�1SMl^J�mallFnuI1SC]recklm tlac(IlntvMln7) 27 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPDRT D£CEM.BER ID07 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION and a qualified archaeologist shall be contacted to assess the deposit fmds and make recomm- endations.t` While deposits of prehistoric or historic archeological materials should be avoided.by project activities,if the deposits cannot,be avoided,they shall be evaluated for their California Register eligibility. If the deposits are not eligible for the California Register, avoidance is not necessary. If the deposits are eligible for the California Register,they shall be..avoided. If avoidance is not feasible,project impacts shall be mitigated.in accordance with the recommendations of the evaluating archaeologist and CEOA Guidelines Section 15126.4 (b)(3)(C),which requires implementation of a data recovery plan and avoidance of human remains. Upon completion of the archaeologist's assessment,the archaeologist shall prepare a report documenting the methods and results, and provide recommendations for the treatment of the discovered archaeological materials. The report shall be submitted to the project sponsor,appropriate County departments, and the Northwest Information Center(KWIC)of the California Historical Resources Informa- tion System, at Sonoma State University.. c) LDirectly or indirectly destroy a unique paleontological resource or site or unique geologic feature? (Potentially Significant Unless Mitigation Incorporated) . There are no identified paleontological resources or unique geologic features.or sites within or in the vicinity of the project site. However,there is the potential for paleontological resources to occur at the site and to be adversely affected by project-related construction activities. Implementation of the following mitigation measure would ensure that impacts to paleontological resources are less-than- si enificant: Mitigation Measure CULT-2:If paleontological resources are encountered during demolition, site preparation,or grading activities, all work within 25 feet of the discovery shall be redirected until a qualified paleontologist has assessed the discoveries and,made recommendations. If the paleontological resources are found to be significant, adverse effects to such resources shall be avoided by project activities. If project activities cannot avoid the resources,the adverse effects shall be mitigated. At a minimum,mitigation shall include data recovery and analysis, preparation of a final report,and the formal transmission or.delivery of any fossil material recovered to a paleontological repository, such as the University of California Museum of Paleontology(UCMP). Upon completion of project activities, a final report documenting methods and findings of the mitigation shall be prepared and submitted to the project sponsor, appropriate County departments, and a suitable paleontological repository. 17-Prehistoric materials can include flaked-stone tools(e.g.projectile points,knives,choppers)or obsidian_chert,or quartzite toolmaking debris;culturally darkened soil(i.e.,midden soil often containing heat affected rock,ash and charcoal, shellfish remains,and cultural materials).and stony milling equipment(e.g.,mortars,pestles,handstones).Historical materials can include wood,stone,concrete,or adobe footings,walls and other structural remains;debris-filled wells or privies;and deposits of wood,glass,ceramics:and other refuse. P'(CQUAIIIPRODI•,"iSUSMNDIFinal'Fi,nilSCh=IJISLd:(I I npC(S17) .. 28 . LSA ASSOCIATES. INC. C.CR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION d) Disturb any human remains, including those interred outside offormal cemeteries? (Potentially Significant Unless Mitigation Incorporated) The potential to uncover Native American human remains exists in locations throughout California.At the project site,the probability of ground disturbing activities uncovering such remains is unlikely due to the disturbed nature of the site.Although not anticipated,human remains may be identified during the construction period,which could result in a significant impact to Native American cultural. resources.Implementation of the following mitigation measure would reduce potential adverse impacts to human remains to a less-than-significant level. Mitigation Measure CULT-3: If human remains are encountered,work within 25 feet of the discovery shall be redirected and the Contra Costa County Coroner notified immediately. At the same time, an.archaeologist shall be contacted to assess the situation. If the human remains are of Native American origin,the Coroner must notify the Native American Heritage Commission within 24 hours of this identification. The Native American Heritage Commission will identify a Most Likely Descendant(MLD)to inspect the site and provide recommendations for the proper treatment of the remains and associated grave goods. Upon completion of the assessment,the archaeologist shall prepare a report documenting the methods and results,and provide recommendations for the treatment of the human remains and any associated cultural materials, as appropriate and in coordination with the recommendations of the MLD. The report shall be submitted to the project applicant, Contra Costa County, and the Northwest Information Center. Potentially Significant Potentially Unless Less Than Significant Mitigation Significant . No Impact Incorporated Impact Impact VI. GEOLOGY AND SOILS.Would the project: a) Expose people or structures to potential substantial adverse effects, including the risk of loss,injury, or death involving: i) Rupture of a known earthquake fault,as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. ii) Strong seismic ground shaking? iii)Seismic-related ground failure, including liquefaction? iv)Landslides? P:CC(717011f'RC)DLILTSUSMNLNF=PF,ml]SC: kliadm(I 1(.1a:Ig7) 29 LFA ASSOCIATES. ]N.C. CCR HANGARS I LLC PROTECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact b) Result in substantial soil erosion or the loss of topsoil? c) Be located on a geologic unit or soil that is unstable,or that would become unstable as a result of the project, and potentially result in on-or off-site landslide,lateral spreading,subsidence,liquefaction or collapse? d) Be located on expansive soil,as defined in Table 18-1 13 13 11 B of the Uniform Building Code(1994),creating substantial risks to life or property? e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? This section was prepared using the information and findings provided in the Geotechnical Investi,, ti on 13 prepared for the proposed project and included as Appendix.0 of this report. a) Expose people or structures to potential substantial adverse effects, including the risk of loss, itajuty, or death involving: i)Rupture of a lalown earthquake fault, as delineated ora the most. recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault; ii)Strong seismic ground shaking; iii) Seismic-related ground failure, including liquefaction; i-v)Landslides? (Potentially Significant Unless Mitigation Incorporated) Fault Rupture: Fault rupture is displacement of the earth's surface resulting from fault movement associated with an earthquake. The Hayward and San Andreas Faults are the two principally active faults within the Bay Area and are located approximately 15 and 32 miles west of the project site, respectively. Other active faults within the region include the Clayton, Pleasanton,Marsh Creek, West Napa, Calaveras,Rodgers Creek,Greenville, and Verona Faults. The Concord Fault;runs in a northwest-southeast direction immediately east of the Airport,approximately 1/z mile northeast of the project site. The nearest Alquist-Priolo Earthquake Fault Zone extends,approximately1,000 to 2,500 feet wide on either site of the Concord Fault. The project site is not located within the Alquist-Priolo Fault Zone. Therefore,the potential for impacts associated:with fault rapture at the project site are less-than- significant. Groundshaking.The entire San Francisco Bay Area is located in a region of active seismicity. Historically,numerous moderate to strong earthquakes have been generated in northern Califorrila by 13 Stevens,Perrone&Bailey Engineering Company,Inc.,2007.Geoiechnicallnvestigation Ezecutive/Conporate Hangars:Buchanan Field,4h?ort,Concord,CA.July 3. PV:C('(17n IPROOI!CfS1$-IdNi)uoulFnil!SCTcI•Jisldrc(IInp2(r,17) 30 LSA ASSOCIATES. INC. CCA HANGARS 1 LLC PROJECT AT RUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION several major faults and fault zones in the San Andreas Fault Zone system. The level of active seismicity results in classification of the San Francisco Bay Area as seismic risk Zone 4(the highest risk category)in the California Building Code. The proposed project would result in an increase in the number of people, structures and improve- ments exposed to seismic hazards. Because of the proximity of the project site to nearby active and potentially-active faults,moderate to strong ground shaking could occur at the site as the result of an earthquake on any of these faults. The aggregate probability of the occurrence of one or more mag- nitude 6.7 plus earthquakes in the San Francisco Bay Area over the next 25 years is estimated at 62 percent.14 Groundshaking potential is estimated on a worst-case basis by taking the maximum expected earthquake and designing for the peak accelerations that it could generate. The project site has a 10 percent probability of exceeding a peak ground acceleration of about 0.6g in 50 years.15 The risk of structural damage from ground shaking is reduced through adherence to design and materials standards set forth in building codes. The Uniform Building Code (UBC)requires use of seismic parameters which allow the structural engineering analysis for buildings to be based on soil profile types. Compliance with building and grading regulations and conformance with Title 24 specifications for seismic design would reduce the potential for ground shaking impacts. However, to ensure that the potential adverse effects of ground shaking are reduced to a less-than-significant level, the following mitigation measure shall also be implemented: Mitieation Measure GEO-1: The project proponent shall implement the earthquake design criteria provided in the geotechnical investigation prepared for the project. The County Engineering Services Division shall ensure that these criteria are incorporated into the final design plans prior to issuance of a building permit for the proposed project. It is acknowledged that seismic hazards cannot be completely eliminated, even with implementation of site-specific geotechnical methods and advanced building practices. However, exposure to seismic hazards is a generally accepted part of living and working in the seismically active areas of Califomia and therefore the mitigation measure described above reduces the potential hazards associated with seismic activity to a less-than-significant level. Ground Failure and Liquefaction. Soil liquefaction is a phenomenon primarily associated with saturated soil layers located close to the ground surface. These soils lose strength during ground- shaking. Due to the loss of strength,the soil acquires a"mobility" sufficient to permit both horizontal and vertical movements. Soils that are most susceptible to liquefaction are clean,loose, uniformly graded,saturated, fine-grained sands that lie relatively close to the ground surface. However, loose sands that contain a significant amount of fines (minute silt and clay fraction)may also liquefy. The project site is underlain by Holocene basin deposits that have been previously mapped as very fire silty clay to clay deposits occupying flat-floored basins at the edge of alluvial fans adjacent to bay mud. According to the Association of Bay Area Governments (ABAG)and the U.S. Geological j4 Ibid. is Ibid. P'L('CU7:i1�PROIN 4"]SVSM!JDF'uulFim115.'hxL'Jiatdoc(1 Il.�N20D'7J 31 LSA ASSOCIATES. INC CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITICATED NEGATIVE DECLARATION Survey,the project site is located in.an area mapped as having a high potential for liquefaction.16 As discussed above,the proposed project would be constructed in compliance with applicable construc- tion codes and requirements intended to mitigate any adverse impacts resulting from ground failure and liquefaction. Implementation of Mitigation Measure GEO-1 would reduce any potential impacts associated with ground failure and liquefaction to human safety to a less-than-significant level. Landslides.The project site is located on generally flat topography,with no risk of landslides or mudslides. b) Result in substantial soil erosion or the loss of topsoil? (Potentially Significant Unless Mitigation Incorporated) The potential for soil.erosion and loss.of topsoil exists during the period of earthwork activities and between the time when earthwork is complete and new vegetation is established, or asphalt is laid. A Storrnw,ater Pollution Prevention Plan(SWPPP) and Erosion Control Plan are a routine requirement for projects requiring grading permits. The SWPPP identifies the"best management'practices" that are most appropriate for the site, and the erosion and sedimentation control plan,which is required for. final grading permits,provides the details of the erosion control measures to be applied on the site and maintained throughout the winter rainy season.As recommended in Mitigation Measure HYD-1 a (see Section VII.a,below), implementation of a SWPPP and erosion and sedimentation control plan, to be submitted prior to and approved by the County prior to issuance of a grading permit,would reduce the impacts of soil erosion and the loss of topsoil to a less-than-significant level. c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on-or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? (Potentially Significant Uizless Mitigation Incorporated) As described in Section VI.a, the soils that underlie the project site have a high potential for lique- faction during an earthquake. Site soils may also be subject.to subsidence, lateral spreading,or collapse.Implementation of Mitigation Measure GEO-1 would ensure that potential'impacts fi-om soil instability would be reduced to a less-than-significant level. Lateral spreading occurs when soils liquefy during an earthquake and the liquefied soils with the overlying soils move laterally to unconfined spaces(such as the adjacent drainage channel). Due to the relatively shallow depth to the bottom of the drainage channel and limited extent of the liquefiable soils,the potential for building damage as a result of lateral spreading adjacent to the drainage channel is love(. As described in Section VI.a,the project site is located on generally flat topography,with no risk of landslides or mudslides. 's Ibid. P1CCCf7li1YROD!4:fiU.cMND"Fw�FinellsCheci;IrtLJoc(11.�(^_n:17) 32 LSA ASSOCIATES. INC. GCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code(1994), creating substantial risks to life or property? (Potentially Significant Unless Mitigation Incorporated) Subsurface borings at the project site indicate that fill materials at the site are potentially compressible. The more sandy fills were relatively non-expansive;however,the more clayey fills were moderately to highly expansive. The near-surface,more clayey native materials have a high plasticity and high potential for expansion. Expansive clay soils are prone to heave and shrink movements with changes in moisture content and,consequently,must be considered in the design of graded surfaces,foundations, drainage features,and landscaping. The effect of compressible soils can be adequately controlled with appropriate structural design of foundations and civil design of surface grades and gradients for gravity-flow pipes. Implementation of Mitigation Measure GEO-1 would ensure that potential impacts from potentially expansive soils are reduced to a less-than-significant level. e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water?(1Vo Impact) Wastewater conveyance and treatment for the proposed project would be provided by the Central Contra Costa County Sanitary'District(CCCCSD). Development of the project would not involve the use of septic tanks or alternative wastewater disposal systems. Potentially Significant Potentially unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact VII. HAZARDS AND HAZARDOUS MATERIALS.Would the project: a) Create a significant hazard to the public or the 13 1 C3 environment through the routine transport,use,or disposal ofhazardousmaterials? b) Create a significant hazard to the public or the ® 1 environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? c) Emit hazardous emissions or handle hazardous or acutely (� hazardous materials,substances,or waste within one- quarter mile of an existing or proposed school? d) Be located on a site which is included on a list of 1 ri hazardous materials sites compiled pursuant to Government Code Section 65962.5 and,as a result, would it create a significant hazard to the public or the environment? P.�CLL'M(71PRODULTSVCMND1Fuu11Fi:n115('IKr,IdmEx t;PX X07) 33 LSA ASSOCIATES, INC. CCR HANGARS I LLC PROJECT AT. BUCHANAN FIELD AIRPORT DECEMBER 1007 INITIAL STUDY/MITI GATED NEGATIVE DECLARATION Potentially Significant Potentially unless. Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact e) For a project located within an airport land use plan or, Q where such a plan has not been adopted,within two miles of a public airport or public use airport,would the project result in a safety hazard for people residing or working in the project area? f) For a project located within the vicinity of a private airstrip,would the project result in a safety hazard for people residing or working in the project area? g) Impair implementation of or physically interfere with an 0 adopted emergency response plan or emergency evacuation plan? h) Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? The following is based in part on the results of the Phase I Environmental Site Assessment(Phase I)17. prepared for the project site and included as Appendix D of this report. a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of ha-zardous materials? (Less-Than-Significant Impact) The proposed project would develop aircraft hangars, office bungalows, and an administration building on the project site,within the existing boundaries of the Airport.No fueling facilities are proposed;however, general aircraft maintenance activities on the project site may require the use of oils;fuels,lubricants,and paints. The Airport is identified as a hazardous land use in the Contra Costa County General Plan. Facilities such as the Airport that use, store, or handle hazardous materials in quantities greater than 500 pounds, 55 gallons, or 200 cubic feet are required to prepare a Hazardous Materials Business`Plan(HMBP). The HMBP is intended to provide detailed hazardous material.uses to emergency responders. HMBPs must remain current and at a minimum must be reviewed every three years. As future development projects are approved,the HMBP is updated. Adherence to applicable regulatory requirements (e.cr requirements of HMBPs,including employee training and emergency response,hazards communica- tion training, and injury and illness prevention plans)would mitigate potential impacts from routine transport,use, or disposal of hazardous materials at the project site.Although these plans would not 17 Environmental Resources Management,2007.Phase l Environmental Site Assessment,Buchanan Field Airport, Sally Ride Dave and Marsh Drive, Concord, CA.July 13. P'YlYT70IPROUIK—fS�Si.'RJDVmalVircallSClrcYJal.Jtt(11/7(I�Uu7) 34 LSA ASSOCIATES, INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2DD7 INITIAL STUDY/MITICATED NEGATIVE DECLARATION completely eliminate the potential for a hazardous materials release,they would reduce the potential severity of a release to a less-than-significant level. b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? (Potentially Significant Unless Mitigation Incorporated) During aircraft operations and maintenance activities at the project site, existing hazardous materials regulations would reduce the potential impacts of a hazardous materials.release to a less-than- significant level(see Section VII.a, above). Development of the proposed project could result in exposure of construction workers to hazardous materials. Five potential sources of hazardous materials contamination have been identified at the project site, and are discussed below. Pipeline Hazards.No underground storage tanks(USTs)or aboveground storage tanks(ASTs)are currently known to occur on the project site. A 550-gallon UST containing 80-octane aviation gasoline was previously located behind the MDPA building and removed in 1990. A former military refueling pit was observed behind the MDPA building. The pit was historically connected by piping to off-site fuel USTs located between Marsh Drive and Sally Ride Drive. The off-site USTs were.removed during the 1950's;however,the piping is still likely present underground.No documentation of UST or pipeline removal was available for the Phase I performed for the project site. Potential rupture of the pipeline,which may still be connected to the UST, could result in a significant release of hazardous materials during project grading and construction activities. Mitigation Measure HAZ-1.The exact location of on-site pipelines shall be identified and historical documentation of UST removal provided to the Contra Costa County Community Development and County Health Services Departments prior to issuance of grading or construction permits for the proposed project. In the event that the appropriate documentation of UST and piping removal cannot be obtained,a geophysical survey shall be conducted to determine the potential presence of a UST and associated piping. Agricultural Land Use and Vegetation Management. The Contra Costa County Public Works Department regularly sprays the undeveloped portion of the project site with chemical defoliant. An environmentally sensitive defoliant is used to remove larger leaves so the grass can be easily mowed. Details of historical spraying activities are unknown. Additionally,the project site has historically been used for agricultural purposes(prior to development of the Airport). These historical uses likely included the use of pesticides, fertilizers and other agricultural chemicals. Although most agricultural chemicals used today have a short persistence, some agricultural chemicals used in the past may remain in shallow soils,potentially posing a health risk to those persons who may come into direct contact with the soils. Oil Staining.Localized oil staininj was observed on the floors of specific storage and maintenance areas inside existing structures and outside underneath parked aircraft on the project site. The asphalt ground and flooring throughout the project site appeared in good to fair condition,with some cracking. and patched areas. Oils and other materials used at the site may have leached through these cracks and resulting-in soil contamination. P:ICL(nen]%PRC)DIKTSVCMND�Fiml\Fiml]SO=Uin dx(I I AOL1200 t) 35 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER. 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Septic System. A septic system associated with the executive hangar area was removed and replaced with a holding tank. The bathroom inside the hangar is currently connected to the holding tank, which is behind the hangar along Buchanan Field Road. The contents of the tank are pumped out on a regular basis. If chemicals besides sanitary wastes have been released into the tank,potential leakage of the tank contents into the subsurface may have occurred,potentially contaminating site soils. Implementation of the following twlo-part mitigation measure would reduce potential impacts assoc- iated with potentially contaminated soils and potential airborne contaminants to a less-than-significant level. Mitigation Measure HAZ-2a: Prior to issuance of grading or construction permits,a Phase H Environmental Site Assessment for both the developed and undeveloped portions of the project site shall be conducted by a qualified environmental professional to assess the presence and extent of contamination at the site. These investigations shall be conducted in conformance with State and local guidelines and regulations. If the results of subsurface investigations(s) confirm the presence of hazardous materials, site remediation may be required to protect the health and safety of future site users,with oversight by the applicable State or local regulatory agencies. Specific remedies would depend on the extent and magnitude of contamination and the requirements of the regulatory agencies. The investigation report and certification requiring further actions(if necessary)shall be completed and submitted to the County Community Development and County Health Services Departments for review and approval. Mitigation Measure HAZ-2b: Construction activities shall only occur in accordance with a site- specific health and safety plan prepared by a certified industrial hygienist. The plan shall include provisions for monitoring exposure to construction workers,delineate procedures to be under- taken in the event that contamination is identified above action levels, and identify emergency procedures and responsible personnel. The health and safety plan shall include performance standards identified to minimize the effects of air-borne contaminants(for example, stopping work on days of high wind velocities, limiting excavation areas,or wetting down surfaces). Construction workers in contaminated areas shall be required to receive hazardous materials training in accordance with federal and State.re.jul-ations. Asbestos and Lead Containing Materials. Buildings constructed prior to 1980 may contain lead- based paint(LBP)and asbestos-containing building materials(AGMs). Existing structures on the project site were constructed between the 1940's and 1960's. Although LBP and ACMs in good condition would not be expected to present an immediate health risk, lead and asbestos particles could potentially be released to the air during building demolition,which could pose a health risk to construction workers.Implementation of the foiiowing mitigation measure would reduce potential impacts due to release of lead and asbestos to a less-than-significant level. Mitigation Measure HAZ-3::Prior to issuance.of a construction or demolition permit affecting site structures,a lead-based paint and asbestos-containing material survey shall be performed at the structure by a qualified environmental professional. Based on the findings of the survey, all loose and peeling lead-based paint and identified asbestos hazards.shall be abated by a certified contractor in accordance with federal and State requirements. Federal and State construction P:,cap;nunPRonua'sisn�m.Evanr�,nscnuu_aopinon_oin/ 36 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION worker health and safety regulations shall apply to demolition activities,and any required worker health and safety procedures shall be incorporated into the demolition specifications for the proposed project. c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? (Less-than-Significant Impact) The nearest elementary school, Marchus Elementary School,is located approximately 1/2 mile east of, the project site. The proposed project would not emit hazardous emissions of handle hazardous or acutely hazardous materials, substances,or wastes within 1/4 mile of an existing or proposed school. d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant . to Government Code.Section 65962.5 and, as a result, would it.create a significant hazard to the public or the environment? (Less-than-Significant Impact) As noted in Section VH.a,the Airport is identified as a hazardous land use in the County General Plan. However,the project site itself is.not identified on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5. Development of the proposed project would not disturb any known contaminated sites on Airport property. e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area? (Less-Than-Significant Impact) The proposed project would be developed in accordance with FAA regulations. These regulations would reduce potential safety hazards to a less-than-significant level. For a project located within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area? (No Impact) . No private airstrips are Iocated within the project vicinity. g) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? (No Impact) Proposed development at the projects site would not interfere with emergency response or emergency evacuation plans. h) Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? (No Impact) Land uses adjacent to the project site include developed urban areas.Although the land directly north of the Airport consists of undeveloped open space, this area is separated from the Airport by SR-4 and is itself surrounded by urban uses. Therefore,the proposed development would not be exposed to a high wildfire risk. P:k'CGY�7��IWRUUIK'fSJSMiJD�FwIVi'all$(Tecgicttloc(Iln(1nJq"!) 37 LSA ASSOCIATES. INC. CCA HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/M.ITIGATED NEGATIVE DECLARATION Potentially Significant Potentially unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact VIII. HYDROLOGY AND WATER QUALITY.Would the Project: a) Violate any water quality standards or waste discharge requirements? b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level(e.g.,the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? c) Substantially alter the existing drainage pattern of the . site or area,including through the alteration of the course of a stream or river,in a manner which would " result in substantial erosion or siltation on-or off-site? d) Substantially alter the existing drainage pattern of the site or area,including through the alteration of the course of a stream or river,or substantially increase the rate or amount-of surface runoff in a manner which would result in flooding on-or off-site? e) Create or contribute runoff water which would exceed ®. the capacity of existing or planned stormw•ater drainage systems or provide substantial additional sources of V polluted runoff? f) Otherwise substantially degrade.water quality? (� g) Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood . Insurance Rate Map or other"flood hazard delineation map? h) Place,within a 10.0-year flood hazard area Structures 0 Q which would impede or redirect flood flo«,s? i) Expose people or structures to a significant risk of loss, ® Q injuryor death involving flooding,including flooding of as a result of the failure of a levee or dam? j) Inundation by seiche,tsunami,or mudflow? P�(:(:Cn7n1'PRODliCFSUs-MNO'FvulFi'u1I5CTedJiadoc(11130,2017) _ � 38 LSA ASSOCIATES, INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION The 1993 Drainage and Flood Control Study's prepared for the Airport and the Hydrology Study19 prepared for the proposed project were used to prepare portions of this section. The Drainage and Flood Control Study serves as a plan to mitigate and control incremental runoff associated with future development at the Airport. The HydrologyStudy is specific to the proposed project and outlines the application of the Drainage and Flood Control Study to this area of the Airport. The Hydrology Study is included as Appendix E of this report. . a) Violate any water quality standards or waste discharge requirements? (Potentially Significant Unless Mitigation Incorporated) The following subsections discuss impacts to water quality associated with construction and operation of the proposed project. Construction Period Impacts. Excavation,grading, and construction activities associated with the proposed project would lead to temporary disturbance of surface soils and removal of vegetative cover. During the construction period,excavation and grading activities could result in exposure of soil to runoff, potentially causing erosion and mobilization of sediment in the runoff. Soil stockpiles and excavated parcels would be exposed to runoff and, if not managed properly,the runoff could cause erosion and increased sedimentation in drainages and detention areas within the Airport infield, the County drainage channels, Grayson Creek and Pacheco Slough. The accumulation of sediment could result in blockage of flows,potentially resulting in increased localized ponding or flooding. The potential for chemical releases is present at most construction sites. Once released, substances such as fuels, oils,paints, and solvents could be transported to nearby surface waterways and/or groundwater in stormwater runoff,wash water, and dust control water,reducing the quality of the receiving waters. Operation Period Impacts.The intensified land uses in the project area would result in increased vehicle use and potential discharge of associated pollutants. Leaks of fuel or lubricants,tire wear, and fallout from exhaust contribute petroleum hydrocarbons,heavy metals, and sediment to the pollutant load in runoff being transported to receiving waters. Runoff from landscaped areas may contain residual pesticides and nutrients. Long-term degradation of runoff water quality from the project site. could adversely affect water quality in receiving water bodies. The proposed project is subject to the San Francisco Regional Water Quality Control Board's (Water Board)National Pollutant Discharge EIimination System(NPDES)C.3 provisions. C.3 provisions are separate from, and in addition to,requirements for erosion and sediment control and for pollution prevention measures during construction. The C.3 provisions require applicable development projects to capture and treat operational stormwater runoff prior to discharge to receiving water bodies to the maximum extent practicable.Furthermore,they establish minimum thresholds for the quantity,of site runoff that must pass through accepted treatment controls. Where feasible, development projects must IB Hodges&Shutt, 1993.Drainage and Flood Control Study.Buchanan Field Airport.January 28.' 19 Bellecci &Associates,2007.Hydrology Study for Aviation Development Group Project at Buchanan Field Airport.August 3l. Y�CCLii�nIPRODI�LTSUSMND�Fuanyiirel]5(7xrldiatloc(IInO^�q7) ' 39 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION also minimize the area of new roofs_and paving and should substitute pervious surfaces to allow runoff to reach the underlying soil. The following two-part mitigation measure would reduce construction and operational water quality impacts of the proposed project to a less-than-significant level. Mitigation Measure HYDRO-1 a:.Construction activities associated with the,proposed project would be regulated by and shall comply with the National Pollutant Discharge Elimination System (NDPES) General Permit for Storm Water Discharges Associated with Construction Activity(General Permit)CAS000002,Water Quality Order(WQO) 99-08-DWQ.A Stormwater Pollution Prevention Plan(SWPPP)is required under the General Permit and shall be prepared by the project proponent. The construction SWPPP shall establish procedures and controls designed to mitigate potential impacts to surface water quality during the construction phase. Required elements of the SWPPP include,but are not limited to: Site description addressing the elements and characteristics specific to the site; • Descriptions of BMPs for source and treatment control; • Descriptions of BMPs for construction waste handling and disposal;. • Description of the implementation of approved local plans; • Proposed post-construction controls, including description of local post-construction erosion and sediment control requirements; and • Description of non-stotmwaier management Best Management Practices (BMPs). For the proposed project, these required elements shall be expanded to include, at a minimum, the following components: • A list of potential pollutants from building materials, chemicals,and maintenance practices used during the construction period, and the specific control measures to be impletriented to minimize release and transport of these.constituents in runoff, • A comprehensive erosion and sediment control plan, depicting areas to remain undisturbed, and providing specifications for revegetation of disturbed areas; Specifications and designs for the appropriate best management practices (BMPs) for controlling drainage'and treating runoff in the construction phase; • A'program for monitoring all control measures that includes schedules for inspection and maintenance,and'identifies the party responsible for monitoring; • A site map that locates all water quality control measures and restricted areas to be left: undisturbed. Mitigation Measure HYDRO-lb: As required in the County Code, (Title 10, Chapter 1014- 4.004)the project proponent.shall prepare and implement.a.Stormwater Control Plan(SWCP) in accordance with the Contra Costa Clean Water Program Stormwater C.3 Guidebook20 to Contra Costa Clean Water Program,2006,Stormwater C.3 Guidebook,PH.,October 2006. P'C;('(n?rII�HODL:fSUSMNU`fvlFm115(TAIisrJx(i l•?V^eii1 40 LSA ASSOCIATES. INC. CCA HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION minimize potential runoff pollution during the life of the project.A building permit shall not be issued for the project until the Contra Costa County Public Works Department reviews and approves the proposed stormwater controls. The project shall incorporate landscaping features into the drainage design and shall route runoff from impervious surfaces toward swales or landscaped areas before ultimate discharge to the drainage channels tributary to Grayson Creek. The report shall also specify on-going maintenance and inspection requirements for new stormwater management facilities as well as the responsible parties and funding sources for the required maintenance activities. b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level(e.g., the production rate ofpre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? (Less-Than-Significant Impact) The Airport is underlain by the Ygnacio Valley groundwater basin. Aquifers in the basin are hydraulically connected to the Sacramento River. Although no use of groundwater is proposed for the proposed project,some dewatering may be required during construction activities.Any dewatering activity would be expected to be temporary and affect only the uppermost water-bearing zone,not the deeper regional aquifer. . The proposed project would increase the percentage of impervious surfaces(e.g.,paved surfaces, buildings)at the site. The 13.97=acre project site would see a loss of 5.35 acres of open space and landscaping(roughly 80 percent of the existing open space and landscaping on the site);leaving approximately 1.25 acres of open space and landscaped areas within the project boundary. 21 This loss of pervious surface could have an impact on groundwater recharge if not for the fact that it is offset by the properties of the native soils at the project site. Sol] cover at the project site is entirely Omni clay loam(0a)Z2,classified under the Natural Resources Conservation Service(NRCS) hydrologic soil group system(HSG)23 as a D-type soil. As such,the decrease in open space and landscaped areas would not be expected to significantly reduce infiltration of precipitation to the . regional aquifer system. For these reasons, the.proposed project would have a less-than-significant impact on groundwater recharge. c) Substantially,alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on-or off-site? (Potentially Significant Unless Mitigation Incorporated) ZI Bellecci,2007.op.cit. 22 U.S.Department of Agriculture,2007.Natural Resource Conservation Services,Web Soil Survey.Website: websoil s urvey.nres.usda.gov. 23 The NRCS hydrologic soil groups(HSGs)divide all soil types into four categories on the basis of potential to produce runoff.Type A soils have the lowest runoff potential and typically have high infiltration rates.Type D soils have the highest runoff potential and typically have low infiltration rates and/or are shallow. P.�cLrnxmPRooucrsysMNnu•�iw�:lscnlwm.ex(I I nay 41 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Storm drains serving the Airport are maintained by the Contra Costa County Public Works Department. Currently, drainage from the project area flows east to west either overland or through two east-west ditches tributary to a larger sub-regional engineered drainage channel that flows south to north along the east side of Marsh Drive. The draft wetland delineation prepared for the project site refers to the southern tributary ditch as Tributary A,while'the northern non jurisdictional ditch is indicated by a dashed line(see Appendix B,Figure 3). The sub-regional open drainage channel flows approximately 3,900 feet north of the project site to join Grayson Creek.'Grayson Creek; an improved flood control channel operated and.maintained by Contra Costa County Flood Control and Water Conservation District(Flood Control District),likewise flows north,joining Walnut Creek and discharging into Pacheco Slough and Suisun Bay. Grayson Creek flows a distance of roughly four miles to Suisun Bay with a drop of roughly 18 feet, equivalent to an average slope of less than 0.09 percent. The project design calls for minor alteration of the south-to-north drainage channel along Marsh Drive near the intersection with Center Avenue. This-would affect Tributaries B and C(see Appendix B, Figure 3).The design would also result in the removal of approximately 70 percent of each of the east-. west tributary ditches(Tributary A and the non jurisdictional drainage ditch). Development of the Alternative Site Plan would avoid realignment of the south-to-north channel and would not affect Tributaries B and C. Given the location of the project site, on relatively level terrain.in the lower reaches of the watershed and discharging into County-maintained engineered channels development of the proposed project, would not be expected to result in a significant increase in erosion or siltation on- or off-site. Additionally,implementation of the measures called for in HYDRO-lb would minimize any such potential to a less-than-significant level. Grading activities associated with the proposed project would occur in relatively flat areas. Construction-period stormwater controls required in HYDRO-1 a would minimize the erosion and runoff potential from the proposed project during construction activities.' d) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river-, or substantially increase the rate or amount of surface runoff in.a manner which would result in flooding on- or off-site?(Potentially Significant Unless Mitigation Incorporated) Historically,the Airport drainage system has.experienced difficulties in maintaining free open surface channel flow during larger storms (such as-the 10-year event)due to the high water level of receiving water bodies(Grayson Creek to the west and Walnut Creek to the east). The low-lying open space areas between runways and taxiways to the east of the project site often function as detention basins during storms. Some of these locations were specifically designed as detention basins in the early 1990s. The drainage design for the proposed project utilizes the depression to the east of the project site(in the Airport infield) for this purpose. The use of the depressed infield areas for detention is . considered adequate as long as the backwater surface elevations do not overtop and flood the runways and taxiways. The proposed project would replace more than 70 percent'of the existing east-west ditches(Tributary A and the non-jurisdictional drainage ditch) with underground drainage pipes and after the alignment of the south-to-north channel at the southern end of the site. This could exacerbate existing flooding P.•GY:(L7J:PRO,:.C�1'SUSMNDv iul•An'eIlSl:licck:i9 Doc(11/.I(t2fK17) 42 LSA.ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION problems downstream. Development of the Alternative Site Plan would avoid realignment of the south-to-north channel. The proposed project would also increase the amount of impervious surface at the site and therefore may affect the rate and amount of surface runoff. Increased runoff volume could exacerbate down- stream flooding problems during larger storm events. However,the proposed project is not expected to result in hydromodification in the downstream channels(effects caused by storm events smaller than the 2-year recurrence event)due to the low gradient and engineered nature of the channels receiving runoff from the site. Compliance with Provision C.3,required by Mitigation Measure HYDRO-lb, along with implementa- tion of the following two-part mitigation measure would reduce the potential impacts of on- and off- site flooding to a less-than-significant level. Mitigation Measure HYDRO-2a: The project proponent shall provide flood control storage such that peak stormwater flow rates from the project do not exceed pre-project flow rates for,large storm events (the 10-year storm event up to and including the 100-year storm event); unless it can be conclusively shown in a detailed hydrology study that detention at the project site would not result in detrimental impacts on- or off-site in the vicinity of the project, due to phasing of peak flows in Grayson Creek. Required stormwater management infrastructure, including detention,will be described in a Drainage Study that shall use design guidelines and hydrograph methodology consistent with Contra Costa County standards. The hydrology and drainage plan for the proposed project shall be prepared by a qualified professional in accordance with Contra Costa County Public Works Department requirements. The report shall demonstrate that peak stormwater flow rates from the proposed project will not increase the potential for flooding on- or off-site. Mitigation Measure HYDRO-2b: Grading and drainage plans shall be reviewed for compliance with County requirements by the Contra Costa County Engineering Services Department. Any improvementsto the storm drain system deemed necessary by the County,including construc- tion of or improvements to stormwater conveyances, shall be part of the conditions of approval for the proposed project. Implementation of Mitigation Measures HYDRO-la and lb and HYDRO-2a-and 2b would reduce on- and off-site flooding due to alteration of the drainage pattern to a less-than-significant level. e) Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? (Potentially Significant Unless Mitigation Incorporated) The increase in impervious surface area at the project site(noted in Section VIII.b.)would corres- pondingly increase runoff from the site. Peak discharge from the site, for the 10-year storm event, will increase to approximately 25 cubic feet per second(cfs). This is approximately a 6.4 cfs increase or 34 percent over the pre-project condition.24 However,the proposed project conforms to both the existing 24 Sellecci,2007.op.cit. P''rt:CCS1701PRODI Y.TSUCMNL;UvullFiml!$('heckliatlnc 11 U?M_00T) 43 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION and proposed Buchanan Field Airport Master Plans. Master Plan land use was considered in the development of design flows for the south-to-north drainage ditch which is based on ultimate build-out of the drainage area as reflected in the Drainage Area (DA) 60 records on file.with the Flood Control District. The potential for the project to add substantial sources of pollutants to runoff is described in Section VIII.a. Implementation of Mitigation Measures HYDRO-1 a.and HYDRO-lb and HYDRO-2a and HYDRO-2b would reduce these potential impacts to a less-than-significant level.. J9 Otherwise substantially degrade water quality? (Less-Than-Significant Impact) Aside from potential impacts related to construction activities and post-construction site uses(see Section VIII.a, above),the project would not adversely affect water quality, g) Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood htsurance Rate Map or other flood hazard delineation ntap? (No Impact) No housing is proposed for.the project site. h) Place within a 100 year flood hazard area structures which would impede or redirect flood flows?) (Potentially Sign ificani Unless Mitigation Incorporated) The Federal Emergency Management'Agency(FEMA)Flood Insurance Rate Map (FIRM) for the project area25 shows that most of the project site lies within Zone C,which is not subject to 100-year flooding. There is a small area,less than one acre, along the northwestern edge that lies in Zone B which indicates that it is either between the limits of the 100-year and 500-year flood or subject to inundation of less than one foot in the 100-year flood. Parking lot facilities are planned for the portion of the project site that lies within Zone B. With proper design and installation of drainage features as called for in Mitigation Measures HYDRO-2a and HYDRO-2b,these facilities will not impede or redirect flood flows. i) Expose people Or structures to a significant risk of loss, injury or death involving flooding, including flooding of as a result of the failure of a levee or dam? (Less-Than-Significant Impact) While the eastern portion of the Airport is located within the mapped dam failure inundation area'for the Lafayette Reservoir26 the project site is not within this or any other dam failure inundation area. shown in.the documentation provided by the Association of Bay Area Governments (ABAG). The Airport is protected on the east and north by levees along Walnut Creek, and on.the northwest by levees along Grayson Creek,however FEMA mapping does not indicate any hazard from flooding at the Airport other than that mentioned in Section VHI.h. The 100-year flood elevations on Grayson 2"`Federal Emergency Management Agency(FEMA);2001.Flood Insurance Rate Map Community-Panel No. 0600250285C,September 7,2001. 26.Association of Bay Area Governments(ABAG),1995.Hazard Map Dam Failure Inundation,Areas,Concord,CA. P:`�CLL7rtI1PR!)DiITS`JSAIIJDIFuWFinallSChecuintloc fl l/7NpG,, 44 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT.AT BUCHANAN FIELD AIRPORT DE CEKBER 2007 INITIAL STUDY/MITICATED NEGATIVE DECLARATION Creek parallel to the project site range from 19 feet to 17 feet on the National Geodetic Vertical Datum (NGVD)which is below the west parking lot elevations.With fmished grade of at least 22 feet•NGVD this is the lowest area of the project site. FEMA mapping does not indicate.any flood risk at the Airport from Walnut Creek;though neither the Flood Insurance Study nor the FIRM indicate base flood elevations for Walnut Creek. The Walnut Creek channel within the City of Concord(east of the Airport)has been improved by the United States Army Corps of Engineers(Corps)to contain the 100- year flood.27 The levees along Walnut Creek are maintained by the Corps..As such, exposure to risk involving flooding due to failure of a levee or dam would not be expected. j) Inundation by seiche, tsunami, or mudflow? (No Impact) No enclosed bodies of water,likely to be affected by seiches,are present in the project vicinity. Likewise,the project area and surroundings are relatively level.Thus,no inundation from mudflows would be expected. Due to its inland location, the project site is not likely subject to inundation by tsunami(a sea wave caused by earth movement). This is supported by the fact that the 1964 earthquake in the Gulf of Alaska caused a tsunami with waves that produced a run-up of 1.1 meters in San Francisco and 1.5 meters in San Rafael while at Benicia, the run-up diminished to 0.1 meters.28 A similar reduction is seen for the 1960 Chilean earthquake that caused a 0.9-meter run-up at San Francisco and a less than 0.1 meters run-up at Benicia.29 Benicia is approximately 30 river miles inland from the Golden Gate. Pacheco Slough joins Suisun Bay roughly two river miles upstream from the Benicia tidal gage. From Suisun Bay to the project site measures an additional four miles (up Pacheco Slough,Walnut, and Grayson Creeks and the drainage channels)with a gain of roughly 18 to 20 feet in elevation. Thus the project site lies roughly 36 river miles from the Golden Gate with the Carquinez Strait serving as.a natural buffer to reduce such sea waves. Mean higher high water(MHHW)at the.Port Chicago gage on Suisun Bay is 3.45 feet NGVD.30 The highest observed water level recorded at the gage is 6.46 feet NGVD on December 3, 1983.The project site minimum elevation is 18 feet NGVD,thus, given attenuation of the wave between the Golden Gate and Benicia,no inundation from tsunami would be expected. 27 Federal Emergency Management Agency,2001.Flood Insurance Study,City of Concord,California,revised September 7,2001. 2E Magoon,O.T., 1962.The tsunami of May 1960 as it affected Northern California,ASCE Hydraulics Division Conference,Davis,California. 29 Magoon,O.T., 1966.Structural Damage by Tsunamis,Proceedings,ASCE Specialty Conference on Coastal Engineering,Santa Barbara(California),Oct. 1965,35-68. 30 National Oceanic and Atmospheric Administration,2007. Website:tidesandcurrents.noaa.gov.Port Chicago,CA, Station ID:9415144 Bench Mark Sheets. P:K:('C0701YRODl I("rSVS1.RNFJ�FuaOFirW15ClictkluitlOc(I 1/70:00"t) 45 LSA ASSOCIATES. INC. CCA HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRF OAT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DE CLARAT'ION Potentially, Significant Potentially. Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact IX. LAND USE AND PLANNING.Would the project: a) Physically divide an established community? . 0 b) Conflict with any applicable land use plan,policy,or 0 regulation of an agency with jurisdiction over the project (including,but not limited to the general plan, specific plan,local coastal program,or zoning ordinance)adopted for the purpose of avoiding or mitigating an environmental effect? c) Conflict with any applicable habitat conservation plan or natural community conservation plan? a) Physically divide an established community? (No Impact) Development of the proposed project would occur within the existing boundaries of the Airport. Development of the proposed project would result in the on-site demolition of existing structures and the construction of new buildings. These activities would not disrupt or divide an established community. Also,the proposed project would not result in any significant changes in the current land use or development pattern of the surrounding area. The flying clubs which currently occupy two of the existing structures and the executive hangar tenants on the project site would be offered priority space in the County-owned t-hangars on the east ramp as they become available. The Airport is also working with the flying clubs to identify meeting space at other locations within the Airport.No existing businesses or residential structures would be displaced as a result of the proposed project. b) Conflict with any applicable land use plan,policy, or regulation of an agency with jurisdiction over the project(including, but not limited to the general plant, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating,an enivirort- ntental effect?(Less-Than-Significant Impact) The Contra Costa County General Plan designates the majority of the Airport, including the project site as Public/Semi-Public. This designation typically includes properties owned by governmental aeencies and a wide variety of public and private uses.are allowed. However,the construction of private residences or private commercial uses is not permitted within this designation.31 Only aviation- related development is proposed for the project site; such uses are permitted within the PS designation. The Airport property is within the Unrestricted(U)Zoning District, which allows any lawful use that is compatible with the General Plan. . The existing Airport Layout Plan(ALP) designates the project site as"aviation oriented with hangars," as amended from the ALP analyzed in the 1990 Master Plan. This designation.allows corporate, small a1 Contra Costa County, 1996.Contra-Costa Courztj,General Plan, 1995—2010 July. pu',^,(Y7��IWROI7�L'TSJ'sN,!'7Fw1Fi JIS(:OecUiadoc(I II?�^_IX�7) 46 LSA ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION aircraft and tie-down space.A fueling facility was also previously planned for the site. The proposed project would amend the existing ALP to remove the fueling facility from the site and show the final configuration of the proposed hangar/office bungalows and administration building. As previously stated, this action requires FAA approval and compliance with NEPA. The Airport is currently preparing an•update to the 1990 Master Plan. The proposed Master Plan designates the northern portion of the project site as"Proposed Aviation Development" and the southern portion of the site as"Aviation Related or Non-Aviation Related Development Area."The proposed Master Plan has not yet been adopted and is currently undergoing separate environmental review;however,the proposed project would be generally consistent with the development assumptions identified for the project site.No land use incompatibilities or conflicts with existing plans or policies would result from development of the proposed project. In addition, although the Airport is located within the City of Concord's Sphere of Influence and Planning Area Boundary, it is located outside the City limits; and is therefore not subject to Concord's Zoning Ordinance. The Concord General Plan designates the Airport as Public/Quasi Public,which is applied to property owned by governmental entities. The proposed project would not be incompatible with this designation. c) Conflict with any applicable habitat conservation plan or natural community conservation plan? (No Impact) Please see Section N.f. Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact X. MINERAL RESOURCES. Would the project: a) Result in the loss of availability of a known mineral resource that would be of value to the region and the Tesidents of the State? b) Result in the loss of availability of a locally-important. mineral resource recovery site delineated on a local general plan,specific plan or other land use plan? a) Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the State?(No Impact) Mineral resources currently being mined within the County are predominantly located in the east County, although scattered resource areas, such as Los Medanos Hills, are located northeast of the Airport between Bay Point and the Concord Naval Weapons Station.However,the project site is not designated as a locally-important resource recovery site in the County General Plan Mineral Resource Area Map and there are no known mineral resource sites located within the Airport or vicinity. P:rcxn-nnPRnrnx-IsysMND�F;�nFinalLS(.hck1)st0a(I Inw_on>) 47 LSA ASSOCIATES. INC. CCP. HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT .� DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION b) Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, spec fc plan or other land use plan?(Ala Impact) Please refer to Section X.a. Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact X1. NOISE. Would the project result in: a) Exposure of persons to or generation of noise levels in S excess of standards established in the local general plan or noise ordinance, or applicable standards of other agen ci es? b) Exposure of persons to or generation of excessive ground borne vibration or ground borne noise levels? c) A substantial permanent increase in ambient noise ■ levels in the project vicinity above levels existing without the project? d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? e) For a project located within an airport land use plan or, 0 where such a plan has not been adopted;within two miles of a public airport or public use airport,would the project expose people residing or working in the project area to excessive noise levels? f) For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? a) Exposure ofpe7•s077s to or generation of noise levels in excess ofstandards,established in the local general plait or noise ordinance, or applicable standards of other agencies? (Potentially Significant Unless Mitigation Incorporated) The proposed vroject itself would not generate additional aircraft flights;however. existing flights from the Airport are an existing noise source in the area and flights from the Airport would increase over time. Additionally,the proposed project would include development of aviation and non-aviation land uses which could generate additional vehicle trips on roadways adjacent to the Airport. Noise impacts on the proposed project would be primarily from aircraft or aviation noise sources. Federal Aviation Regulation, Part 150, "Aviation Noise Compatibility Planning,"sets forth noise. compatibility guidelines for airport land use. These guidelines determine the acceptable or compatible P -48 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION level of maximum noise exposure for people in areas affected by Airport and aviation related noise sources. According to these guidelines, exposure to noise levels below 65 dBA CNEL would be considered acceptable or compatible for all types of land use. According to the Contra Costa County Airport Land Use Compatibility Plan,32 the normally acceptable noise levels for office space land use within 3 miles of Buchanan Field Airport is 60 dBA CNEL,marginally acceptable noise levels for commercial uses can range up to 70 dBA CNEL. According to Figure 3B of the Contra Costa County Airport Land Use Compatibility Plan,the proposed project site lies within the 65 dBA CNEL future noise contours for the Airport. Portions of the project site bordering the runway may be exposed to aircraft related noise levels of up to 70 dBA CNEL. These noise levels are considered acceptable for office development as long as interior noise standards are met and no exterior activity areas are planned as part of the project. The proposed project does not include any outdoor activity areas;therefore,implementation of the following mitigation measure would reduce aircraft related noise impacts to a less-than-significant level. Mitigation Measure N0I-1: To ensure that windows can remain closed for a prolonged period of time, an alternate form of ventilation, such as air conditioning, shall be required for all new office buildings within the project site. Such alternate form of ventilation shall not compromise the acoustical integrity of the building facades, and shall not create excessive interior noise levels due to its operation. This mitigation applies to all new office facilities,the new airport administrative building, and the new aviator's lounge/conference center located within the project site. Noise impacts on off-site sensitive receptors in the project vicinity would include aircraft or aviation noise sources and traffic noise sources due to project-related increased traffic volumes. The proposed project is expected to generate 226 additional daily trips to the surrounding roadways. This number of additional trips would not cause a significant increase in traffic noise to off-site receptors. Long term noise increase due to project related increased traffic volumes would be less-than-significant impact. The project would locate new facilities closer to noise sensitive receptors than current conditions. Parking lot and hangar facilities would be located within approximately 140 feet of existing residential land uses bordering Marsh Drive to the west. At this distance, noise levels from typical parking lot. activities would riot create a perceptible permanent increase in ambient noise levels for these sensitive receptors.In addition, the new facilities would aid in decreasing some of the aircraft related noise by acting as a sound barrier between the residential land uses bordering Marsh Drive and the aircraft runway and hangar activity noise sources.Buildings that block the line of sight between a noise source and a receiver can reduce noise levels by as much as 15 dBA. Therefore,noise from parking lot and aircraft-related activities at the hangars would result in a less-than-significant impact on noise sensitive receptors in the project vicinity. 32 Contra Costa County,2000.Contra Costa County Airport Land Use Compatibility Plan.December. P 4'C[.n7nI�YRODI�CTSvsMNnlfvu��,rau5c7KcAlintlOc 1 1 1�n^_an7) 49 LSA ASSOCIATES, INC. CCR HANGARS i LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2047 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION b) Exposure ofpersons to or generation of excessive ground borne vibration or ground borne noise levels?(Potentially Significant Unless Mitigation:Incorporated) Demolition and construction activities associated with development of the proposed project could temporarily expose persons in the project vicinity to groundborne vibration or groundbome noise. levels. However,the County considerers this short-term impact to be less than significant if each of the noise-reducing measure, described below, is implemented. Implementation of the following mitigation measure would reduce the project's temporary construction-period noise impact to a less-than- significant level: Mitigation Measure NOI-2: All project construction contractors shall comply with the following noise reduction measures: • General construction noise shall be limited to weekdays from 7:00 a.m.to 6:00 p.m; however; construction activities may occur between the hours of 8:00-'a.m to 5:00 p.m. on weekends and federal and State holidays with the written authorization from the Director of Airports and/or once a particular structure is fully enclosed; • Pile driving(if required) and any other similarly loud activities shall be limited to weekdays from 8:00 a.m. to 5:00 p.m.; • . During all project site excavation and on-site grading;the construction contractor shall equip all construction equipment, fixed or mobile,with properly operating and maintained mufflers consistent with manufacturers' standards; • The construction contractor shall place all stationary construction equipment so that emitted noise is directed away from sensitive receptors nearest the project site; and • The construction contractor shall locate equipment staging in areas that will create the greatest possible distance between construction-related noise sources and noise-sensitive receptors nearest the project site during all project construction. c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project?(Less-Than-Significant Impact) The expected ambient noise increases associated with the proposed project are discussed in Sections XI.a and Xl.d. Development of the proposed project is not expected to result in a significant permanent increase in ambient noise levels in the project vicinity. d) A substantial temporary or periodic increase in.arnbient noise levels in the project vicinity above levels existing without the project? (Potentially Sigizifrcant Unless Mitigation Incorporated) Project-related construction activities could result in high intennittent noise at adjacent land uses. This noise would result from the temporary use of earth-moving and construction equipment during the project construction period. Implementation of Mitigation Measure NOI-2 would reduce this impact to a less-than-significant level. Single event noise; such as an aircraft flyover or an aircraft engine run-up;would occur periodically throughout the day on the project site. These noise sources can be measured using the single event P rrro7ni Rornu rsesMNrnr flim ISCr A fn.da n n:rou 50 LSA ASSOCIATES, INC. CCA HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION noise exposure level(SENEL)scale,which measures the sound intensity of a single event. The Buchanan Field Airport Part 150 Study 33 shows example SENEL values calculated for the past year at monitoring locations adjacent to the project site. The results show that the majority of the SENEL values over 65 dBA occurred between the hours of 7:00 a.m. and 11:00 a.m.,which coincides with typical peak hotirs for ambient peak community noise levels(i.e.,traffic,landscape equipment and delivery trucks). Airport planning efforts are currently evaluating options to reduce airport related noise to the extent feasible;however,project related noise would not create a substantial temporary or periodic increase in ambient noise levels in the project vicinity above existing levels without the project. e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use ail port, would the project expose people residing or working in the project area to excessive noise levels?(Potentially Significant Unless Mitigation Incorporated) As discussed in Sections XI.a and XIA, above,with implementation of Mitigation Measures N0I-1, the project would not expose people residing or working in the area to excessive noise levels.With the implementation of the proposed project,noise levels would be within the regulatory guidelines of the various agencies goveming the project. J) Fora project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? (Potentially Significant Unless Mitigation Incorporated) As discussed in Section XI.e, above, significant noise exposure is not expected due to any aircraft and aviation related noise sources associated with the project. With implementation of Mitigation Measures N0I-1, the proposed project would not expose people living or working in the project area to excessive noise Ievels. Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact XII. POPULATION AND HOUSING.Would the project: a) Induce substantial population growth in an area, either directly(for example,by proposing new homes and , businesses)or indirectly(for example,through extension of roads or other infrastructure)? b) Displace substantial numbers of existing housing, ' necessitating the construction of replacement housing elsewhere? J3 Barnard Dun kelberg&Company,2007.FAR Part 150 Noise Study,Buchanan Field Airport. P`CCC0701\PRODLk-MSSMNDkFo )\Fiva]SCI=Mi.t.dW(11/?nnrV)7) 51 LSA ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No . Impact Incorporated Impact Impact c) Displace substantial numbers of people,necessitating the construction of replacement housing elsewhere? a) Induce substantial population growth in an area, either directly(for example, by proposing new hones and businesses) or indirectly(for example, through.extension of roads or other infra- structure)? (Less-Than-SignificantImpact) The proposed project would provide new office bungalows,hangar, and Airport administration uses on the project site.The proposed project would develop an underutilized portion of Airport property and new uses would largely serve.existing demand for such facilities at the Airport. The.' roposed project would not generate new homes or businesses and would not extend infrastructure beyond what is needed to serve the proposed project. As such,the proposed project would neither directly or indirectly induce population growth in the area. b) Displace substantial nun7bers of existing housing, necessitating the construction of replaceme�tt housing elsewhere? (A'o Impact) No housing exists within the project site. No displacement would occur from development of the proposed project, and no replacement.housing would be necessary. c) Displace substantial numbers ofpeople, necessitate ' tlae consbuction of replacement housing . elsewhere? (No Impact) See Section XII.b. Potentially Significant Potentially Unless Less Than Simificant Mitigation Significant No Impact . Incorporated Impact Impact XIII. PUBLIC SERVICES. a) Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities,need for new. or physically altered governmental facilities,the construction of which could cause significant environmental impacts,in order to maintain acceptable service ratios,response times or other-performance objectives for any of the public services: Fire protection? 0 a P',CCCo7nIIPRODIK7S!S-MI4D%k:=],F,=IIS]=Ui.%Ldm(I lnnrgX17) 52 LSA ASSOCIATES, INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STU DY/MITIGATED NEGATIVE DECLARATION Potentially significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact Police protection? Schools? ❑ ❑ ❑ Parks? ❑ ❑ ❑ Other public facilities? ❑ ❑ a) Would the project result in substantial adverse physical impacts associated with the provision of .new or physically altered governmental facilities, need for new or physically altered govern- menial facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or otherpe7formance objectivesfor any of the public services:Fire protection,police protection, schools,parks, other public facil- ities?(Less-Than-Signifcant Impact) Development of the proposed project would result in a small increase in demand for public services such as fire and police protection. These services are generally provided by the Contra Costa County Fire Protection District(CCCFPD) and the Contra Costa County Sherriff's Department,respectively. However,Airport staff may also fulfill some of these functions. The Contra Costa County Sherriff's Department Field Operations Bureau provides patrol, investiga- tion,and administrative and community services to the unincorporated areas of the County, including the project site. Muir Sherriff Station is located in Martinez at 1980 Muir Road, less than 2 miles west of the Airport. County General Plan Policy 7-59 establishes a maximum response time goal for priority 1 or 2 calls of five minutes 90 percent of the time within central business districts and urban and suburban areas within the County,including the Airport. The CCCFPD provides fire and life safety services within the central and northern portions of County,' including the project site. Station 6 is nearest to the Airport,located less than 2 miles to the southeast at 2210 Willow Pass Road. General Plan Policy 7-63 establishes a total response time (including dispatch plus running and set-up time)of five minutes 90 percent of the time within the central business districts and urban and suburban areas within the County,including the Airport. In addition to CCCFPD services, on-site fire response is provided by Aircraft Rescue and Fire Fighting (ARFF)response vehicles located directly north of the existing Airport administrative offices along Sally Ride Drive. Because the proposed project would not result in an increase in operational capacity or population, no significant increase in demand for police and fire protection services would be expected.Nor would school or park space be adversely affected.The project would not result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities or the need for new or physically altered governmental facilities. In addition, prior to issuance of individual P:(.'C(SI701�PRODIICfSVSMM�Fin'eRfnuBS('hecMJridoc(I II.sQ^00'T) 53 ...SA ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION building permits,the County Sherriff and CCCFPD would have the opportunity to review project design plans and provide input to ensure that the proposed project complies with site design safety standards. For all of these reasons, development of the proposed project would not result in substantial adverse physical impacts to.public services. Potentially Significant Potentially Unless Less Than Significant Mitigation. Significant No Impact Incorporated Impact Impact XIV.RECREATION. a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities.such that substantial physical deterioration of the facility would.occur or be accelerated? (No Impact) Because development of the proposed project is not expected to result in an increase in the local population,the proposed development would not increase demand for existing recreational facilities. In addition, the proposed project would:not involve the construction or expansion of recreational facilities. b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment?(No Impact) See Section XIV.a. P I(:C(T7iIPP.UDU:'fS'•JSMNDFuulFinll$QecV9istmc l l lnrtnOl� 54 LSA ASSOCIATES. INC. CCR HANGARS 1LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 1007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact XV. TRANSPORTATION/TRAFFIC.Would the project: . a) Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e.,result in a substantial increase in either the number of vehicle trips,the volume to capacity ratio on roads,or congestion at intersections)? b) Exceed,either individually or cumulatively,a level of service standard established by the county congestion management agency or designated roads or highways? c).Result in a change in air traffic patterns,including either B an increase in traffic levels or a change in location that results in substantial safety risks? d) Substantially increase hazards due to a design feature A (e.g.,sharp curves or dangerous intersections)or incompatible uses(e.g.,farm equipment)? e) Result in inadequate emergency access? f) Result in inadequate.parking capacity? g) Conflict with adopted polices,plans,or programs supporting alternative transportation(e.g.,bus turnouts, bicycle racks)? a) Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? (Less-Than- Signifzcant Impact) The project site is currently used for the storage of 31 airplanes.The proposed project would construct 43 airplane hangers and an administrative building of up to 20,000 square feet. Several of the airplane hangers would also include the development of attached office bungalows. These office bungalows would include attached two-car garages and serve the office needs of airplane hangar tenants. Office bungalows could include a bathroom/shower, flight planning room,media room,pilot lounge,office space and/or a rest area. The office bungalows would be associated with the airplane hangar and therefore, for.trip generation purposes office bungalows were not considered independent trip gener- ators. The administrative office building would be designed with up to 20,000 total square feet of space.This building would include a community meeting space, airport administration office space for up to 20 employees, storage space and airplane hangars. Trip generation estimates are included in Table 3 and were calculated based on the 7th Edition,ITE Trip Generation Handbook. P'�CL'(7:7n IPROUl:CfSUSMND'•FuukFinallSChxkhst.doc(11/3M_n07) 55 LSA ASSOCIATES, INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Table 3: Project Trip Generation Estimates Daily I AM Peak Hour I PM Peak Hour i Land Use Size I Rate Trips Rate In I Out Total Rate In Out Total Existing Use General Aviation' 31 based 1 5.0 1 155 0.41 7 TTI 3 0.52 8 8 ]6 aircraft I Proposed Use General Aviation' 43 based 5.0 215 0.41 9 9 18 0.52' 11 . 11 22 aircraft Office Space 2 20 employees 3.3 66 0.48 9 1 10 0.46 7 2 9 Total Project Tris 281 18 10 28 18 .13 31 Net New Project Trips 126 . 11 4 15 10 5 15 'Based on ITE Landuse Code 22 for General Aviation Airport '`Based on ITE Landuse Code 710 General Office Building Source:LSA Associates,Inc.,September 2007. The Contra Costa Transportation Authority Growth Management Program requires a detailed traffic impact analysis for projects that generate 100 or more peak hour trips. The proposed project would generate a net of 15 peak hour trips;therefore a detailed analysis is not required. The increase in trips associated with the proposed project would not represent a substantial increase in traffic to the roadways surrounding the project site. b) Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency or designated roads or highways? (Less-Than-Significant bttpact) The project would not result in a significant increase in traffic volumes and therefore would not exceed level of service standards established by the County. See Section Wa. c) Result in a change in air traffic patterns, including either an increase in traffic levels Or a change in location that results in substantial safer?risks? (Less-Than-Significant Impact) The proposed project would provide hangar and office space. A substantial increase-in air traffic is not anticipated and any increase in air traffic could be accommodated by the Airport.No adverse change in safety risks would be expected. d) Substantially increase hazards due to a design feature(e.g., sharp curves or dangerous intersections) or incompatible uses (e.g.,farm equipment)? (Less-Than-Significant Iinpact) Vehicular access to the project site would be provided by new driveways connecting to Center Avenue on the south and Sally Ride'Drive on the north. A private roadway would run the length of the western border of the site,parallel to Marsh Drive. This roadway would provide access to surface parking spaces located in front of the hangar areas. Project driveways have all been designed as standard full- access driveways. Parking on-site is generally in 90-degree stalls with two-way drive aisles.No dead- pv"C(?7r.t�r'R:JU!�1'S�ISMI+T�Fiut'•FimIIS:;nsklis.dx li li3�b'^'-IM'>I 56 LSA ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUC14ANAN FIELD AIRPORT DECEMBER 1007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION end parking aisles are proposed, and the planned circulation is adequate to accommodate the anticipated land uses. Therefore,the project would not increase hazards due to a design feature. e) Result in inadequate emergency access?(Less-Than-Significant Impact) Vehicular access to the project site would be provided by new driveways connecting to Center Avenue on the south and Sally Ride Drive on the north. These driveways would provide sufficient emergency access. Result in inadequate parking capacity? (Less-Than-Significant Impact) The proposed project would provide a total of 160 parking spaces. The project would provide 88 surface parking spaces along the perimeter of.the hangar area and 24 parking spaces within the two-car attached garages. The provided surface parking and garage parking would meet parking demand for the proposed hangars. A total of 48 surface parking spaces would be provided for the administration building. The Airport has historically required 1 parking space for each aircraft hangar and 1 space per 250 square feet of aviation oriented office space. The total building space associated with the proposed administration building would be 20,000 square feet. However,this space would include airplane hangars, storage space, a community meeting room and office space for up to 20 employees.As shown in Table 3, based on the number of employees that would work at the office,the office would not generate an extensive amount of traffic. The proposed 48 surface parking spaces would be adequate to meet the parking demand for the number of employees the office space would accommodate.Therefore,the proposed project would not result in inadequate parking capacity. g) Conflict with adopted polices,plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)?(Less-Than-SignifcantImpact) The nearest fixed rail alternative transportation to the site is provided by Bay Area Rapid Transit (BART),which has stations in both downtown Concord and North Concord,both of which are located about 4 miles from the Airport. Local public transportation in the Concord area is provided by County Connection,which pro-zdes fixed-route bus and paratransit service throughout the central Contra Costa communities of Clayton, Concord,Martinez, Pleasant Hill, Walnut Creek, Danville, San Ramon, Lafayette,Orinda, and Moraga, as well as unincorporated communities. The proposed project,which would not affect existing transit,pedestrian, or bike access, would not conflict with policies,plans,or other programs supporting alternative transportation. P:`CC(1)70 I IPRODUC.7SUSMND1F'vuAF I!S0.;4i.,k.(113012(07) 57 LSA ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact XVI. UTILITIES AND SERVICE SYSTEMS.Would the prof ect: a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? b) Require or result in the construction of new water or C3 13 wastewater treatment facilities or expansion of existing facilities,the construction ofwhich could cause significant environmental effects? c) Require or result in the construction of new storm water drainage facilities or expansion of existing facilities,the construction of which could cause significant environmental effects? d) Have sufficient water supplies available to serve the project from existing entitlements.and resources,or are new or expanded entitlements needed? e) Result in a determination by the wastewater treatment provider which serves or may.serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? f) Be served by a landfill with sufficient permitted capacity ® 0 to accommodate the project's solid waste disposal needs? g) Comply with federal, State,and local statutes and 0 regulations related to solid waste? a) Exceed wastewater treatment reguirements•of the applicable Regional Tfrater Quality Control Board? (Less-Thad-Significant Impact) The proposed project,would include the construction of hangar/office bungalows and an Airport administration building. Contra Costa County Sanitation District(CCCSD) owns and operates the Wastewater Treatment Plant(WWTP)in Martinez. The Treatment Plant has a wet weather design capacity of 240 million gallons per day(mad) and a dry weather design capacity of 55 mad. The averaae effluent discharae from the WWTP is currently limited to 53.8 mad by Water Board NPDES permits. The average daily dry weather flow in 2004(the most recent year information is available) was 39.9 mad. Wastewater conveyance to the WWTP would be served by existing main lines. Development of the proposed project would not generate significant amounts of wastewater, and small increases in wastewater generation could be accommodated by the existing capacity of the WWTP. P:SLC?1701NRODl>L'TSUSIAJDL vullFiu115C1eJ9i.t.Ex 111R.R2W7) 58 LSAASSOCIATES. INC. CCA HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT .DECEMBER 1007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION' Therefore, development of the proposed project would not exceed the wastewater treatment requirements of the Water Board. An existing 8-inch sanitary sewer line is located at the northern boundary of the site. The proposed project would properly abandon a section of this line and connect to the existing line with a reconfigured 8-inch line located beneath the parking areas at the northern section of the site. Existing sanitary sewer lines are anticipated to have sufficient capacity to accommodate the proposed project. b) Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? (Less-Than-Significant Impact) The project site is located in Contra Costa Water District's (CCWD)Treated Water Service Area. CCWD operates two water treatment plants within its water supply and distribution system: the Robert D. Bollman Water Treatment Plant and the Randall-Bold Water Treatment Plant(co-owned by the Diablo Water District). CCWD's overall daily treatment capacity is 100 mad. Development of the proposed project would not significantly increase water demand at the Airport.No new major water treatment facilities would be required to serve the proposed project. A 12-inch water line currently runs from approximately the southeastern section of the site to approximately the northwestern comer of the site. The Contra Costa Water District(CCWD)would properly abandon a section of this water line. An 8-inch water line is also located along the northern boundary of the site. CCWD would construct a new 12-inch water line beneath the private roadway at the western section of the site. This new water line would connect to the existing water lines beneath Taxiway E and at the northwest comer of the site. The project proponent would be responsible for financing of the modifications to the water distribution system serving the proposed project. Existing water lines are anticipated to have sufficient capacity to serve the proposed project. Please refer to Section XVI.a for a discussion of impacts to wastewater treatment facilities. c) Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? (Potentially Significant Unless Mitigation:Incorporated) Development of the proposed project would alter the existing drainage pattern on the site,requiring the construction of new storm drain facilities,which would in turn result in adverse environmental effects. However,implementation.of Mitigation Measures HYDRO-1 a,HYDRO 1b,HYDRO-2a and HYDRO-2b would reduce this impact to a less-than-significant level. Please refer to Section VIII.d for a detailed discussion of the proposed alteration of the existing drainage pattern and proposed storm . drainaae facilities. d) Have sufficient water supplies available to serve the project from existing entitlements and . resources, or are new or expanded entitlements needed? (Less-Than Significant Impact) The Contra Costa Water District(CCWD)`supplies water to the Airport. CCWD receives a maximum . delivery of 195,000 acre-feet per year from the Central Valley Project(CVP),with a reduction in deliveries during times of water shortages, such as drought years. CCWD does not anticipate any P'ILCCD7UI\PROOI ICI'S`JCMNI)\FbWIF..I1S,—n,-IJiM*.(11!30.^_007) 59 LSA ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION ' constraints to the provision of water for new development in the built-out portions of the County, including the Airport.34 e) Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the. provider's existing cornrnitrnents? (Less-Than-Sig nifcant Impact) Please see Section XVI.a. _0 Be served by a landfill with sufficient pernsitted capacity to accommodate the project's solid waste disposal needs? (Less-Than-Significant Impact) Franchised solid waste collection, disposal,and recycling services for the Airport are provided by Pleasant Hill Bayshore Disposal. Airport waste is hauled to any one of the three landfills located within the County or to.landfills located outside of the County. Solid waste generated by the proposed project would include construction and demolition waste due to the removal of existing structures and pavements. Operational waste would also be generated by the proposed project. However,the proposed project would not generate a significant amount of solid waste,such that the permitted capacity of any receiving landfills would be significantly adversely affected. Airport waste oil is collected and recycled by Clear Water.Businesses and individuals dispose of hazardous waste generated at their facilities to the nearest.solid waste facility that accepts such products. The proposed project would not increase Airport-wide hazardous waste generation or substantially reduce the capacity of receiving hazardous waste facilities. g) Comply with federal, State, and local statutes and regulations related to solid waste? (No Impact) The proposed project would comply with all federal, State, and local solid waste statutes and/or regulations related to solid waste. sa Contra Costa Water District,2007.Water Quality—The Source of Your Water.Website:wky.ccwater.com. P:�7CLr7r,�(PROD!�CISUSMND'JiwN4raIISChSlAis1 Erc.(IIPO'kO7) 60 LSA ASSOCIATES. INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 � � INI TIAL STUDY/MITIGATED NEGATIVE DECLARATION Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact XVII. MANDATORY FINDINGS OF SIGNIFICANCE. a) Does the project have the potential to degrade the quality of the environment,substantially reduce the habitat of a fish or wildlife species,cause a fish or wildlife population to drop below self-sustaining levels,threaten to eliminate a plant or animal community,reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of the major periods of California history or prehistory? b) Does the project have impacts that are individually limited,but cumulatively considerable? ("Cumulatively considerable"means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects,the effects.of other'current projects,and the effects of probable future projects.) c) Does the project have environmental effects which will cause substantial adverse effects on human beings,either directly or indirectly? a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of the major periods of California history or prehistory? (Potentially Significant Unless Mitigation Incorporated) Development of the proposed project could adversely affect wildlife habitats. However,implemen- tation of Mitigation Measures BI0-3 would ensure that potential impacts to burrowing owls are mitigated to a less-than-significant level.Mitigation Measures CULT-1 through CULT-3 would ensure that potential cultural resources within the project site are evaluated and protected, as appropriate. With mitigation,implementation of the proposed project would not: 1) degrade the quality of the environment; 2)substantially reduce the habitat of a fish or wildlife species; 3) cause a fish or wildlife population to drop below self-sustaining levels;4)threaten to eliminate a plant or animal community; 5) reduce the number or restrict the range of a rare or endangered plant or animal; or 6)eliminate important examples of the major periods of California history. P�CY..n7ni�PROD1 I(,'TSacMNDlFimr,Ftra]]SChcklLa.doc(i i/3(6^2007) 61 . LSA ASSOCIATES..INC. CCR HANGARS 1 LLC PROJECT AT BUCHANAN FIELD AIRPORT. DECEMBER 2007 INITIAL STL•DY/MITIGATED NEGATIVE DECLARATION b) Does the project have impacts that are individually limited, but cumulatively considerable? ("Curimlatively considerable"means that the incremental effects of a project are considerable when viewed in connection with the effects ofpast projects, the effects of other current.projects, and the effects ofprobable future projects.) (Less-Tlzaiz-Siaizifzcazzt Impact). Other planned and anticipated projects within the vicinity of the project site are included in Table 4. These foreseeable projects could be expected to result in minimal adverse environmental impacts, similar to the development of the proposed project. These impacts could include incremental increases in stormwater runoff, minor disturbances to wildlife, and other effects typical of projects undertaken in already-developed areas. With the mitigation measures recommended in this report,the impacts of the proposed project are individually limited and not cumulatively considerable in the context of impacts associated with other pending or planned projects. Development of the proposed project and other projects on Airport property would result in additional aviation and non-aviation-related development, consistent with existing uses at the Airport. All environmental impacts that could occur as a result of the proposed project would be reduced to a less-than-significant level through implementation of the mitigation measures recommended in this IS/MND. Table 4: Planned and Proposed Development NA'ith.in the Airport Vicinity Applicant/ j Project TitleAcres Location Proposed Use Concord Jet 5.5 West side,north of Airport offices Hangar and office space f Seecon 2.03 West side,south of Apex Aviation Corporate hangar and.office space DHI 0.9 west side,_north of Sally Ride Drive and Corporate hangar and office space west of Apex Aviation CCR 11.0 I North side,west of Walnut Creek Channel Mixed-use hangar area;with office complex Hangars.LLC Sterling East side Redevelopment of existing fixed base Aviation 5.4 operations,new office.space,restaurant and ; parking garage. ; I East RampI 4.6 East ramp 5 existing rows of tie-downs to hangars to Project I be converted to box and t-hangars Source: Lee,Beth,2007.Airport Business and Development Manager,Buchanan Field Airport.August 23. c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? (Poteniiall}I Sigrzifzcalzt Uizless Mitigation In coz poz•ated) Development of the proposed project could expose construction workers and the public to soils that have been contaminated by historical land uses on the project site. However, implementation of Mitigation Measures HAZ-1,HAZ-2a, and HAZ-2b would reduce this hazard to human health to a less-than-significant level. F%CL'.oi7nikP;:DDLICTgJS-M!.M)V-rml.Fm:l1SCIx klia.ua(I;nn^007)• 62 LSA ASSOCIATES. INC. CCR HANGARS I LLC PROJECT AT 13UCHAMAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION REPORT PREPARATION A. REPORT PREPARERS LSA Associates,Inc. 2215 Fifth Street Berkeley, CA 94710 David Clore,Principal-in-Charge Theresa Bravo,Project Planner Amy Fischer, Senior Planner Patty Linder,Graphics and Production Jennifer Moms,Word Processing 157 Park Place Pt. Richmond,CA 94801 Steve Granholm,Principal Matt Ricketts, Wildlife Biologist Balance Hydrologics,Inc. 841 Folger Avenue Berkeley,CA 94710 Edward Ballman,P.E.,Principal Annette Cayot,M.S.,Engineer/Hydrologist B. REFERENCES Association of Bay Area Governments (ABAG), 1995.Hazard Map Dam Failure Inundation Areas, Concord, CA. Barnard Dunkelberg&Company, 2007. FAR Part 150 Noise Study,Buchanan Field Airport. Bay Area Air Quality Management District, 1999. BAAQMD CEQA Guidelines. BelIecci&Associates,2007.Hydrology Study for Aviation Development Group Project at Buchanan Field Airport.August 31. California Department of Conservation,2002.Division of sand Resource Protection. Contra Costa County Williamson Act Lands 2002. March 6. California Department of Conservation,2005.Division of Land Resource Protection. Important Farmland Map for Contra Costa County. September. California Department of Transportation,2007. Califomia Scenic Highway Program. Website: www.dot.ca.eov/bq/LandArch/scenic/schwv.html. July. P.ICCCT.701.PRDDUCfSMSMM)\FhoNFimllSCh=Uindoc(l l AO/2M7I 63 LSA ASSOCIATES. INC. CCP. HANGARS ILLC PROJECT AT BUCHANAN FIELD AIRPORT DECEMBER 2007 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION California Natural Diversity Database (CNDDB), 2007. Special-status Species Occurrences from the Walnut Creek 7.5-minute USGS quadrangle.Wildlife and Habitat Data Analysis Branch, California Department of Fish and Game, Sacramento. Contra Costa Clean Water Program, 2006, Stormwater C.3 Guidebook, 3rd Ed., October 2006. Contra Costa County Airports, 2007. Mowing Methods Revisited. The Diablo Aviator 5(2):3. Contra Costa County, 1996. Contra Costa County General Plan, 1995—2010. July. Contra Costa County, 2000. Contra Costa Count}.,Airport Land Use Compatibility Plan. December. Contra Costa Water District,2007. Water Quality—The Source of Your Water. Website: ,Am,w.ccwater.com. Environmental Resources Management, 2007.Phase I E71147-onnYental Site Assessment, Buchanan Field Airpor-t, Sally Ride Drive and Marsh Drive, Concord, CA. July 13. Federal Emergency Management Agency(FEMA), 2001. Flood Insurance Rate Map Community- Panel No. 0600250285C, September 7, 2001. Federal Emergency Management Agency, 2001. Flood Insurance Study,City of Concord, California, revised September 7,2001. Hodges& Shutt,.1993.'Drainage and Flood Control Study, Buchanan Field Airport.January 28. Lee, Beth, 2007. Airport Business and Development Manager, Contra Costa County Airports. September 4. Magoon,O.T., 1962. The tsunami of May 1960 as it affected Northern California,ASCE Hydraulics Division Conference,Davis, California. Magoon,O.T., 1966. Structural Damage by Tsunamis,Proceedings;ASCE Specialty Conference on Coastal Engineering,Santa Barbara (Califomia),Oct. 1965, 35-68. National Oceanic and Atmospheric Administration,2007. Website: tidesandcurrents.noaa.aov. Port Chicago,CA, Station ID: 9415144 Bench Mark Sheets. Stevens,Ferrone&Bailey Engineering Company, Inc., 2007. Geotechnical Investigatioi2 Executive/Corporate Hangars. Buchanan Field.Airport,Concord, CA. July 3. U.S. Department of Ab iculture,2007. Natural Resource Conservation Services, Web Soil Survey. Website: websoilsurvey.nres.usda.Qov. Zarn,M., 1974. Burrowing owl(Speotyto cunicularia hipugaea).'Habitat management series for unique or endangered species, Report No. 11, T-N-250,Bureau of Land Management,Denver, Colorado. PACCC070 d.(11130.^1X17) 64 MITIGATION MONITORING AND REPORTING PROGRAM This Mitigation Monitoring and Reporting Program(NUVIRP)was formulated based on the findings of the Initial Study/Mitigated Negative Declaration(IS/MND)prepared for the CCR Hangars I LLC Project at Buchanan Field Airport.This MMRP is in compliance with Section 15047 of the CLOA Guidelines,which requires that the Lead Agency"adopt a program for monitoring or reporting on the revisions which it has required in the project and the measures it bas imposed to.mitigate or avoid significant environmental effects."Tile MM-RP lists mitigation measures recommended in the IS/NC\TD and identifies mitigation monitoring requirements. These requirements.are provided only for mitigation measures that would.reduce or avoid significant impacts of the proposed project. Table 1 presents the mitigation measures identified for the proposed project. Each mitigation measure is numbered according to the topical section to which it pertains in the ISIMND..As an example, Mitigation Measure AIR-1 is the first mitigation measure identified in the ISUND. The column entitled"Mitigation Responsibility"identifies the party responsible for carrying out the required actions.The columns entitled"Monitoring/Reporting Agency and"Monitoring Schedule" identify the party ultimately responsible for ensuring that the mitigation measure is implemented and the approximate timeframe for the oversight agency to ensure implementation of the mitigation measure.The column entitled"Verification of Compliance"will be used by the lead agency to document the person who verified the implementation of the mitigation measure and the date on which this verification occurred. 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O w .O w .O u O y O- i Ort V V O d h Z,rL '� .� w .y� :� .�• p�1 7 w f I O _� _x i�• _� � ._ a Cd ,o �,, z • x � xzx � xzx �� EXHIBIT G FORM OF SET-ASIDE LETTER EH11 T Date Contra Costa County Director of Airports 550 Sally Ride Drive Concord, CA 94520 RE: Set-Aside Letter For value received, the undersigned lender ("Lender") hereby agrees that the amount of $ ("Set Aside Funds") is irrevocably committed and set aside by us to secure the prompt and faithful performance of Buchanan Hangars, LLC for the construction of physical improvements and facilities as described in the Lease between Contra Costa County ("Beneficiary")and Buchanan Hangars, LLC ("Borrower) effective , 2008 (the "Project") located at Buchanan Airport in Concord, California. Lender further agrees that as work progresses on the Project, the amount set aside from the loan may be released to. the Borrower to pay the actual cost of the construction of the Project (both hard and soft costs and including payment to those persons or entities supplying labor, services, materials and equipment for the Project) and for no other purpose; however, that said reduction shall not be made until Lender receives copies of relevant invoices and releases, and Lender is satisfied in its discretion that the work to be paid by the amount of the reduction requested has been performed. Provided further that in no event will the remaining amount set aside be less than the cost to complete.construction of the Project. Lender agrees that the Set-Aside Funds are for the benefit of Beneficiary in connection with the aforementioned Lease between Beneficiary and Borrower dated In the :event Borrower fails to complete and pay for the Project as required by the Lease, Lender agrees to pay all remaining unadvanced Set-Aside Funds to Beneficiary to complete and/or pay for the cost of the Project within ten (10) calendar days following receipt of a written notice from Beneficiary that Borrower has defaulted in performance of the terms and conditions of the Lease and Beneficiary shall not in any way be obligated to repay said funds to.Lender. Lender hereby agrees that no change, extension of time, alteration or addition to the work to be performed on the Project shall in any way affect Lender's obligations under this Set-Aside Letter and Lender waives notice of any such change, extension of time, alteration or addition on the understanding thatit will not increase the amount of Lender's obligation under this Set-Aside Letter. Any notices pursuant to this Set-Aside Letter shall be given by certified mail, return receipt requested, to the Lender at the following address, and to Beneficiary at the address shown herein: Lender: 1T\Airpurt\Buchanan Hangars,LLC\Set Aside Letter FINAL.DOC Subject to execution by Borrower.and Lender below, this is an irrevocable commitment of funds which is not subject to recall by Lender. , a banking corporation By: Its: The Borrower hereby acknowledges, accepts and agrees with the foregoing conditions: Buchanan Hangars LLC, a Colorado limited liability.company By:. Buchanan Hangars Investors LLC, a Colorado limited liability company Its: Manager By: Michael E. Dunn, Its Managing Member Date: H:\Aiiport\Buchanan Hangars,LLC\set Aside Letter HNAL.DOC EXHIBIT H PHASE II ENVIRONMENTAL REPORT See attached I S8 665 6.doc PHASE II - ENVIRONMENTAL SITE ASSESSMENT BUCHANAN FIELD AIRPORT SALLY RIDE DRIVE AND MARSH DRIVE AT SOUTHWEST PORTION OF AIRPORT CONCORD, CALIFORNIA FOR Mr. Brad Henderson CCR Hangers I, LLC Project No. 03-360/7372-01 March 6, 2008 Purcell,Rhoades&Associates Purcell, Rhoades & Associates, Inc.. Geotechnical, Environmental, &Materials Testing 1041 Hook Avenue Tel(925)932-1177 Pleasant Hill,CA 94523 Fax (925) 932-2795 No. 03-36017372-01 March 6, 2008 Mr. Brad Henderson CCR Hangars I, LLC 5677 County Road 106 Elbert, CO 80106 Subject: PHASE 11 ENVIRONMENTAL SITE ASSESSMENT Buchanan Field Airport Sally Ride Drive and Marsh Drive-at SW Portion of Airport Concord, California Dear Mr. Henderson: Purcell, Rhoades and Associates (PRA) is pleased to present the results of this Phase 11 Environmental Site Assessment (ESA) performed at the subject site. This Phase II ESA was performed in general conformance with the scope of work presented in our Proposals PP2681,dated August 8,2007(revised November 1,2007), and PP 2721, dated November 26, 2007 (revised December 7, 2007). The property consists of approximately 13.97 acres of airport property owned by the County of Contra Costa. This property includes three main buildings,including the Mount Diablo Pilot's Association clubhouse structure located at 200 Sally Ride Drive, the Metal Air Flight Services building at 180 Buchanan Field Road and the Concord Flying Club building at 266 Buchanan Field Road. The remaining portions of the site consist of an open field (represents most of the western portion of site) or are paved with concrete and asphalt. Several environmental concerns were identified by the author of the site Phase I ESA (ERM.S, 2007) that required further assessment prior to site development. These included a former military refueling pit/revetment located behind the Mount Diablo Pilot Association's clubhouse that was reportedly connected by piping to a former offsite Underground Fuel Storage Tank(UST), a UST previously removed from the Mount Diablo Pilot Association's clubhouse property,oil staining on the asphalt floors under airplanes and next to oil cans,possible use of pesticides in the open field located along the west side of the site,potential asbestos and lead containing building materials in the existing buildings and possible leakage of toxic material that may have been placed in the septic tank at the Concord Flying Club building. SCOPE OF SERVICES Our scope of work for this.Phase 11 ESA consistedof the following tasks: Consult with Buchanan Airport officials to obtain and review any available information documenting the location of the former on-site or associated off-site USTs and on-site aviation piping identified in the referenced report. Hayward San Luis Obispo Pleasant Hill No. 03-360/7372-01 March 6, 2008 Page 2 • Prepare a site specific Health and Safety (H&S) Plan. • Perform site evaluation to locate reported underground piping using high powered, multi-frequency Radio Detection transmitter/receiver or ground penetration radar. Also, perform site evaluation with electronic survey equipment to locate any potential buried structures around MDPA building. • Drill. and log up to 15 exploratory borings to depths of up to approximately 20 feet to obtain representative soil and groundwater samples for laboratory analysis and to observe subsurface conditions. Five hand-augered soil samples would be obtained at the reported oil stained floor surfaces. A Geoprobe type drill rig was used to perform the subsurface exploration. Four baseline borings were advanced near the property corners for indications of off-site environmental impact to the subject site. The baseline borings would also assist in evaluating possible sources of any contamination found in the site specific borings. Samples were labeled with the project name, time and date, placed in a sealed bag and stored on ice in a cooler for subsequent transport under chain-of-custody protocol to McCampbell Analytical, Inc., a California Department of Health Services (DHS) certified hazardous waste laboratory. • Select soil and groundwater samples were analyzed for the following constituents: TPH gas, diesel, and kerosene using EPA Method 8015 MTBE/BTEX using EPA Method 8260 Oil and grease using EPA Method 5520 Chlorinated Solvents using EPA Method 8260 CAM 17 Metals using EPA Method 6010/6020 • Deliver groundwater samples. under chain-of-custody procedures to a State-certified analytical laboratory to be analyzed for the following constituents: TPH gas, diesel, and kerosene using EPA Method 8015 MTBE/BTEX using EPA Method 8260 Chlorinated Solvents using EPA Method 5520 CAM 17 Metals using EPA Method 6010/6020 Pesticides Because the referenced Phase I ESA indicated that the subject site may have been used for agriculture purposes, chlorinated pesticides may have been applied to control insects. Contra Costa County Hazardous Materials Department(CCCHMD)provides guidelines for sampling and testing former farmland for chlorinated pesticides, arsenic and lead in the Cities of Oakley and Brentwood but not in County jurisdiction (personnel communication, Ms. Dena Hutchins CCCHMD). Our sampling and laboratory testing generally followed their guidelines with sampling limited to the approximately 7 acres of field area. Seven soil samples were analyzed for the presence of organochlorine pesticides (including DDT), arsenic and lead. Purcell,Rhoades &Associates No. 03-360/7372-01 March 6, 2008 Page 3 Asbestos and Lead Containing Building Materials The referenced Phase I ESA report stated that due to the age of the existing site buildings, both asbestos and lead containing building materials may have been used during construction of the existing structures. PRA subcontracted with Environmental Resource Group, Inc.(ERG),of Mill Valley to perform the asbestos and lead surveys for the site buildings. The environmental hazards that the surveys addressed were Asbestos- Containing Building Materials (ACM's) and Lead Paint. The Scope of Work was as follows: 1. Identify by visual inspection, suspect ACM's such as: wall and ceiling materials, duct.wrap, and pipe wrap; resilient floor coverings,thermal system insulation (TSI); and any other suspect areas containing ACM's. 2. Collect bulk samples of suspect building materials that have a potential for containing asbestos from homogeneous areas,using a random,non-destructive sampling plan,which complies with Federal and State regulatory agencies. 3. Assess the physical condition of each potential ACM. 4. Provided a written report of the surveyed buildings which contains the following: Description of surveyed building(s); . Description of laboratory testing and results of ACM testing; Description of locations, quantities and conditions of identified ACM's; Recommendations based on visual inspections and laboratory test results. STUDY Buchanan Airport Records Review, Electronic Surveying& Consultation Prior to initiation of the subsurface exploration, a representative of this office consulted with Ms.Julie Conti of the Real Estate Division of Buchanan Airfield to attempt to locate any additional 'information or records regarding the historical construction of underground fueling equipment such as USTs, piping and the refueling pWrevetment and the removal of the UST from behind the MDPA building. Although no information was available regarding refueling equipment or the removal of the UST from behind the MDPA building, a map prepared by the military was located and provided to us for our review. This map provided the location of the storm drain system installed by the military that is currently still in use. Shown on this plan is the catch basin located immediately behind the MDPA building, the buried piping that discharges to the north, parallel to the rear of the structure and into a buried manhole located near the northeast corner of the structure. The pipe is then shown running to the west and.discharging into the field on the west side of the existing asphalt parking lot;however,at some point.in time,this pipe was connected to the Airfields storm'drain system as it apparently no longer discharges into the field. The location of the storm drain system was confirmed by electronic surveying performed by ForeSite as a part of this study. As mentioned, an electronic survey of portions of the site was performed to locate buried refueling equipment and a UST. Although the UST had been reportedly removed from the site, some of the MDPA club members Purcell,Rhoades&Associates No. 03-360/7372-01 March 6, 2008 Page 4 of the MDPA reported that the UST had not been removed and others had reported that there may have been a 30,000 gallon UST remaining at the site. It had also been reported that about 500 gallons of gasoline from the UST removed behind the MDPA building had been discharged into a drywell located behind the MDPA building. Based on these reports,we retained the services of ForeSite,a consultant that specializes in locating buried structures using various types of remote sensing equipment. His scope of work included scans of the entire rear area of the MDPA building to search for indications of the 500 gallon and 30,000 gallon USTs,buried refueling lines and storm drain lines(the storm drain line search continued to the west(front)of the building and into the open field where the storm drain line had originally discharged for the purpose of locating a boring at . that position for soil and groundwater sampling). ForeSite also found indications of a buried concrete structure running east to west behind the MDPA building as well as wiring that provided power to the pump island used to pump fuel from the 500 gallon UST. A copy of the ForeSite report is included in Appendix A. Boring Locations Borings B-1 and B-2 were located along the underground fuel lines that run from the north end of the property to the refueling pit/revetment located behind the MDPA building. The location,depth to the pipes and alignment of these buried fuel lines was performed by ForeSite using electronic remote sensing equipment. Only soil samples were obtained in these two borings. Borings B-3, B-4 and B-5 were also located behind the MDPA building. The locations of these borings were based on the findings of the project Phase I ESA and information regarding other potential Underground Fuel Storage tanks(UST) that was provided to us by MDPA members. Boring B-6 was located adjacent to the refueling pit/revetment. An archived military site pian provided to our office during preparation of this report provided data regarding the location of the existing, buried storm drain pipe adjacent to the.MDPA building. Environmental Drilling and Soil Sampling The borings were advanced using a truck mounted Geoprobe. Soil samples were collected using a 2-inch I.D. sampler driven 48 inches by a vibrating hydraulic ram. Soil removed from the top 42 inches of the plastic sample tube and the end cone were used for visual logging purposes and disposed. Soil from the bottom 6 inches of plastic tube was saved for laboratory analysis. Soil samples from each sampling interval were lithologically described by a PRA geologist in accordance with the Unified Soil Classification System. Grab groundwater samples were.obtained using disposable bailers with the water placed in clean 1 liter amber bottles and VOAs. The soil and groundwater samples were.visually observed in the field. The plastic tubes used to collect the soil samples were sealed using plastic end caps. The soil samples were labeled with the project name, time and date, placed in a bag and stored on ice for subsequent transport under chain-of-custody protocol to McCampbell Analytical, Inc. The groundwater samples were labeled with the project name,time and date and stored on ice for subsequent transport under chain-of-custody protocol to a California DHS certified hazardous waste laboratory. All drilling activities were supervised by PRA's geologist. The soil borings were backfilled with portland cement. All sampling equipment was thoroughly.scrubbed with an Alconox solution and rinsed with distilled water prior to beginning of sampling and between all samplings. A detailed PRA's Soil Sampling Protocol is presented in Appendix B. Purcell,Rhoades &Associates No. 03-36017372-01 March 6, 2008 Page 5 Mapping by ForeSite indicated that the storm drain catch basin located behind MDPA discharged into a pipe that ran to stormdrain manhole at the. northeast corner of their building. From the manhole, the stormdrain turned to the west and discharged near the location of Boring B-12. Therefore, we placed Boring B-10 at the manhole and B-12 at the discharge point to obtain soil and groundwater samples for laboratory testing. Borings B-7, B-8 and B-9 were located under the graveled and paved areas behind the MDPA building. Borings B-11, B-13 and B-15 were drilled at the corners of the property for soil and groundwater baseline data (Boring B-8 was also used for obtaining baseline data). Boring B-14 was drilled adjacent to the former septic tank location at the Concord Flying Club (CFC) hangar. Results of the Analysis The presentation of the laboratory test results in the text of this report is limited to the chemical constituents where positive test results occurred. ND (non-detect) is also presented as necessary. The results of all of the laboratory analyses performed by McCampbell Analytical are contained in Appendix B. Sample numbers with an S such as B1-S1 indicate soil samples and samples numbers with a W indicate water samples. Table I, below, presents the results for TPH as gasoline, diesel and kerosene. The test results for Petroleum Oil and Grease are also presented. TABLE LABORATORY TEST RESULTS TPH as Gasoline, Diesel & Kerosene Petroleum Oil & Grease Sample TPH(gas) TPH(diesel) TPH(k) Oil & Grease (ppm)* (ppm) (ppm) (ppm) B1-S1 ND 2.9 3.6 ND B2-S1 ND 1.0 1.0 ND B2-S2 ND 2.1 2.5 ND B4-S2 210 8.6 19 64 B4-W1-W4 1600* 66* 80* ND B7-S1 ND 5.1 4.3 69 B8-S1 ND 2.5 3.2 ND 810-52 1000 1500 2300 .ND B10-W1-W4 410* 260* 420* ND B11-W1-W4 ND 60* 150* - B12-S2 ND 1.5 1.8 B12-W 1-W4 ND 80* 71* ND B13-S1 ND 1.7 3.2 - Purcell,Rhoades&Associates No. 03-360/7372-01 March 6, 2008 Page 6 B14-S1 ND ND ND - B14-S2 ND ND ND - B14-W144 ND ND ND - *water samples are presented in parts per billion. We have compared these test results with the San Francisco Regional Water Quality Control Board's Tables A and B Environmental Screening Levels (ESLs) for commercial and industrial sites for soils less than three meters in depth and where potentially contaminated groundwater is a current or potential drinking water resource (Table I-ESL A) and where groundwater is not a current or potential source of drinking water(Table 1-ESL B). TABLE I-ESL A ENVIRONMENTAL SCREENING LEVELS* GW is a Current or Potential Source of Drinking Water Soil/Groundwater TPHgas TPHd&k Oil & Grease (ppm)/(ppb) Soil 83 83 2500 Groundwater 100 100 100 *SF Bay RWQCB, Table A, November 2007. TABLE 1-ESL B ENVIRONMENTAL SCREENING LEVELS* GW Not Current or Potential Source of Drinking Water Soil/Groundwater TPHgas TPHd&k Oil & Grease (ppm)/(ppb) Soil 450 150 2500 Groundwater 5000 2500 2500 *SF Bay RWQCB, Table B, November 2007. Volatile Organics The second set of laboratory tests was for Volatile Organics using EPA Test Method SW8260B. For the soil samples,all samples had Non-Detect levels of the Volatile Organic chemicals tested for except for Sample B47 S2, where ethyibenzene was detected at a concentration of 0.012 part per million. For the water samples, all samples had Non-Detect levels of the Volatile Organic chemicals tested except for Sample B4-W 1-W4,where Purcell,Rhoades&Associates No. 03-360/7372-01 March 6, 2008 Page 7 the following chemicals were detected: Acetone 20 parts per billion (ppb); ethylbenzene - 5.2 ppb; isopropylbenzene - 1.9 ppb; naphthalene - 0.74 ppb; and, n-Propyl benzene - 3.1 ppb. CAM 17 Metals Both soil and groundwater samples were tested for CAM 17 metals. Tables IIA and IIB present the test results for the groundwater and soil samples, respectively, with the ESLs for the metals presented in Table II-ESL A and Table II-ESL B which immediately follow Table IIA and IIB. TABLE IIA Laboratory Test Results- CAM 17 Metals Groundwater Samples* Sample 0 Sb As Ba Be. Cd Cr Co Cu Pb Hg Mo Ni Se AS Tl V Zn B3-W1- NO 12 490 NO 0.42 40 18 15 11 0.033 7.0 54 0.72 NO NO 57 49 W4 B4-W 1- NO 8.4 590 NO 0.55 41 14 16 16 0.023 2-4 51 'ND ND ND 56 60 W4 B5-W1- NO 7.2 600 ND 0.36 35 12 16 10 0.021 2.8 42 ND ND ND 49 48 W4 B6-W1- NO 8.4 460 NO 0.52 32 17 14 8.3 0.028 18 49 0.62 0.38 NO 52 41 W4 B7-W1- NO 21 980 0.77 1.3 68 46 35 22 0.061 28 130 1.4 0.25 ND 130 110 W4 B8-W1- NO 54 4200 3.2 •4.3 410 100 230 120 0.40 5.5' 680 4.8 0.66 1.7 370 560 W4 B-9W 1- 0.55 11 700 NO 0.49 74 20 30 12 0.074 35 91 0.74 0.44 ND 79 71 tigr4 B-10W1 1.4 13 650 0.56 1.2 56 30 27 28 0.039 17 84 1.0 NO NO 86 78 W4 611-W1- 0.50 17 580 D.58 0.68 70 23 25 14 0.040 57 93 0.85 ND NO 90 78 W4 B-12-W 1- NO 64 1400 1.6 2.0 170 63 76 51 0.13 31 290 1.4 0.24 0.63 200 250 W4 B-13-W1- ND 85 1400 1.0 1.4 100 52 57 31 0.15 24 180 2.0 NO 0.52 160 160 W4 B-14-W1- NO 18 610 0.63 1.9 69 23 62 17 0.13 23 89 1.3 0.22 ND 94 97 W4 B15-W1- NO 100 7200 45 630 350 1800 210 6.3 37 1300 10 4.9 3.3 640 1000 W4 *Groundwater sample test results are presented in ppb. Purcell, Rhoades& Associates No. 03-360/7372-01 March 6, 2008 Page 8 TABLE IIB Laboratory Test Results- CAM 17 Metals Soil Samples** Sample Sb Ar Ba Be Cd Cr Co Cu Pb Hg Mo Ni Se As TI V Zn 131-S1 NO 4.1 100 NO NO 28 6.2 7.4 4.6 NO NO 24 NO NO NO 36 26 62-51 NO 8.1 150 NO 0.29 50 14 31 12 D.07 NO 66 NO NO NO 83 56 132-S2 NO 3.9 150 NO NO 28' 7.6 9.4 6.2 NO NO 28 NO ND NO 38 33 B3-S1 NO 4.2 150 NO NO 32 7.3 11 5.9 ND NO 30 NO NO NO 38 33 B3-S2 NO 3.3 81 NO ND 16. 6.5 4.7 3.6 NO ND 17 NO NO ND 26 18 B4-S1 0.51 6.6 170 NO 0.93 43 9.5 25 52 D.07 NO 46 NO NO NO 57 85 64-S2 NO 15 140 NO 0.32 21 9.9 7.6 5.7 NO 29 24 NO ND ND 37 23 B5-S1 ND 4.6 140 NO NO 30 7.7 9.5 6.0 NO NO 27 NO NO NO 37 31 B5-S2 NO 4.8 160 NO NO 35 7.8 13 6.2 NO NO 33 \ND ND ND 40 38 B6-S1 NO 4.8 160 NO 0.26 37 7.4 13 1D . ND ND 35 ND NO ND 43 38 86-S2 NO 4.1 180 NO NO 41 7.9 14 5.7 NO NO 40 NO NO NO 43 38 87-51 NO 3.2 110 0.55 NO 17. 7.6 11 4.3 NO NO 15 NO NO NO 61 42 67-S2 NO 4.1 120 NO NO 24 7.2 8.0 4.7 NO 0-52 25 NO NO NO 35 25 138-St NO 2-1 59 NO ND 16. 8.1 9.0 4.D ND NO 13 NO ND NO 58 40 68-S2 NO 4.1 120 NO NO 23 6.6 7.4 4.1 NO NO 22 ND NO NO 33 24 B9-S1 ND 4.5 160 NO NO 36; 7.6 12 7.4 ND NO 34 NO NO NO 42 35 139-S2 NO 2.7 110 NO NO 20' 4.4 5.7 3.4 NO NO 18 NO NO NO 28 19 310-51 ND 3.8 130 ND ND 29' 8.0 7.9 5.3 NO ND 25 NO NO NO 42 29 B10-52 NO 2.0 91 NO ND 17 6.6 5.7 3.7 NO 1.1 18 NO NO NO 28 20 1311-51 NO 4.9 190 NO NO 46. 11 22 8.2 NO NO 50 NO ND NO 59' 47 511-52 NO 3.5 130 NO NO 20' 7.2 7.0 4.0 ND 0-53 21 ND NO NO 32 22 512-51 NO 6.5 190 0.50 0.26 46 9.6. 17 9.7 ND ND 44 NO ND ND 52 47 612-S2 NO 3-7 140 ND NO 29 6.0 11 4.9 NO NO 28 NO NO NO 36 30 B13-S1 ND 6.2 120 NO NO 29. 6-2 10 6.0 NO NO 27 NO NO NO 36 32 1313-52 ND 3.9 170 NO NO 37 7.4 13 5.6 NO NO 34 ND NO NO 40 36 1314-51 NO 4.5 150 NO NO 32 7.0 11 5.4 NO NO 31 NO ND NO 39 32 B14-S2 NO 4.8 190 NO 0.26 43 8.0 16 6.4 NO NO 40 ND ND NO 46 41 B15-S1 NO 5.3 170 ND ND 38. 8.0 15 5.7 NO 0.76 36 NO NO ND 45 39 1315-S2 NO 5.8 240 0.56 NO 43 14 19 6.5 NO 0.77 42 NO NO NO 56 48 `*Soil sample test results presented in ppm. Purcell, Rhoades &Associates No. 03-360/7372-01 . March 6, 2008 Page 9 Table IIB-ESLS provides the ESLS for soil and groundwater for commercial and industrial sites.for soils less than three meters in depth and where groundwater IS a current or potential drinking water resource. Table 1113- ESLS provides the ESLs for soil and groundwater for commercial and industrial sites where groundwater IS NOT a current or potential source of drinking water. TABLE IIA ESLS ENVIRONMENTAL SCREENING LEVELS* GW Is Current or Potential Source of Drinking Water Sd[IGW Sb Ar Be Be Cd Cr co Cu Pb Hg Mo Ni Se As Ti V Zn (PPmN(PPb) Soil 40 1.5 1500 8.0 7.4 80 230 750 10.0 40 150 10 40 15 190 600 GW 6.0 50 1000 4.0 5.0 50 140 1000 150 2.0 35 100 50 35 2-0 15 5000 *SF Bay RWQCB, Table A, November 2007. TABLE IIB-ESL ENVIRONMENTAL SCREENING LEVELS* GW Is Not Current or Potential Source of Drinking Water Soil/GW Sb Ar Be Be Cd Cr Co Cu Pb Hg Mo Ni Se As Ti V Zn (PPm)f(PPb) Soil 40 15 1500 8 7.4 80 230 750 10 40 150 10 40 15 190 500 GW 5K" 5K SK 5K SK 5K SK SK SK SK 5K SK 5K SK SK SK SK *SF Bay RWQCB, Table B, November 2007. **K - Indicates x 10,000 Oil Stained Surfaces The referenced Phase I ESA indicated that oil stains were observed on the asphalt floors under the airplanes and next to oil cans. Five hand-augered borings were made at select oil-stained asphalt floor locations to obtain soil samples for laboratory testing- The soil samples were tested for the presence of Petroleum Oil and Grease using EPA Test Method SM5520 E/F and Volatile Organics using EPA Test Method SW5030B. The test locations are indicated on Figure 2 as"TH"as an abbreviation for`Test Hole"and the soil samples are indicated on the laboratory test sheets as"OS-1"through "OS-5." All test holes were pre-cored to remove the overlying asphalt and gravel sub base material,if present. TH-6 encountered approximately 10 inches of concrete during coring when it was decided to terminate this test hole because of the very low potential for any significant seepage of spilled fluids through concrete of such thickness. Of the five soil samples tested for the presence of Petroleum Oil&Grease,only Sample OS-5 had a detectable test result of 84 ppm. Acetone, at 0.26 ppm in Sample OS-1, was the only detectable chemical constituent found of the target list of Volatile Organics tested in all five.soil samples. Copies of the COC along with the analytical results are included in Appendix D. Purcell,Rhoades &Associates No. 03-360/7372-01 March 6, 2008 Page 10 Organochlorine Pesticides Soil Sampiing For the organochlorine pesticides soil sampling program, we obtained four soil samples per acre from the property from 0 to 1 foot in depth. These samples were submitted to the laboratory for the testing described below. Sampling was accomplished by using a hand augering device and collecting the soil samples in zippable plastic bags at each sampling point. The soil samples were labeled with the project name, date and location and stored on ice in a cooler for subsequent transport under chain-of-custody protocol to the laboratory_ Every four samples were composited into one sample at the laboratory for testing. Seven soil samples were analyzed for the presence of organochlorine pesticides (including DDT), arsenic and lead. Chemical Analysis All samples were submitted to McCampbell Analytical, Inc., in Pittsburg, California for testing of the following compounds: • Organchlorine pesticides using EPA Method SW8081 B • Arsenic using EPA Method 7060 • Lead using EPA Method 6010C All samples submitted to the laboratory were delivered under chain-of-custody(COC) protocol. Copies of the COC along with the analytical results are included in Appendix E. .Results of the laboratory tests-for presence of arsenic and lead are summarized in Table III. It must be noted that the test results given below are presented as the worst case scenario,(i.e., actual lab result x 4) because of the dilution factor that is possible when compositing four soil samples into.one. TABLE III SUMMARY OF LABORATORY TEST RESULTS Organochlorine Pesticides, Arsenic & Lead Sample Arsenic (ppm) Lead (ppm) S1 ND 52 S2 ND 96 S3 ND 44 S4 ND 30 S5 20.8 56 S6 N D. 72 S7 ND 48 Purcell,Rhoades &Associates No. 03-360/7372-01 March 6, 2008 Page 11 Results of the Analysis and Conclusions The test results for the Total Petroleum Hydrocarbons as Gasoline, Diesel &Kerosene were presented above in Table I with the corresponding Environmental Screening Levels presented in Tables I-ESL A and I-ESL B, which are from the 2007 San Francisco Bay Regional Water Quality Control Board's Tables A and B Environmental Screening Levels (ESLs) for commercial and industrial, sites for soils less than three meters in depth and where groundwater IS a current or potential source of drinking water (Table A, SFRWQCB, 2007) and where potentially contaminated groundwater IS NOT a current or potential drinking water resource (Table B, SFRWQCB, 2007). The assumption that groundwater is not a current or potable source of drinking water should be approved by the overseeing regulatory agency. TPH as gas in soil Sample 1310-S2 (Boring B-10 was located at the buried manhole at the northeast corner of the MDPA building)was 1000 ppm,which exceeds the ESLs (83 ppm &450 ppm', Tables A& B, respectively, SFRWQCB) for soil. ESLs for TPH'as gas in groundwater were exceeded in Samples B4-WI-W4 and B10- W 1-W4 (1600 ppb&410 ppb; Table A, ESL= 100 ppb and Table B, ESL=5,000,ppb, SFRWQCB). The test results for diesel and kerosene in soil Sample 1310-S2 were 1500 ppm.and 2300 ppm, which exceed the ESLs (83 ppm & 450 ppm). None of the diesel test results in the groundwater exceeded the ESLs except Sample B10-W1-W4 (260 ppb, ESL = 100 ppb, Table A, SFRWQCB). Oil and grease was found to be 64 ppm in Sample B4-S2. .Generally, diesel, kerosene and oil and grease contamination do not require remediation at these levels. The highest concentration levels of oil and grease were found to range from ND to 64 ppm in Sample B4-S2 and 69 ppm in Sample B7-S1. Borings B-4 and B-10 were located at the former UST behind the MDPA building and at the buried manhole located at the northeast comer of the building. The elevated concentrations of hydrocarbons at Boring B-10 suggest that fuel may have been discharged into the storm drain system and ponded at the bottom trap portion of the manhole. Eventual leakage of this fuel contaminated the underlying soil and groundwater. Boring B-11 was located near the southeast property line and was intended as a baseline boring. The positive test results of TPH diesel and TPH kerosene ih Boring B-11 suggest either impact of the soil by off-site sources or on-site contamination. None of the other soil or groundwater samples tested exceeded the ESLs. The results found in Borings B-4 and B-10 should be reviewed by the San Francisco Bay Regional Water Quality Control Board for determination of further study or remediation. For the Volatile Organics in the soil samples obtained in the borings, only ethylbenzene at 0.012 ppm was detected (in Sample B4-S2). The ESL for ethylbenzene is 33 ppm for soil; As discussed above, all groundwater samples had Non-Detect levels of the Volatile Organic chemicals tested for except for Sample B4- W 1-W4 where the following chemicals were detected: Acetone -20 parts per billion (ppb); ethylbenzene - 5.2 ppb;isopropyibenzene-1.9 ppb;naphthalene-0.74 ppb;and,n-Propyl benzene-3.1 ppb. The ESLs for these chemicals are as follows: acetone - 50,000 ppb; ethylbenzene - 300 ppb; isopropylbenzene - not listed; naphthalene - 210 ppb; and, n-Propylbenzene - not listed. Of the listed chemicals, none of the test results exceed the ESLs. No further testing or remediation is required for Volatile Organics in the soil or groundwater. Thirteen groundwater samples obtained from the borings were tested for the presence of CAM 17 metals. The ESLs for groundwater is 50,000 ppb for all 17 metals. None of the groundwater test results exceeded their respective ESLs in Table II-ESL B. However, several were exceeded if the results are compared to the SFRWQCB Table A ESLs(GW IS current or potential source of drinking water). Twenty-nine soil samples were obtained from the borings for testing for the presence of CAM 17 metals. The ESLs for chromium is 58 ppm and is based on SFRW QCB's review of a 2002 report prepared by the Lawrence Livermore National Laboratory Purcell,Rhoades&Associates No. 03-360/7372-01 March 6, 2008 Page 12 that found that typical background concentration of total chromium at a Bay property soils ranged from 1.7 ppm to 144 ppm with an arithmetic mean of 58 ppm. This was considered typical -for the Bay area in general. Therefore,this arithmetic mean concentration of 58 ppm was selected as a screening level for a total chromium in soil. The laboratory test results for antimony, selenium silver and thallium were non-detect. The test results for arsenic ranged.from 2.0 to 15 ppm. It is noted that the ESL for arsenic applies,to concentrations that are a product of human activities; and that natural background levels of arsenic are commonly well in excess of the listed screening level. According to Ms. Dena Hutchins of the Contra Costa County Hazardous Materials Department,the background level of arsenic in Contra Costa County is 6 to 12 ppm. It must be noted that in the screening level for arsenic, it applies to concentrations that are a product of human activities, and that it is noted that natural background levels of arsenic are commonly well in excess of the listed screening level. Of the 29 samples tested, only one sample (B4-S2, 15 ppm) exceeded the 12 ppm limit set forth by the Contra Costa County Hazardous Materials Department. None of the samples tested for.barium, beryllium, cadmium, cobalt, copper, lead, mercury, molybdenum, nickel, selenium, silver, thallium, vanadium or zinc met or exceeded their respective ESLs, as presented in Table II-ESL B, above. No further testing or remediation is required due to the results of the CAM 17 testing. When compared to Table II-ESL A(see above) the ESL for arsenic (1.5 ppm) is exceeded in all samples but is most likely due to the natural background levels of this element. None of the remaining ESLs for soils in Table II-ESL A were exceeded. For groundwater, several test results exceeded the ESLs presented in Table II-ESL A. Once again,there findings appearto be the result of natural occurring background levels of these metals. Most of the test results where the ESLs in Table II-ESL A were exceeded were from the groundwater sample obtained in B-15. Boring B-14 was drilled at the Concord Flying Club site to evaluate the potential for possible leakage of toxic material that may have been placed in the septic tank at the Concord Flying Club building. The referenced Phase I ESA had indicated that toxic.materials may have been placed in a sewer holding tank next to the clubhouse and that the soil underlying the tank should be tested for toxics. We learned through a discussion with Manly Ornsby of Clearwater Supply,the contractor that installed the new sewer system at the CFC building and from an interview with Mr. Les Miyashiro,an Environmental Health Specialist with the Contra Costa County Environmental Health Department,that a new septic tank and leach field were installed at the northwest corner of the CFC building approximately two years ago. A representative of this office met at the site with Mr.Ornsby. at the site to observe the area of the septic tank and leach field. Mr.Ornsby,who is also a member of the CFC, showed us where the.former septic tank once existed. A copy of the Contra Costa County Environmental Health Department Septic Permit dated July 7, 2005, was obtained from the CCCEHD (see Appendix G). A site plan provided with that permit indicated the location of the tank and leach field. Boring B-14 was located adjacent to the former septic tank site which was also downgradient from the new septic tank. This boring location would be expected to pick up any contamination from both the former septic tank location and the new tank location. The test results indicated an ND level of hydrocarbons and volatile organics for the soil and groundwater samples from Boring B-14. When compared to Table II-ESL A of this report,only the test results for chromium (69 ppb)and vanadium (94 ppb) exceeded the ESLs in Table A for groundwater. The only test result for soil to exceed the ESL in Table I I-ESL A was arsenic(Sample B14-S1,4.5 ppm and B14-S2,4.8 ppm) ESL = 1.5 ppm). All detected CAM 17 metals were below the ESLs when compared to Table II ESL-B. Of the five soil samples obtained at the oil stained surfaces and tested for the presence of Petroleum Oil & Grease, Sample OS-5 was found to beat 84 ppm which does not exceed the ESL of 2500 ppm. The test result Purcell,Rhoades &Associates No. 03-360/7372-01 March 6, 2008 Page 13 for Volatile Organics found acetone at 0.26 ppm in Sample OS-1. The ESL for acetone.in soil is 170 ppm. No further testing or remediation is required at the oil stained surfaces. The organochlorine pesticide test results indicated ND for all samples. We have compared the organochlorine pesticide test results with the Environmental Screening Levels(ESLs)for soils that are less than 3 meters below the ground surface for commercial/industrial sites as presented in the San Francisco Regional Water Quality Control Board Table B-2 (November 2007). In some cases, significant dilution factors were incorporated into the testing procedure for organochlorine pesticides because of the high organic content of the soil samples. These dilution factors were applied by the lab to the test results, which are presented as a concentration, i.e., ppm or ppb. This is evident in the test results presented for Samples S6 and S7 where dilution factors of 200 and 100, respectively, were included in the test results. Although the test results for all organochlorine pesticides were non-detect, the accuracy of the ND results are limited by the dilution factor. In some cases, the accuracy of the test results exceeded the ESLs; however,it should be noted that where a dilution factor was not added to a sample, such as Sample S5, all test results were ND. In preparation of this Phase II ESA, we subcontracted with Environmental Resource Group of Mill Valley to perform an Asbestos and Lead Survey of the three main structures at the site. A copy of their study is included in Appendix F of this report. Both asbestos containing building materials and lead surface coatings or materials were found in the structures. The overall condition of the buildings was reported as Good with only a small amount of physical damage to some of the construction materials. Environmental Resource Group recommends that all asbestos containing and lead containing construction materials, as listed in their report that will be disturbed during renovation/demolition activities, will have to be conducted by a Certified Contractor for asbestos and lead. Limitations Our services consist of professional opinions and recommendations made in accordance with generally accepted environmental testing principles and practices. This warranty is in lieu of all other warranties either express or implied. The conclusions submitted in this report are based upon information obtained from subsurface exploration, laboratory testing, and appropriate analyses. Unanticipated hydrologic and geologic conditions are frequently encountered and cannot be evaluated by test borings, sampling and chemical analysis. The test boring data and chemical analyses refer to the boring explored and sampled on the date indicated and may not be representative of subsurface or chemical conditions elsewhere at this site at some other time. Purcell,Rhoades&Associates No_ 03-36017372-01 March 6, 2008 Page 14 No warranty, expressed or implied, is given regarding the overall environmental condition of the subject property. Any additional information that becomes available concerning this site should be submitted to PRA so that our conclusions may be reviewed and modified, if necessary. If you have questions regarding this report, please call us at (925) 932-1177. Very truly yours, PURCELL, RHOA OCIATES �. rosino 4 Z x ssociate ° Reviewed by: ; L>�� �I.` 1:r1Q``� l40. I5SS1 m'1 OR CA L i F Daniel J. oades. T9r Civ«. Principal f D ANN - CE-16891, Exp. 6/30/09 Attached: Figure 1: Site Location Map Figure 2: Subsurface;Exploration Map Figures 3 - 17 Borings B-1.through B-15 Appendix A: UST&Utility Study, Concord Airport, West, ForeSite Engineering Surveys, Inc., dated 12/16/07 Appendix B: Environmental Boring and Sampling Protocols Appendix C: Laboratory Test Results and COC Documentation of Subsurface Exploration Appendix D: Laboratory Test Results and COC Documentation for Oil Stained Surfaces Appendix E: Laboratory Test Results and COC Documentation for Organochlorine Pesticides, Arsenic & Lead Appendix F: Asbestos and Lead Survey @ Buchanan Field, Concord, Ca, Environmental Resource Group, dated December 17, 2007 Appendix G: CCCEHD Septic Permit Purcell, Rhoades& Associates No. 03-360/7372-01 March 6, 2008 Page 15 REFERENCES California Department of Health Services,January 31,2001 (Last Update),"Drinking Water Standards,Primary Maximum Contaminant Levels (MCLs) and Lead and Copper Action Levels." California Regional Water Quality Control Board/San Francisco Bay Regional Water Quality.Control Board, February 1.8, 2005, "February 2005 Update to Environmental Screening Levels ("ESLs) Technical Document." California Regional Water Quality Control Board, San Francisco Bay Region, Interim Final - November 2007, "Screening For Environmental Concerns at Sites with Contaminated Soil'and Goundwater." ERM-West Inc., June 29, 2007, "Phase'I Environmental Site Assessment, Buchanan Field Airport, Sally Ride Drive and Marsh Drive, Concord', California," No. 0067911. San Francisco Bay Regional Water Quality Control Board, November2007,"Table B,Environmental Screening Levels (ELSs), Shallow Soils (less than or equal to 3 m bgs), Groundwater IS NOT a Current or Potential Source of Drinking Water." San Francisco Bay Regional Water Quality Control Board, February 2005, "Soil and Groundwater Screening Levels for TPH." JJA\data\pra\c\c737201.ESA11.2 Purcell,Rhoades&Associates No. 03-36017372-01 March 6, 2008 Page 16 Figures Purcell,Rhoades &Associates 1. 12C � :Y,�ts...x '':*•,ri 1 Y„tti$:"4rx=s�':..:��..c;r,•�': - cc is ztc •y a :cs 1.. G a� .A r.' 4 vlf. .. l d' �,. vR='F#,�•n ." :�-r'✓j' "�:,' �.:?',Gl.'/`�� iii.: S- :X::, �. � rM:^, ��.-3 c � !.q • :•�.: :,.���:-' .. Lely�t__:. TOd Gtr >i 'Y c '� J. ;b- g i' •.1 �:4.�� -��������'� �a .'��. „''•+r " ;,,,gat=1 i I S. wat ri rr••' .:. `' -. i ':::�;;�� ",;� Lfi05 TFmmas Bros daps a N07ES DATE MARCHiON Purcell, Rhoades & Associates SOURCE.THOMAS BROS..2005 JOB NO ��'01 � � Consultants in the Applied Earth Sciences DWGNo C737301.FiG, SITE LOCATION MAP FIGURE NO. Not to scale. DRAWN "A SW CORNER OF BUCHANAN AIRFIELD � CHKO JJA CONCORD, CALIFORNIA APM °JR .CLIENT CCR HANGARS,LLC REV. NO. 6 z N f LL L ii (e` t 1 tf •3. !1l�� C, ! _ i lor iD J dw 47 4,0 UJ ca 0 i !. 000 CO C? o d cc v Z \ / Jrt C-6 LC Z 0 !. 1= �\ Er J lx t v �CCt� t f'` OR Nft3 cn w co �O17 iC 46 fill `' ..�.•_.. �}'1 �� is t:l 1. � N 14 „"' � •..i' !^4 :;f •J �i-��' 1 i¢e �r� �Y �m iw'1'3 1-' �� Z � � p -°O- t r N ri 1 a ' N o V % v X m � 0 t3 Q II O O N O 00 O Q E Q u O N y c6 N N .- v E Xw oC o n � 0. Q o ab cn � d Q m O a Z 0m p r 4N EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01 LOGGED_BY:JA DATE DRILLED:12/3/07 PAGE 1 OF.1 RILL:GeoProbe BORING NO. DRILLER:V&W Drilling BORING_ELEV.:E.G. EIGHT OF HAMMER: DROP: B-1 ORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES FIELD DESCRIPTION LABORATORY LL Uj W MATERIAL DESCRIPTION AND REMARKS " �'' Z Ir ZN= =5 to WJ UZ O m �WZ Q~ 0)m . ❑., rrW- w oC to pa a O Z .U2 }LL �Z S wF UMwa: or7 0 V) y m V �N.. �.ai ff.� U .. d� 0Um NS Sandy GRAVEL at surface(about 6 inches thic,.— — — — — 1 Clayey Sandy SILT,tan to orangish brown;dry to damp. 2 — — — — — -- - — — — — — — — — - - — — — — — — — — — — - 3-. gt 4' Silty SAND,tan to orangish brown,damp to moist. PROBE TERMINATED AT 4 FEET. 5 NO GROUNDWATER ENCOUNTERED. . 6 PROBE BACKFILLED WITH GROUT. 7 : 9 : 1D 11 12 . 13 14 15 16 17 18 . 19 20 2.1 22 23 . 24 25 26 . 27 28 29 : 30 a Rhoades p_& EXPLORATORY BORING LOG B-1 FIGURE NO. Purcell, Rhoades Associates BUCHANAN AIRFIELD CONCORD, CALIFORNIA 3 Consultants in the Applied Earth Sciences Client: CCR HANGARS. LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01.. LOGGED BY:JJA DATE DRILLED:.12/3/07 PAGE 1 OF 1 RILL:GeoProbe BORING NO. RILLER:V&W Drilling BORING ELEV.:E.G. EIGHT OF HAMMER: DROP: B_2 ORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES FIELD DESCRIPTION LABORATORY UjLL LU m MATERIAL DESCRIPTION AND REMARKS y ��. z �z o w �_ x5 Uj m C7" Q U i= a a 3 ym o. a~i� w Uj a O z U� YLL Z Y U�K to W 4 ¢ O yr aU 00 O I=mo 20� o Sandy GRAVEL at surfaceiabout 6 inches thick). _ _ _ _ _ _ 1 g1 Clayey Silty SAND,orangish brown,moist. 2 : 3 4 32 Clayey Silty SAND,brown,moist with gravel up to 3/4"in diameter. PROBE TERMINATED AT 4 FEET. 5' NO GROUNDWATER ENCOUNTERED. 6 PROBE BACKFILLED WITH GROUT. 7 8 9 10 11 . 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 EXPLORATORY BORING LOG B-2 FIGURE NO. Purcell,, Rhoades & Associates BUCHANAN AIRFIELD CONCORD, CALIFORNIA 4 Consultants in the Applied Earth Sciences Client: CCR HANGARS. LLC EXPLORATORY BORING LOG . CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01 LOGGED BY.JJA DATE DRILLED:12/3/07 PAGE 1 OF 1 RILL:GeoProbe BORING NO. RILLER:V&W Drilling BORING ELEV.:E.G. EIGHT OF HAMMER: DROP: ORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES B-3 FIELD DESCRIPTION LABORATORY LU O Z F- to n O W'n F } W � = MATERIAL DESCRIPTION AND REMARKS N W-i z WZ m LLWo ins _ N y -o W �W � �y zCrz <,. 0- O z ��. may" v2z = W� 0�wm W < < 0 M>- 2a.V 00 O �� z0r- orn Lawn,underlain by Sandy Silty CLAY,yellow brown,damp to moist, 1 `mottled- — — — — — — — - - — — — — — — — — — — — — - - 2 3 S; 4 5 ' 6 - - - - - - - - - - - — — — - - - - - - - - - - - - - - 7 Cl S2 ayey Silty SAND,brown,saturated. 8 PROBE TERMINATED AT 7-1/2 FEET. 9 GROUNDWATER ENCOUNTERED AT 6 FEET. PROBE BACKFILLED WITH GROUT. 10 11" 12 13 14 15 16 : 17 18 19 20 21 22 23 24 25 26 : 27 28 29 30 Rhoades BORING LOG B-3 FIGURE NO. Purcell, R oades & Associates BUCHANAN AIRFIELD Consultants in the Applied Earth Sciences CONCORD, CALIFORNIA 5 Clients CCR HANGARS. LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC _ ~ PROJECT NO.:7372-01. LOGGED BY:JJA DATE DRI-'LED:12/3/07 PAGE 1 OF 1 RILL:GeoProbe RILLER:VSW Drilling BARING ELEV.:E.G. BORING NO.' EIGHT OF HAMMER: DROP: RILL: LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES B_4 FIELD DESCRIPTION LABORATORY LL C _ W CO U W r Uj UjC,H Uj W W = MATERIAL DESCRIPTION AND REMARKS C z �~ _ zy= r� y JJ Z W U d ILLLUzacz CU 6 2 2 0 Z Uz OPLL NZ =Uj WH U:2 Q o w>- cU 00 0 kf zoo oU O fn y m U -�[A Ov �U U .. QJ UU[n NSA Lawn,underlain by Silty SAND,tan to brown,damp to moist 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 3 EM S1 Silty CLAY,brown,moist 4 . 5 . 6 7 pM S2 - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - it ANgrey. r wi h h r r n r. 8 PROBE TERMINATED AT 7-1/2 FEET. 9 GROUNDWATER ENCOUNTERED AT 6 FEET. PROBE BACKFILLED WITH GROUT- 10 . 11 12 13 14 . 15 . 16 17 18 . 19 20 21 22 23 . 24 25 26 27 . 28 . 29 30 EXPLORATORY BORING LOG B-4 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD Consultants in the Applied Earth Sciences CONCORD, CALIFORNIA 6 Client: CCR HANGARS LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC I ROJECT NO.:.7372-01' LOGGED BY:JJA DATE DRILLED:12/3/07 PAGE i OF 1 RILL:GeoProbe BORING NO. RILLER:V&W Drilling BORING ELEV.:E.G. EIGHT OF HAMMER: DROP: (RING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES B-5 FIELD DESCRIPTION LABORATORY w 0 z a� O wya > a W WJ MATERIAL DESCRIPTION AND REMARKS K ; =5 DO �z zcc . O Z OM3 Lu O 00 O - z0�- Lawn,underlain by silty SAND,tan to brown,damp to moist t - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 3 si Clayey SAND,grey,very moist to saturated. 4 5' Si LAY brown,satura-lea.- - - - - - 6. PROBE TERMINATED AT 5-112 FEET. GROUNDWATER ENCOUNTERED AT 5 FEET. 7.. PROBE BACKFILLED WITH GROUT_ 8 9 : 10 11 12 13 14 15' 16 17 18 19 20 21 22.: 23 24 25 26 27 : 28 29 30 EXPLORATORY BORING LOG B-5 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD CONCORD, CALIFORNIA Consultants in the Applied Earth Sciences 7 Client: CCR HANGARS LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:..7372-01 LOGGED BY:JJA DATE DRI LLED:.1 213/07 PAGE 1 OF 1 RILL:GeoProbe BORING NO. DRILLER:V&W Drilling BORING ELEV.:E.G. EIGHT OF HAMMER: DROP: BORING LOCATION:See Figure 2,Subsurface Exploration Map B-6 BORING DIAM_:2 INCHES FIELD DESCRIPTION LABORATORY vI w e o w°yF J W y ; MATERIAL DESCRIPTION AND REMARKS uo W W ° m z�o mo - a rl $ vim o y' w WF oaW ¢� w o z �� rLL z = Ufa �- W y m U 7N �cri � MU.... ..V.. .. Q73 DUw N2K 'About 3"AC underlain b�4 to 6"sandy gravel._ _ _ _ _ _ _ _ 1 Silty SAND,brown,moist. 2-- 3.M S1 Clayey SAND,brown,saturated. 4 5" S2 = 6-' PROBE TERMINATED AT 5-1/2 FEET. GROUNDWATER ENCOUNTERED AT 5 FEET. 7 PROBE BACKFILLED WITH GROUT. 8 . 9 10 t1 12 13 14 15 16 17 18- 19 20 21 22 . 23 24 25 : 26 : 27 28 29 30 EXPLORATORY BORING LOG B-6 FIGURE.NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD Consultants in the Applied Earth Sciences CONCORD, CALIFORNIA 8 Client: CCR HANGARS LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01 LOGGED BY:JJA DATE DRILLED:12/3/07 PAGE 1 OF 1 RILL:GeoProbe - BORING NO. DRILLER:V&W Drilling BORING ELEV.:E.G. EIGHT OF HAMMER: DROP: ORING LOCATION:See Figure 2,SubsurfaceExploration Map BORING DIAM.:2 INCHES B-7 FIELD DESCRIPTION LABORATORY z w Z W W N MATERIAL DESCRIPTION AND REMARKS Wo W �z - m zw" �o z yz w WY 020 1 W ¢ C OJ O y� :to 00 0 �5 z0� oN O fq N m V 7V! no- fU U QJ :30 No About 3"AC underlain by 4 to fi"sandy gravel._ _ _ _ _ _ _ _ 1 Silty SAND,tan,damp. 2 - - - - - - 3 Clayey SAND,brown,saturated- 4 5 .. _ 6 . s2 7 PROBE TERMINATED AT 6-1/2 FEET. GROUNDWATER ENCOUNTERED AT 5 FEET. 8 PROBE BACKFILLED WITH GROUT. 9 10 11 12 13- 14 . 15 16 17 18 19 20 21 22 23 . 24 25 26 27 28 . 29 30 Rhoades BORING LOG B-7 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD CONCORD, CALIFORNIA 9 Consultants in the Applied Earth Sciences Client: CCR HANGARS. LSC EXPLORATORY BORING LOG CLIENT.CCR Hangars,LLC PROJECT NO.:7372-01 LOGGED BY:JJA DATE DRILLED:12/3;07 PAGE 1 OF 1 RILL:GeoProbe BORING NO. BILLER:V&W Drilling BORING EL_E_V.:_E.G. EIGHT OF HAMMER: DROP: ORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES g_$ FIELD DESCRIPTION LABORATORY ( . Y W u, _ O z W Y 2= C7 wya Y .d a i MATERIAL DESCRIPTION AND REMARKS N ym; o_ . W N LLJ 0� o�z <0 C O Z U� Y4 NZ = LIJ UES �J W a a O v,} mo 50 0 �� z0�. oN O tp y m ..... U ...stn:_ []a f0 V Q A. 7UfA._-.....He.... _ 4to 6"sandygrav_el_ _ - - - - - - - - - - - - - - - - - - 1- Silty SAND,tan,damp. S1 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 2 : 3 Alternating layers of Clayey SAND&Sandy CLAY,brown,saturated. 4 .: 5'RM S2 6 PROBE TERMINATED AT 5-112 FEET, 7 GROUNDWATER ENCOUNTERED AT 5 FEET. PROBE BACKFILLED WITH GROUT. g - 9 10 11• 12 13 14 15.: 16 17 18= 19 20 21 22 23 24': 25- 26 : 27 28 29 : 30 EXPLORATORY BORING LOG B-8 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD CONCORD, CALIFORNIA 10 Consultants in the Applied Earth Sciences Client: CCR HANGARS, LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01 LOGGED BY:JJA DATE DRILLED:1213107 PAGE 1 OF 1 RILL:GeoProbe BORING NO. RILLER:V&W Drilling BORING ELEV.:E_.G. EIGHT OF HAMMER: DROP: - B_9 ORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES FIELD DESCRIPTION LABORATORY y LL V W Y e V W y H r L w MATERIAL DESCRIPTION AND REMARKS F LU 4z Z o 1 z- �g "-' o w zzW aU Q Q 0O OU OZ = wry- U�� ovJ-i D ul CO m V �N Oma_... ML) V Q VO`m_.. Approx_3"AC over 4 to 6"sandy gravel. _ - - - - - - - - - - 1 Silty SAND,tan,damp. 2 3 msi 4-. ° - v - - - - - - - - - - - - - - - - - - - - - - - - 5 S2 Altematino lavers of Siltv SAND to Sandv CLAY,brown saturated. . 6 ' :PROBE TERMINATED AT 5-112 FEET. 7 GROUNDWATER ENCOUNTERED AT 5 FEET. PROBE BACKFILLED WITH GROUT. 8 : 9 10 11 12 13. 14 15 16 17 18 19 20 21 22 23 . 24 25 : 26 27 28 29 30 : EXPLORATORY BORING LOG B-9 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD Consultants in the Applied Earth Sciences CONCORD, CALIFORNIA 1 1 Client: CCR HANGARS LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:_7372-01. . . ;.LOGGED BY:JJA DATE DRILLED:1213107 PAGE 1 OF 1 RILL:GeoProbe BORING NO. DRILLER:V&W Drilling BORING ELEV.:E.G_ . EIGHT OF HAMMER: DROP: 810 ORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES FIELD DESCRIPTION LABORATORY U � W41 O Z W e O wyF > d ' a MATERIAL DESCRIPTION AND REMARKS N y0 o �F (n zCz av 2 V t11 FW-F- UaW 3: w Q O �� irU 00 O I-$ zo� C'CO .._._-.N h ....... .._._ �N Dv 'LU ... U Q� 7UN No .. .. .. :Approx 3'_AC over 4 to 6"sandygrav_eI- --- Sandy CLAY,brown to yellowish brown,moist to very moist. 2 : 3 4 j=Sj ? Clayey SAND,brown,very moist. 5 6 : 7 X=S2 Sil CLAY brown saturated. Has sli ht h drocarbon ordor. $ PROBE TERMINATED AT 7-112 FEET. g. GROUNDWATER ENCOUNTERED AT 6 FEET. PROBE BACKFILLED WITH GROUT. 10 11- 12 13. 14 15 ' . 16 17 18 19 20 21 22 23 24 25 26 27 28 29': 30 : EXPLORATORY BORING LOG B-10 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD Consultants in the Applied Earth Sciences CONCORD, CALIFORNIA 12 Client: CCR HANGARS LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01 LOGGED BY:JJA DATE DRILLED:12/3/07 PAGE 1 OF 1 RILL:GeoProbe BORING NO. DRILLER:V&W Drilling BORING ELEV.:E.G. EIGHT OF HAMMER: DROP: B-11 BORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES FIELD DESCRIPTION LABORATORY LL wNr > Z . J W N MATERIAL DESCRIPTION AND REMARKS y uo W �i 0 5 LLw; V) w F2 co LU z� a� RL 03 CL < a ° 0 V)i cU o0 o 3. k zoo on V �v! p� fU U QJ Duo Nag 1 ; 2 3 =sl 'Clayey.Silty SAND,orangish brown to brown,dampto moist 4- 5 6 � - Slt-SAND-brown-sah�a-fecT - - - - - - - - - - - - 7 8 PROBE TERMINATED AT 6-1/2 FEET. 9 GROUNDWATER ENCOUNTERED AT 6 FEET. PROBE BACKFILLED WITH GROUT. 11 , 12 13 14 15 16 17 18 . 19 20 21 22 23 24 25 26- 27- 28 : 6- 27-28 : 29 30 EXPLORATORY BORING LOG B-11 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD Consultants in the Applied EarthSciences CONCORD, CALIFORNIA 13 Client: CCR HANGARS, LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01 __. LOGGED BY:JJA DATE DRILLED_1213/07 PAGE 1 OF 1 RILL:GeoProbe BORING NO. DRILLER:V&W Dking BORING_ _ ELEV.:_E.E.G. EIGHT OF HAMMER: DROP: ORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES B-1 2 FIELD DESCRIPTION LABORATORY _ 0Z F H o U' WU)H > W W ` MATERIAL DESCRIPTION AND REMARKS y WJ z �z o � mow= Y J J VI �O WCL D �W V) co Zmz w ¢ J 0 uZ Z mcro Wp 00 o a� zor O U1 N m :J 7N 00.' - 20 .0 QJ DVfA Ne 1 Silty CLAY,brown,moist 2 Silty SAND,brown,moist 3 4 S1 5 6 �Cia e i -SAND`bTown,satuTaFed- - - - - - - - - - - 7 8 ' PROBE TERMINATED AT 6-112 FEET. 9 GROUNDWATER ENCOUNTERED AT 6 FEET. PROBE BACKFILLED WITH GROUT. 10 11 .. 12- 13 14 15 16 ; 17 18- 19 20 21 22 23 24 25 26 27 28 . 29 - 30 EXPLORATORY BORING LOG B-12 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD Consultants in the Applied Earth Sciences CONCORD, CALIFORNIA 14 Client: CCR HANGARS LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01 _ ;LOGGED BY:JJA DATE DRILLED:12/3107 PAGE 1 OF i RILL:GeoProbe RILLER:V&W Drilling BORING ELEV.:E.G. BORING NO. EIGHT OF HAMMER: DROP: B-�3 OR1NG LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES FIELD DESCRIPTION LABORATORY U W � " � W y a Z MATERIAL DESCRIPTION AND REMARKS W� z cz o W LL�rn co ; W W 4 f co Nm 'O.-. ~,W- W CLm pat <}.. O Z Uf YLL Nz 2 w� USW 3� W a a o v,} �o 00 o zoo gN W m ...—_. .... .. ...-... V.. co O� �U.- U aJ JUco fV a` 1 Silty Sandy CLAY,dark brown,damp. - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 -Sandy Silty CLAY,tan,damp. - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3-. ;3"AC over approx. 12"gravel. - - - - - - '- - - - - - - - - - - - '- - - - - - - - - - Clayey Silty SAND,brown;saturated. 4 S1 5 fi . Sz 8 PROBE TERMINATED AT 7-1/2 FEET. 9 : GROUNDWATER ENCOUNTERED AT 6-1/2 FEET. PROBE BACKFILLED WITH GROUT. 10 11 12 13 ; 14 15 16 17 18 ' 19 20 21..: 22 23 24 25 26 27 28 29 30 � , a EXPLORATORY BORING LOG B-13 FIGURE NO. Purcell, T�l'oadeS & Associates BUCHANAN AIRFIELD , Consultants in the Applied Earth SCONCORD ciences CALIFORNIA 15 Client: CCR HANGARS, LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:_7372-01 LOGGED BY:JJA :DATE DRILLED:12/3107 PAGE 1 OF 1 RILL:GeoProbe BORING NO. RILLER:V&W Drilling BORING ELEV.:E.G. EIGHT OF HAMMER: DROP: -- RING LOCATION:See Figure 2,Subsurface.Exploration Map BORING DIAM.:2 INCHES B-14 FIELD DESCRIPTION LABORATORY Uj i Y W o>d d z W y G MATERIAL DESCRIPTION AND REMARKS W,. Z M s' W LLW= x5 r a a i 3 m vim' o, �� w sv� zpaz <� d O z U� YLL yz = wH OIL, ?rJ Q _ O U. CO 00 O �� zOF- < oy Oa EU U �Um ne -- 4 to 6"gravel at surface,damp- _ _ _ _ _ _ _ _ _ _ -- 'Sandy Silty CLAY,light brown to brown,damp to moist 4 S, Same. 5 ; 6 : 7 : 8 IMS2 _ PROBE TERMINATED AT 8-112 FEET. 10 : GROUNDWATER ENCOUNTERED AT 8 FEET. 1 PROBE BACKFILLED WITH GROUT. 12. 13 . 14.i 15 16' 17 18 19-- 20-. 21 .: 22- 23 24 25 26 27 28 29 30 EXPLORATORY BORING LOG B-14 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD Consultants in the Applied Earth Sciences CONCORD, CALIFORNIA 16 Client: CCR HANGARS. LLC EXPLORATORY BORING LOG CLIENT:CCR Hangars,LLC PROJECT NO.:7372-01 -. .-.. LOGGED BY:JJA PATE DRILLED:1213/07 PAGE 1 OF.1 RILL:GeoProbe BORING NO. KILLER:V&W Drilling BO__Rl_NG ELEV.:E.G._-- EIGHT OF HAMMER: DROP: ORING LOCATION:See Figure 2,Subsurface Exploration Map BORING DIAM.:2 INCHES 13-15 FIELD DESCRIPTION LABORATORY } Wn . O z W j W : y MATERIAL DESCRIPTION AND REMARKS y W W WZ 9 W z�' Nio a ' f z U2 nLL DZ = W omW 3d W . a ¢m co ; o o v,> . �0 00 0 1=f zoo Ste: SiltyCLAY,light brown to greyish light brown,moist to saturated, 2.. 3 4 g� Same_ 5 6 82 Silty CLAY/Clayey SILT,brownish grey,saturated 7 PROBE TERMINATED AT 6-1/2 FEET. GROUNDWATER ENCOUNTERED AT 6 FEET. 8 PROBE BACKFILLED WITH GROUT. 9 : 10- 11 12_ 13 14 . 15'. 16 17 . 18 . 19 . 20. 21 22 ' 23 24 25 26 27 28 29 30 EXPLORATORY BORING LOG B-15 FIGURE NO. Purcell, Rhoades & Associates BUCHANAN AIRFIELD CONCORD, ,CALIFORNIA 17 Consultants in the Applied Earth Sciences Client: CCR HANGARS. LLC No. 03-36017372-01 March 6, 2008 Page 17 Appendix A UST& Utility Study, Concord Airport, West ForeSite Engineering Surveys, Inc. Dated 12/16/07 Purcell, Rhoades&Associates ForeSite Engineering Surveys Inc. 3478 Buskirk Ave.,Suite 1000 Pleasant Hill, CA 94523 Tel: 925-746 7192 Fax: 925-673 3089 E-mail: fesia.comcast.net Attn: Joe Ambrosin,Assoc. 12/16/07 Purcell, Rhoades&Associates 1041 Hook Ave Pleasant Hill, CA 94523 Tel: 925-932 1177 Fax: 925-932 2795 E-mail: ioe 39050'..comcast.net Re: Concord Airport,West-UST & Utility Study Dear Joe, Please find enclosed results of study regarding the above project. Attached is a plan showing approximate location of findings. On November 16'',2007, a visit to the above project was made to ascertain purpose of vent pipe east of the Mt.Diablo Pilots Assoc. Building. This was assumed to be the approximate location of a former underground storage tank(UST)as witnessed by local employee information. Access was provided by Julie Conti from the Real Estate division of the Airport. At the time of this visit light airplanes were obstructing a complete scan of the area. However,a scan using reflective induction(RI)was performed around the MDPA building and eastwards to the fuel pit. Anomalies were painted on the ground. Using electromagaetk field detection(EMF)a signal was generated onto the vent pipe and adjacent electrical conduits. The vent pipe carried virtually no signal suggesting either a very short distance or termination at that point. The electrical conduits were determined to travel southwards towards a cement base which we believed to be the former pump island and thence westward to endpoint before a cut off. This was probably the electric feed to the pump from the south corner of the MDPA building. Of particular interest was a steel plated pit which we were able to determine was an underground fuel hydrant with existing connection to a 3" or 4" steel pipe that continued northward off the parcel of concern. A further visit was made on November 21',2007. This enabled a complete trace out of the existing fuel line to a location off the parcel of concern. On this occasion we also performed a ground penetrating radar(GPR)scan,which revealed no typical UST signatures in the area around the vent pipe..However.structures were detected in the grass area off the parcel of interest.. November 28'was the last day required to scan the remaining area after airplanes had been moved. We therefore were able to scan eastwards to the taxiway limit line. The area south near Concord Aero Club building was also scanned for underground structures. Again no typical UST signatures were evident. Of note we discovered the large grazed storm drain catch basin at a mid point of eastern wall of MDPA building. This contained a 12" diameter concrete pipe that exited northwards to a point where an anomaly was detected which we believe to be a buried manhole. A line was detected underground to travel westwards under the fence and stopped on western side of roadway. On December 4`'a visit was made to check for potential interferences for future drilling operations. These interferences were painted on the ground and potential drill points were relocated to a"safer"area- Trusting we have performed this study to your satisfaction we look forward to hearing from you again. Please do not hesitate to contact me should you have comments or concerns_ Yours sincerely, 7. j'Simon J. Taylor W C`T G . C •moi-•-� C V 4 O r L N {\ L �O \ � C U , W O L d u . LJ Cu Q) c i L 0 a,. ---------------- .,-- --- Q ------ -----._ (, (1 / Y � V f N V O \ • o i y Q C V C L Y_ 1 G UU J Cj 3 e in p n ' e a QJ OC) 4 LL- LL- y S O i No. 03-36017372-01 March 6, 2008 Page 18 Appendix B Environmental Drilling and Sampling Protocols Purcell,Rhoades&Associates No. 03-360/7372-01 Appendix A Page 1 ENVIRONMENTAL'BORING AND SAMPLING PROTOCOLS Boring Protocol Prior to any boring activities, Purcell, Rhoades and Associates(PRA) will verify that necessary drilling permits have been secured. Prior to boring, underground and above ground utilities will be located. To the extent possible, borings will be conducted so as not to disrupt activities at a project site. PRA shall obtain and review available public data on subsurface geology and if warranted,the location of wells within a quarter-mile of the project site will be identified. Boring equipment will be properly inspected prior to performing work. Subsurface investigations are typically performed to assess the lateral and vertical extent of petroleum hydrocarbons or other contaminants which might be present in soils and groundwater. Boring methods will be selected to optimize field data requirements as well as to be compatible with known or suspected subsurface geologic conditions. Shallow soil borings will be advanced dry using a truck-mounted geoprobe,unless site conditions favor a different boring method. No drilling fluids will be used during this boring method. The probe and drill rods will initially be thoroughly steam-cleaned before arriving on-site, to prevent the introduction of contaminants from off-site,and will again be steam-cleaned between borings away from boring locations. Working components of the rig(subs,collars and all parts of the rig chassis near the borehole)will also be steam-cleaned. Cleaned rods and other tools,if required, will be stored and covered when not in use. Decontamination of boring equipment will consist of steam cleaning,and/or Alconox wash. Cleaning operations will be observed by a representa- tive of this office and noted on the drilling log. Soil Sampling Protocol Soil samples are typically collected at 4-foot intervals with a sampler advanced 48 inches by a vibrating hydraulic ram. Additional soil samples may be collected based on significant lithologic changes and/or potential chemical content. Typically,soil removed from the top 42 inches of the plastic liner and the end cone will be used for visual logging purposes and disposed of. The bottom 6 inches will be saved for laboratory analysis. Soil samples from each sampling interval will be lithologically described by a PRA geologist or engineer in accordance with the Unified Soil Classification System. The exact depth of all borings to 0.5-foot will be determined in the field. Exploratory boring logs shall be prepared under the direction of a Registered Geologist. Typically,head-space analyses will be performed in the field to check for the presence of volatile organic compounds. Head-space analyses will be performed using an organic vapor analyzer (either an TIP, HNU, or OVM). Organic vapor concentrations will be recorded on the PRA field log of boring if deemed necessary. The selection of soil samples for chemical analysis are typically based on the following criteria: a. Soil discoloration b. Soil odors C. Visual confirmation or chemical in soil No. 03-360/7372-01 Appendix A Page 2 d. Depth with respect to underground tanks e. Depth with respect to groundwater f. OVA reading The soil sampler will be cleaned with a tri-sodium phosphate solution,rinsed with clean tap water and air-dried prior to each sampling. A clean,new plastic liner will be used for each sample point. Soil samples selected for chemical analysis are covered with aluminum foil and the ends are capped to prevent volatilization. The samples are labeled and entered onto a Chain-of-Custody form, and placed in a cooler on blue ice for transport to a State-certified analytical laboratory. Soil borings will be backfilled(sealed) to ground surface using either a neat cement or cement- bentonite grout mixture in accordance with appropriate local regulations. Pending results by laboratory analysis,excess soil and materials from the boring operations will remain on-site and, when deemed necessary, covered with a plastic tarp. Confirmed uncontaminated soils may be appropriately disposed of on-site by the client. Soils found to contain levels of contaminants above local or state action levels will be placed in properly labeled 55-gallon drums and left on-site for proper disposal by the client. At the client's request,we will act as the client's agent by assisting in the disposal of the drum-contained material. DOCUMENTATION Sample Container Labels Each sample container will be labeled immediately after the sample is collected. Label information will include: Sample point designation (i.e., well number or code) Sampler's identification Project number Date and time of collection Type of preservation used Chain-of-Custody A Chain-of-Custody record shall be completed and accompany every shipment of samples to the analytical laboratory in order to establish the documentation necessary to trace sample possession from time of collection. The record will contain the following information: Sample or station number or sample identification (ID) Signature of collector, sampler, or recorder Date and time of collection Place of collection Sample type Signatures of persons involved in chain of possession Inclusive dates of possession No. 03-360/7372-01 Appendix A Page 3 Samples shall always be accompanied by a Chain-of-Custody record. When transferring the samples,the individual relinquishing and receiving the samples will sign,date,and note the time on the Chain-of-Custody record. PRA will be responsible for notifying the laboratory coordinator when and how many samples will be sent to the laboratory for analysis, and what types of analyses shall be performed. Sample Handling Storage and Transport All chemical sampling, handling and storage will be conducted under the direction of our consulting Analytical Chemist All laboratory chemical testing will be accomplished by a State approved laboratory. All samples will be held at 4°C by packing in ice in a covered ice chest specifically designated for that purpose. At no time will the elapsed time between sample collection and delivery at the outside laboratory be greater than 72 hours. Preservatives will not be added to any sample unless instructed, and preservatives will be supplied and requested by the outside laboratory. Under no circumstances will sample containers be opened by anyone other than laboratory personnel who will perform the specified chemical analysis. If it is necessary for samples or sample chests to leave the immediate control of the sampler prior to delivery to the laboratory, such as shipment by a common carrier(e.g., Federal Express), a custody seal will be placed on each sample container and/or sample chest to ensure that the samples have not been tampered with during transportation. The custody seal will contain the sampler's signature, the date and time the seal was placed. No. 03-360/7372-01 March 6, 2008 Page 19 Appendix C Laboratory Test Results and COC Documentation, dated 12/14/07 Purcell,.Rhoades&Associates 1534 Willow Pass Road,Pittsburg,CA 94565-1701 McCampbell Analytical, InC. Web:www•.mccampbell.com E-mail:main Vvmccampbell.com "When Oualiry Counts' Telephone:877-252-9262 Fax:9'_5-253-9269 Purcell Rhodes&Associates Client Project ID: ;7372-01;CCR Date Sampled: 12/03/07 Hangars 1041 Hook Ave Date Received: 17/06/07 Client Contact: Joe Ambrosin Date Extracted: 12107/07-12/21,107 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/07/07-12/21/07 Gasoline Range(C6-02)Volatile Hydrocarbons as Gasoline* Extraction method: SW5030B Analytical methods: SW8015Cm Work Order: 0712194 Lab 1T? Client ID I Matrix A TPH(g) DF 1 %SS 001A B1-Sl S ND 1 85 002A B2-Sl S ND 1 79 003A B2-S2 S ND 1 88 004A 133-Sl S ND 1 84 005A B3-S2 S ND 1 74 006A 133-W1-W4 W ND 1 101 007A B4-SI S N D 1 91 008A 84-S2 S 21 O,b.m 20 105 009A 84-WI-W4 W 1600,m 1 109 010A B5-SI S ND 1 74 DIIA B5-S2 S N D 1 93 012A BS-WI-W4 W ND 1 104 013A B6-SI S ND 1 87 014A B6-S2 S ND 1 73 015A B6-WI-W4 W ND 1 101 016A 137-S I S N D 1 74 Reporting Limit for DF=1: W 50 Ag/L, ND means not detected at or above the reporting limit 5 1.0 mg/ICg •water and vapor samples and all TCLP&SPLP extracts are reported inµg/L.soil/sludge/solid samples in mg/kg, wipe samples inµg/wipe, product oil/non-aqueous liquid samples in mg,'L. i cluttered chromatogram:sample peak coelutes with surrogate peak. +The following descriptions of the TPH chromatogram are cursory in nature and McCampbell Analytical is not responsible for their interpretation:a)unmodified or weakly modified gasoline is significant;b)heavier gasoline range compounds are sign ifteant(aged gasoline?):c) lighter gasoline range compounds(the most mobile fraction)are significant;d)gasoline range compounds having broad chromatographic peaks are significant;biologically altered gasoline?;e)TPH pattern that does not appear to be derived from gasoline(stoddard solvent/mineral, spirit?),0 one to a few isolated non-target peaks present;g)strongly aged gasoline or diesel range compounds are significant;h)lighter than water immiscible sheen/product is present:i)liquid samplc'that contains greater than—1 vol.%sediment:j)reporting limit raised due to high organic/MTBE content;k)TPH pattern that does not appear to be derived from gasoline(aviation gas). m)no recognizable pattern:n) TPH(g)value derived using a client specified carbon range.o)results are reported on a dry weight basis:p)see attached narrative. DHS ELAP Certification No 1644 Angela Rydelius,.Lab Manager ' 1534 Willow Pass Road_Pittsburg,CA 94565-1701 McCamubell Analytical, Inc. .. . .Web,.wa-k%•.mcea npbell.com . E-mail:main@mccarhpbell.com "149)en Oualiry Courts" Tele !tone:877-252-9262 Fac:925-252.9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars 1041 Hook Ave Date Received: 12/06/07 Client Contact: Joe Ambrosino Date Extracted: 12/07/07-1221/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12107/07=12/21/07 Gasoline Range(C6-C12)Volatile Hydrocarbons as Gasoline* Extraction method: SW5030B Analytical methods: SW8015Cm Work Order: 0712194 Lab 1D Client 1D Matrix TPH(g) DF %SS 017A B7-S2 S ND 1 84 0)8A B7-W1-W4 W ND 1 102 019A B8-SI S ND 1 86 020A B8-S2 S ND 1 79 021A 138-W1-W2 W ND.i l 101 022A b9—sl S ND 1 84 023A B9-S2 S ND ' 1 85 024A B9-WI-W2 W ND 1 108 025A 310-S1 S ND 1 90 026A B10-S2 S 1000,g,m 50 027A BIO-WI-W4 W 410,- 1 102 028A Bl I-SI S ND 1 84 029A BII-S2 S ND i 75 030A 611-W l-W4 W ND 1 107 031A B12-S1 S ND I 93 032A B1?-S2 S ND 1 77 Reporting Limit for DF=1; W 50 111 ND means not detected at or S 1.0 mg/Kg above the rcporting limit *water and vapor samples and all TCLP&SPLP extracts are reported in gg/L,soil/sludge/solid samples in mg!kg, wipe samples in ug/wipe, product/oil/non-aqueous liquid samples in mg/L. #cluttered chromatogram;sample peak coelutes with surrogate peak. +The following descriptions of the TPH chromatogram.are cursory in nature and McCampbell Analytical is not responsible for their interpretation:a)unmodified or weakly modified gasoline is significant;b)heavier gasoline range compounds are significant(aged gasoline?);c) lighter gasoline range compounds(the most mobile fraction)are significant;d)gasoline range compounds having broad chromatographic peaks arc significant;biologically altered sasoline?.e)TPH pattern that docs not appear to be derived from gasoline(stoddard solvent!mineral spirit?):f)one to a few isolated non-target peaks present g)strongly aged gasoline or diesel range compounds are significant:h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than—1 vol.%sediment;j)reporting limit raised due to high organic/MTBE content; k)TPH pattern that does not appear to be derived from gasoline(aviation gas).m)no recognizable pattern:n) TPH(g)value derived using a client specified carbon range;o)results arc reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager /^ 1534 Willow Pass Road,Pittsburg,CA 94565-1701 McCamQbell Analytical. Inc. Web:www.mcc2mpbell.com E-mail:main@mecampbell.com "When Oualiry Counts" Telephone:877-252-9262 Fax:925.252-9269 Purcell Rhodes&Associates ChentProject ID: #7372-01;CCR Date Sampled:. 12/03/07 Hangars . 1041 Hook Ave Date Received: 12/06/07 Client Contact: Joe Ambrosino Date Extracted: 12/07/07-12121/07. Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/07/07-12/21/07 Gasoline Range(C6-C12)Volatile Hydrocarbons as Gasoline* Extraction method: SW5030B Analvticalmethods: SW8015Cot Work Order: 0712194 1 Lab[D Client ID Matrix 1 TPH(g) OF %SS 7 033A B12-WI-W4 W ND.i l 109 034A B13-S1 S ND 1 86 035A B)3-S2 S NO 1 82 036A B13-W1-W4 W ND I 111 037A 814-S1 5 NO l 80 038A B14-S2 S ND 1 76 039A B14-WI-W4 W ND 1 106 040A 815-Si S NO 1 80 041 A 815-S2 S ND 1 79 042A B15-WI-W4 W NDJ 1 103 Reporting Limit for OF=1; W 50 µg/1 NO means not detected at or S 1.0 mg/4 above the reporting limit •water and vapor samples and all TCLP&SPLP extracts arc reported in ug/L.soil/sludge/solid samples in mglkg, wipe samples in ug/wipe, product/oil/non-aqueous liquid samples in mg/L. cluttered chromatogram:sample peak coelutes with surrogate peak. +The following descriptions of the TPH chromatogram are cursory in nature and McCampbe11 Analytical is not responsible for their. interpretation:a)unmodified or weakly modified gasoline is significant;b)heaviergasoline range compounds are significant(aged gasoline")-,c) lighter gasoline range compounds(the most mobile fraction)are significant;d)gasoline range compounds having broad chromatographic peaks are significant;biologically altered gasoline?;e)TPH pattern that does not appear to be derived from gasoline(stoddard solvent/mineral spirit?).f)one to a few isolated non-target peaks present;g)strongly aged gasoline or diesel range compounds are significant;h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than—I vol.%s:diment;j)reporting limit raised due to high organic/MTBE content; k)TPH pattern that does not appear to be derived from gasoline(aviation gas),m)no recognizable pattern;n) TPH(g)value derived using a client specified carbon range;o)results are reported on a dry weight basis;p)see attached narrative. DHS ELAP Certification N° 1644 Angela Rydelius, Lab Manager ' McCampbell Analytical. Inc. 1:34 Willow Pass Road,Pinsburg,CA 94565-1701 — _.Web:.+wu-.mccampbel.com. -E-mail:iii2L-i@mccampbcl!.com "When OualitvCounts" Tele hone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project 1D: #7372-01;CCR Date Sampled: 12/03/07 ' Hangars 1041 Hook Ave Date Received: 12/06/07 . . Client Contact: Joe kmbrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed: 12/10/07-12121/07 Diesel(CI 0-23).and Kerosene(C9-18)Range Extractable Hydrocarbons as Diesel and Kerosene* Extraction method: SW3510C!SW-550C A:1a1yt1ca1me:h0ds:'SW8015C WorkChder. 0712194 Lab ID Client ID Matrix TPH(d) TPH(k) DF %S5 0712194-OOIA Bl-SI S 2.9,b,f 3.6 1 112 0712194-002A 62-SI S I.O.b,f 1.0 1 107 0712194-003A B2-S2 S 2.l,b,f 2.5 1 108 0712194-004A B3-SI S ND ND 1 113 07 1 2 1 94-005 A B3-S2 S ND ND 1 113 0712194-006A 83-Wl-W4 W ND ND 1 102 0712194-007A 84-SI S ND ND 1 H] 0712194-008A B4-S2 S 8.6,d.b 19 1 109 0712194-009A B4-WI-W4 W 66.d,b 8o 1 110 07 1 2 1 94-0 I OA 85-S] S ND ND 1 115 0712194-011 A B5-S2 S ND ND 1 117 0712194-012A 55-WI-W4W ND ND 1 106 10712194-013A B6-SI S ND ND 1 116 0712194-014A B6-S2 S ND ND 1 112 0712194-015A B6-W)-W4 W ND ND ] IN 0712394-016A B7-Sl S 5.I,g,b,f 4.3 1 99 Reporting Limit for DF=1; W 50 50 WL ND means not detected at or above the reporting limit S 1.0 ].0 mg/Kg •water samples are reported inµg/L,wipe samples in lig/wipe,soil/solid/sludge samples in mg/kg,product/oil/non-aqueous liquid samples in mg./L, and all DISTLC!STLC!SPLP/TCLP extracts are reported in jig/L: cluttered chromatogram resulting in coeluted surrogate and sample peaks.or;surrogate peak is on elevated baseline,or;surrogate has been diminished by dilution of original extract. 4The following descriptions of the TPH chromatogram are cursory in nature and McCampbell Analytical is not responsible for their interpretation:a)unmodified or weakly modified diesel is significant;b)diesel range compounds are significant;no recognizable pattern;c)aged diesel°is significant);d)gasoline range compounds arc significant;c)unknown meditan boiling point pattern that does not appear to be derived From diesel(asphalt');f)one to a few isolated peaks present;g)oil range compounds are significant;h)lighter than water immiscible sheeniproduct is present; 0 liquid sample that contains greater than—1 vol.%sediment;k)kerosene/kerosene range/jet fuel; 1)bunker oil:m) fuel oil;r,)stoddard solvent/mineral spirit;o)mineral oil;p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager ' 534 Willow Pass Road.Pinsburg.CA 94565-1701 McCampbell Analytical* Inc. � j •—, Web www.mccampbell.rnm' E-mail:mai*- mccampbell.com – - "When Ouafin•Counts" Tefeohone:877-252-9262 Fax:925-252-9269' Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars 1041 Hook Ave Date Received: 12/06/07 Client Contact: Joe Ambrosin Date Extracted: '12,107/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed: 12/10/07-12/21/07 Diesel(C10-23)and Kerosene(C9-18)Range Extractable Hydrocarbons as Diesel and Kerosene* Extmction method: SW3510C/SW3550C AnalyricaI methods: SWW8015C Work Order: 0712194 Lab ID Client ID Matrix TPH(d) TPH(k) DF %SS J- 0712 194-017A B7-S2 S ND ND 1 112 0712194-018A B7-WI-W4 W ND ND l 115 0712194-019A B8-SI S 2.5,b,f 3.2 1 112 0712194-020A B8-S2 S ND ND 1 .113 0712194-021A BS-WI-W2 W ND.i ND 1 114 07 12194-022A B9-S I S ND ND 1 114 07 12194-023 A 139-S2 S ND ND 1 114 0712194-024A B9-WI-W2 W ND ND 1 112 0712i94-025A 1310-51 S ND ND 1 111 0712194-026A 1310-S2 S 1500,11 2300 20 96 0712194-027A B10-WI-W4 W 260,n 420 1 102 0712194-028A B(1-Sl S ND ND 1 96 07 12194-029A BII-S2 S ND ND 1 98 0712194-030A BII-Wl-W4 W 60,b 150 1 90 0712194-031A B12-SI S ND ND 1 100 0712194-032A B12-S2 S 1.5,b,f 1.8 1 117 Reporting Limit for DF=1; W 50 50 µg/1.. ND means not detected at or above the reporting limit S 1.0 I.0 mg/Kg *water samples are reported inµg/L.wipe samples in pe/wipe,soil/solid/siudgc samples in mg/kg,product/oil/non-aqueous liquid samples in mg!L, and all DISTLC/STLC/SPLP i TCLP extracts are repotted in W.-IL. R cluttered chromatogram resulting in cocluted surrogate and sample peaks,or;surrogate peak is on elevated baseline,or;surrogate has been diminished by dilution of original extract. +The following descriptions of the TPH chromatogram are cursory in nature and McCampbell Analytical is not responsible for their interpretation:a)unmodified or weakly modified diesel is significant;b)diesel range compounds are significant;no recognizable pattern;c)aged diesel?is significant).d)gasoline range compounds are significant;c)unknown medium boiling point pattern that does not appear to be derived from diesel(asphalt?);0 one to a few isolated peaks present;g)oil range compounds are significant:h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than–1 vol.%sediment k)kerosenelkerosene range/jet fuel; l)bunker oil;m) Fuel oil;n)stoddard solvent/mineral spirit:o)mineral oil;p)see attached narrative. DHS ELAP Certification N° 1644 — Angela Rydelius,Lab Manager 1534 Willow Pass Road,Pittsburg,CA 94565.1701 McCampbell Analytieal, Inc. Web:%% vw;mccamphetl.com E-mail:main@mccampbell.com "When Oualitv Counts" Telealtone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12103/07 Hangars 1041 Hook Ave Date Received: 12/06/07 Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed: 12/10./07-12/21/07 Diesel(C10-23)and Kerosene(C9-18)Range Extractable Hydrocarbons as Diesel and Kerosene* Extraction method: SW3510C.'SW3550C Analytical methods: SW8015C Work Order. 071=194 Lab ID Client ID Matrix TPH(d) TPH(k) DF %SS 0712194-033A 812-WI-W4 W 80,b,i 71 1 118 0712194-034A B13-S1 S 1.7,b.f 3.2 1 87 0712 194-035 A B13-S2 S ND ND 1 100 0712194-036A B13-WI.-W4 W ND ND 1 101 0712194-037A Bls-SI S ND ND 1 113 0712194-038A .814-S2 S ND ND 1 101 0712194-039A B14-WI-W4 W ND ND 1 103 0712194-040A 1315-SI S ND ND 1 107 0712194-04 1A B15-S2 S ND ND 1 114 0712 1 94-042A B15-WI-W4 W NDJ ND 1 115 Reporting Limit for DF=1; W 50 50 µg/I ND means not detected at or above the reporting limit S 1.0 1.0 tng/Kg water samples are reported in ug/L.wipe samples inµg/wipe,soil/solid/sludge samples in mg/kg,product/oil/non-aqueous liquid samples in mg.tL., and all DISTLC/STLC I SPLP!TCLP extracts are reported in ug/L. cluttered chromatogram resulting in coeluted surrogate and sample peaks,or:surrogate peak is on elevated baseline.or;surrogate has been diminished by dilution of original extract. +The following descriptions of the TPH chromatogram arc cursory in nature and McCampbell Analytical is not responsible for their interpretation:a)unmodified or weakly modified diesel is significant;b)diesel range compounds are significant;no recognizable pattern;c)aged diesel?is significant);d)gasoline range compounds are significant;e)unknown medium boiling point pattern that does not appear to be derived from diesel(asphalt?);f)one to a few isolated peaks present;g)oil range compounds are significant:h)lighter than water immiscible sheen/product is present:i)liquid sample that contains greater than—1 vol.IN,sediment:k)kerosene/kerosene range/jet fuel: 1)bunker oil;m) fuel oil:n)stoddard solvendmineral spirit:o)mineral oil;p)see attached narrative. Z ' DHS FLAP Certification N° 1644 Angela Rydelius,Lab Manager , 1034 Willow Pass Road.Pittsbur.g.CA 94565-1701 11cCampbell AnalyticalInc. Web:www.mccmnpbell.mm ...E-mail:main aonccampbell.com .. "When Oualiry Counts" Telephone:877.253-9362 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars 1041 Hook Ave Date Received: 12/06/07 Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/12/07 Petroleum Oil&Grease with Silica Gel Clean-Up* Analytical methods: SM5520E/F Work Drder. 0712194 Lab ID Client ID Matrix POG DF %SS 0712 194-00 1A 81-S1 S ND I N/A 0712 194-002A B2-SI S ND 1 N/A 0712194-003A B2-S2 S ND I N/A 0712194-004A B3-S1 S ND I N/A 0712 194-005A B3-S2 S ND 1 NiA 0712194-007A B4-SI S ND I N/A 0712194-009A B4-S2 S 64 1 N/A 0712194-01 OA B5-SI 5 ND I N/A 0712194-011 A B5-S2 S ND i N/A 0712194-013A 136-Si S ND 1 N/A 0712 194-014A B&S2 S ND 1 N,A 0712194-016A B7-SI S 69 1 NIA 0712194-017A B7-S2 S ND 1 N/A 0712194-019A B8-Sl S ND 1 N/A 0712 194-020A B8-S2 S ND I N/A 0712194-022A B9-SI S ND Reporting Limit for DF=1: W NA NA ND means not detected at or above the reporting limit S 50 mg/Kg *water samples and all TCLP&SPLP extracts are reported in mgfL,soil/sludge/Solid samples in mg/kg, wipe samples in mg/wipe, product/oiUnon-aqueous liquid samples in mg/L. DF=dilution factor(may be raised to dilute target analyte or matrix interference). 9 surrogate diluted out of range or not applicable to this sample. g)samDlc extract repeatedly cleaned up with silica gel until constant IR result achieved:h)a lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than—1 vol.%sediment:j)results are reported on a dry weight basis:p)see attached narrative. DHS ELAP Certification N° 1644 Angela Rydelius,Lab Manager McCampbell Analytical, Inc. 1534 Willow Pass Road,Pinsburg,CA 94565-1701 Web:www.mccampbelt.co, • E-mail:main@mccampbell.com "When Oualiry Counts" Teleohone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled 12/03/07 Hangars 1041 Hook Ave Date Received: 12/06/07 Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Petroleum Oil&Grease with Silica Gel Clean-Up* Anaiytical methods: SM5520B/F Work Order: 0712194 Lab ID Client ID Matrix POG DF %SS 0712194-009D 134-WI-W4 W ND 1 N/A 0712 194-027D 810-WI-W4 W ND. I N/A 0712194-033D B12-W1-W4 W ND,i I N/A Reporting Limit for DF=1; W 5.0 mg/L ND means not detected at or S NA NA above the reporting limit •water samples and all TCLP&SPLP extracts are reported in mg/L.soil/sludge/solid samples in mg/kg, wipe samples in mg/wipe. product/oilinon-aqueous liquid samples in mg/L.. DF=dilution factor(may be raised to dilute target analyte or matrix interference). #surrogate diluted out of range or not applicable to this sample. g)sample extract repeatedly cleaned up with silica gel until constant IR result achieved:h)a lighter than water immiscible sheen/product is present; i)liquid sample that contains greater than—I vol.%sediment;j)results are reported on a dry weight basis. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager McCainpbell Analytical. Inc. 1534 Willow Pass Road.Pittsburg.CA 94565-1701 .Web:-www.mccampbell wm E-mail:main@mccrmpbell.com ; "When Oualiry Counts' Telephone:877-252-9262 Fax:925_52-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars 1041 Hook Ave Date Received: 12/06/07 Client Contact: Joe Atnbrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/12/07 Petroleum Oil&Grease with Silica Gel Clean-Up* Ana)ytical methods: SM5520E/F Work Order: 0712194 Lab ID Client ID Matrix POG DF %SS 0712194-023A B9-S2 S ND I N/A 0712194-025A Blo-SI S ND I N/A 0712194-026A BIO-S2 S ND 1 N/A 0712194-028A B11-SI S ND I N/A 0712194-029A Bll-S2 S ND I NIA 0712194-03 1A 612-5) S ND l NIA 0712194-032A BI2-S2 S ND 1 NIA 0712194-034A B13-SI S ND 1 NiA 0712194-035A 613-S2 S ND I NiA 0712 194-037A 814-S) S ND I N/A 0712194-039A B14-S2 S ND 1 NIA 0712194-040A Bl5-Sl S ND I N/A 0712194-04 1A B15-S2 S ND 1 N/A Reporting Limit for DF=l: Vl/ NA NA ND means not detected at or above the repotting limit S 50 mgJKg *water samples and all TCLP&SPLP extracts are rported in mg/L,soil/sludge/solid samples in mg/kg. wipe samples in me/wipe, product/oil/non-aqueous liquid samples in mg/L. DF=dilution factor(may be raised to dilute target analyte or matrix interference). r surrogate diluted out of range or not applicable to this sample. s)sample extract repeatedly cleaned up with silica gel until constant iR result achieved;h)a lighter than water immisciblc sheen/product is present;i)liquid sample that contains greater tban-1 vol.%sediment:j)results are reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification Ny° 1644. `- Angela Rydelius,Lab Manager McCamDbell Analyi Teal, lne. 1534 Willow Pass Road.Pittsburg,CA 94565-1701 Web:.www.mccampbcll.com E-mail:main@mccatrpbeil.com "When Qualm Counts" Telephone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&.Associates Client Project ID-. #7372-01;CCR Date Sainpled:. 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact; Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/09/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SWE260B Work Order. 0712194 Lab 1D 0712194-001A Client ID Bl-Sl Matrix Soil Reporting Reposing Cotnoound Concentration*1 DF I Lim;t Compound Concentration* DF Acetone ND 1.0 0.05 Acrolein(ProRenal) ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl methyl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-But I alcohol TBA ND 1.0 0.05 n-Butvl benzene ND 1.0 0.005 sec-Bu 'l benzene ND 1.0 0.005 tert-Butvl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Te chloride ND 1.0 0.005 Chtorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2 Chloroeth I Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro rn ane ND 1.0 0.005 12-Dibromoethane EDB ND 1.0 10.005 Dibromomethanc ND 1.0 0.005 12-Dichlorobenzene ND 1.0 f 0.005 13-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 10.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethane ND 1.0 0.005 12-Dichloroethane(1,2-DCA) ND 1.0 0.005 1 I-Dichloroethene ND 1.0 0.005 cis-I 2-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroethene ND 1.0 0.005 1 2-Dichloro ro ane ND 1.0 40.005 1 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 1 1-Dichloro ro ene ND 1.0 0.005 cis-I 3-Dichloro ro ene ND 1.0 trans-1 3-Dichloro ro ene. ND 1:0 0.005 Diiso ro 1 ether DIPS ND 1.0 Eth lbenzenc ND 1.0 0.005 Ethvl tert-bu I ether IETBE ND 1.0 Freon 113 ND 1.0 0.1 Hexacblorobutadienc ND 1.0 Hcxachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 Iso ro lbenzene ND 1.0 0.005 4-Isoi)ropyl toluene ND 1.0 0.005 Methvl-t-but I ether MTBE ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Meth i-2- entanone MIBK) ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro vl benzene ND 1.0 0.005 Stvrene ND 1.0 0.005 1 1.1 2-Tetrachloroethane ND 1.0 0.005 1 1-2.2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethane ND 1.0 0.005 Toluene ND 1.0 0.005 1.2.3-Tri hlorobenzene ND 1.0 0.005 1 2 4-Trichlorobenzene ND 1.0 0.005 1 11-Trichloroethane ND 1.0 0.005 1 1.2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane ND 1.0 0.005 1 2 4-Trimethvlbenzene ND 1.0 10.005 1 3 5-Trimethv benzene ND 1.0 0.005 tr' c n nos Surrogate Recoveries % %SSI: 90 0/.SS2: 95 C Comments: *water and vapor samples are reported inµg/L,soil/sludge,'solid samples in mg/kg,product/oiVnon-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. K surrogate diluted out of range or coclutes with another peak: &)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i)liquid sample that contains greater than-I vol.%sediment;j)reporting limit raised due to high organic contenVmatrix interference;k)reporting limit near.but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis;p)see attached narrative. DHS ELAP Certification NO 1644 Angela Rydelius,Lab Manager i 'ff� 1VIcCampbell AnatVtical Inc. 1534 Willow Pass Road.Pinsbu CA 94565-1701 �- ' Web:www.meeampbell.com E-mail:rtain[metampbeii.com "When Ouality Counts' Telephone:877-252-9263 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01,CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/09/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order: 0712194 Lab ID 0712194-002A Client ID B2-Sl Matrix Soil Compound Concentration* DF It Compound lConcentration I DF I'70m°g Acetone ND Lo 0.05 .Acrolein(Provenal) ND 1.0 0.0 Acrylonitrile ND 1.0 0.02 tert-Amyl methyl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane .ND 1.0 0.005 Bromodichloromethane NIID 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-But2none WEK) ND 1.0 0.02 1 t-Butv1 alcohol TBA ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Bu 1 benzene ND l.0 0.005 cert-Bu I benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chiorobenzene ND 1.0 0.005 Chloroethane N,D 1.0 0.005 2-Chlorocthvl Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND i.0 0.005 Dibromochlordmethane ND 1.0 0.005 1.2-1)ibromo-3-chloro ro ane ND I.0 0.005 1 2-Dibromoethane EDB NO 1.0 0.005 Dibromomethane ND 1.0 0.005 1.2-Dichlorobenzene ND 1.0 0.005 1.3-Dichlorobenzene ND 1.0 0.005 1.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethane ND 1.0 0.005 12-Dichloroethane 12-DCA ND 1.0 0.005 I 1-Dichloroethene ND 1.0 0.005 cis-1.2-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroethene ND 1'0 0.005 3 2-Dichloro ro ane ND 1.0 0.005 I -Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1 I-Dichloro ro ene ND 1.0 0.005 cis-! 3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichloro ro enc ND 1.0 0.005 Diiso ro vl ether DIP£ ND 1.0 0.005 Eth (benzene ND 1.0 0.005 Ethvl tcrt-butvl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hcxanone ND 1.0 0.005 Isooronvibenzene ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Methvl-t-butyl ether MTBE ND 1.0 0.005 Methvlenc chloride ND 1.0 0.005 4-Methvl-2- entanone(MIRK) ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro vl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 1.1 1.2-Tetrachloroethane ND 1.0 0.005 t 1.2-2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND. 1.0 0.005 1 2 3-Trichlorobenzcne ND 1.0 0.005 124-Trichlorobenzene ND I.0 0.005 11_I-Trichloroethane ND 1.0 0.005 1 12-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0,005 1 2 3-Trichloro ro ane ND 1.0 0.005 1.2 4-Trimeth•lberzene NQ 1.0 0.005 1.3 5-Trimethvibenzene ND 0 0.005 r' S 5 Surrogate Recoveries %SS 1: 96 %SS2: T 95 0 Comments: *water and vapor samples are reported in}tg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP& SPLP extracts arc reported in mg;L,wipe samples inµg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. #surrogate diluted out of ranee or coelutcs with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present; i)liquid szmDie that contains greater than-1 vol.%sediment:j)reporting limit raised due to high organic contenumatrix interference;k)repotting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis;p)sec attached narrative. DHS ELAP Certification No 1644 .. Angela Rydelius,Lab Manager McCampbell Analytical Inc. 1534 Willow Pass Road,Pittsburg,CA 94565-1701 S Web:www.mccampbell.com E-mail:main@mcca.npbell.com "When Oualiry Counts" Telephone:877-252.9262 Fax:925-252-9269 P&66l'Rhodes&Asiociate's Client Project m: #7372-01;CCR Date Sampled 12/03/07' - Hangars Date Received: 12/06/07 3 041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/09/07 Volatile Organics by P&T and GUMS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work-Order. 0712194- Lab ID 0712194-003A Client ID B2-S2 Matrix Soil Compound Concentration*1 DF I R`= Compound .Concentration• DF ReporSng Lim't Limit Acetone ND 1.0 0.05 Acrolein(Provenal) ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amyl methyl ether TAME ND 1.0 0.00 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND I.0 0.005 Bromodichloromethane ND 1.0 0.00 Bromoform ND 1.0 .0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-Butyl alcohol TBA ND 1.0 0.05 n-But lbenzene ND 1.0 0.005 sac-Butyl benzene ND 1.0 0.005 tert-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth I Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chloroto)ucne ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 1 2-Dibromoethane EDB ND 1.0 0.005 Dibr momethane ND 1.0 0.005 1.2-Dichlorobenzene ND 1.0 0.005 1,3-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethane ND 1.0 0.005 1 l 2-Dichloroethane 12-DCA I ND 1.0 0.005 1.1-Dichloroethene ND 1.0 0.005 cis-l2-Dichloroethene ND 1.0 0.005 trans-I 2-Dichloroethene ND 1.0 0.005 1 2-Dichloro ro ane ND 1.0 0.005 13-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1.1-Dichlor ro enc: ND 1.0 0.005 cis-1 3-Dichloro -o enc ND 1.0 0.005 13-3-Dichloro ro ene ND 1.0 0.005 Diiso ro 1 ether(DI PE) ND 1.0 0.005 Ethvlbenzene ND 1.0 0.005 Ethyl tert-but l ether(ETBE) ND 1.0 0.005 Freon 113 ND I.0 0.1 I-cxachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 Iso ro vlbenzcne ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Methvl-t-but I ether(MTBE) ND 1.0 0.005 Methvlene chloride ND 1.0 0.005 4-Meth I-2- entanone MIBK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro vl benzene ND 1.0 0.005 Stvrene ND 1.0 0.005 1 I ] 27Tetrachloroethane ND 1.0 0.005 1 f 2 2-Tetrachloroethane ND 1.0 0.005 Tctrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1 2 3-Trichlorobenzene ND 1.0 0.005 124-Trichlorobenzene ND 1.0 0.005 ( I 1-Trichloroethane ND 1.0 0.005 f 12-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 12 3-Trichloro ro anc ND 1.0 0.005 1 2.4-Tri m ethlbenze a ND I.Q. 0.005 1 3 5-Trimethvlbenzene ND 1.0 0.005 0 Surrogate Recoveries %SS 1: 92 %SS2: 95 0 .OISI- 16R Comments: •water and vapor samples are reported inµg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in}tglwipc. ND means not detected above the reporting limit:NIA means analyte not applicable to this analysis. surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than-1 vol.%sediment;j)reporting limit raised due to high organic content/matrix interference:k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount,n)results are reported on a dry weight basis;p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager 1534 Willow Pass Road.Pittsburg,CA 94565-1701 McCampbell Analytical, Inc Web:www.mccampbell.com E-mail:mainCt;.mccampbell.com "When Ouality Counts" Telephone:677-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project 1D: #7372-01;CCR Date Sampled: 12/03/0.7 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/09/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B AnalyicalMethod: SW82608 WorkOrde.r.. 0712194 Lab ID 0712194-004A Client ID B3-S I Matrix Soil RryReposing ' Compound Concentration* DF t oningm,i, Comuound Concentration DF Acetone ND 1.0 0.05 Acrolein(Novenal) NQ 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl methvl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethanc ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-Butyl alcohol TSA ND 1.0 0.05 n-But I benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 tert-Bur I benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride NDI.0 0.005 Chlorobenzcne ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth I Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3=chloro ro ane ND 1.0 0.005 1 2-Dibromoethane IEQB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene NQ 1.0 0.005 1.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 I 1-Dichloroethane NQ 1.0 0.005 12-Dichloroethane(1.2-DCA) ND 1.0 0.005 I 1-Dichloroethcne ND 1.0 1 0.005 cis-l2-Dichloroethenc ND 1.0 0.005 trans-I 2-Dichloroethene ND 1.0 0.005 1 2-Dichloro ro ane ND I.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 Z 2-Dichloro ro anc ND 1.0 0.005 11-Dichloro ro ene ND 1.0 0.005 cis-1.3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether(DIPE) ND 1.0 0.005 Ethvlbenzene ND 1.0 0.005 Ethyl tert-but I ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 ISODroovlbenzenc ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Methvl-t-butvl ether MTBE ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Methvl-2- cntanone MIBK NQ 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene NQ 1.0 0.1 n-Pro vl benzene ND 1.0 0.005 Styrene ' ND 1.0 0.005 1 112-Tetrachloroethane NQ 1.0 0.005 112.2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethere ND 1.0 0.005 Toluene ND 1.0 0.005 1 2 3-Trichlorobenzene ND 1.0 0.005 1 2 4-Trichiorobenzene ND 1.0 0.005 1.1.1-Trichloroethane ND 1.0 0.005 1.1.2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane ND ).0 0.005 1 2 4-Trimcth lbenzene ND 1.0 0.005 1.3 5-Trimcthvlbenzene ND 1.0 0.005 (.h nriTND S S Surrogate Recoveries %SSI: 90 %SS2: 95 117 6�mmcnts: *water and vapor samples are reported inµg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L.wipe samples inµg/wipe. ND means not detected above the reporting limit;Ni.A means analyte not applicable to this analysis. ;#surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present.i)liquid sample that contains greater than-1 vol.%sediment;j)reporting limit raised due to high organic content/matrix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis;p)sec attached narrative. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager McCamabell Analytical Inc. 1534 Willow Pass Road.Pittsburg,CA 94565-1701 -, ` Web:wwtv.mccamDbell.cnm E-mail:main(aimccampbell.com Ae "When Oualiry Counts" Telephone:877-252-9262 Fax:925-252-9'_69 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Arnbrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GCMS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0712194-005A Client ID B3-S2 Matrix Soil ComR Compound Concentration* DF Limry°ning Compound Concentration* Reposing DF Limit Acetone ND 1.0 0.05 Acrolein Pro enal ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl methyl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.605 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Br moform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone(MEKI ND 1.0 0.02 t-But I alcohol TBA ND 1.0 0.05 n-Butvl benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 tent-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth I Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND I.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 12-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 1.2-Dichloroben enc ND 1.0 0.005 13 Dichlorobcnzcne ND 1.0 0.005 I4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 t 1-Dichloroethane ND 1.0 0.005 1 2-Dichloroethane 1 2-DCA ND 1.0 0.005 I I-Dichloroethene ND 1.0 0.00 cis-l2-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroethene ND 1.0 0.00 1 2-Dichloro ro ane ND 1.0 0.005 1,3-Dichloroproyane ND 1.0 0.005 2 2-Dichloro ro anc ND 1.0 0.005 1 I-Dichloro ro ene ND 1.0 0.00 cis-I 3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichiorooro ene ND 1.0 0.005 Diiso ro vl ether D[PE ND 1.0 0.005 Eth Iberzene ND 1.0 0.005 Ethyl tert-but I ether F-TBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadienc ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 fsoDronvibenzene ND 1.0 0.005 4-isopropyl toluene ND 1.0 0.005 Meth I-t-but 1 ether MTBE ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Methvl-2- entanone M[BK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro vl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 l 1 12-Tetrachloroethane ND 1.0 0.005 1 1.2.2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethcne ND 1.0 0.005 Toluene ND 1.0 0.005 1 23-Tri c h iorobenze n t ND 1.0 0.00 1 2 4-Trichlorobenzene ND 1.0 0.005 1 1 1-Trichloroethane ND I.0 0.005 1.1.2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluorom thane ND 1.0 0.005 12 3-Trichloro ro ane ND 1.0 0.005 l 2 4-Trimethv[benzene ND I.0 0.005 1 3 5-Trimethvlbenzene ND I.0 0.00 vinvi NQ I o 0 005 1 Xylenes N S Surrogate Recoveries(% %SSI: 90 %SS2: 99 o 9 r";. IN Comments: water and vapor samples are reported inµg/L,soil/sludge/solid samples in mg/kg,prod uct/oil!non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit:N/A means analyte not applicable to this analysis. 9 surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i) liquid sample that contains greater than-1 vol.%sediment:j)reporting limit raised due to high organic content/matrix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification N°1644 ., Angela Rydelius,Lab Manager , McCampbell AnalvdcInc.al. 1534 Willow Pass Road.Pirtsburs.CA 94565-1701 Web:�+ww.mccampbeil.com E-mail:main@.mccampbell.com "When Oualiry Counts' Tel Sone:877-252.9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project 1D: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B W'orkOrder: 0712194 Lab ID 0712194-007A Client ID B4-Sl Matrix Soil Reportin¢ Reponing Commund Concentration* DF Limit- Comoound Concentration*1 DF Limir Acetone ND 1.0 0.05 Acrolein(Propenal) ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 cert-Amyl methyl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane NO 1.0 0.005 Bromodichloro ethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.00 2-Butanone(MEK) ND 1.0 0.02 t-Butyl alcohol TBA ND 1.0 0.05 n-Butvl benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 tert-Butvl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvl Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 12-Dibromo-3-chloro ro ane ND 1.0 0.005 ] 2-Dibromoethane EDB ND 1.0 0.005 DibrOrrtomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene ND 1.0 0.005 1,4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1-Dichloroethane ND 1.0 0.005 1 2-Dichloroethane(1,2-DCA) ND 1.0 0.005 I.f-Dichloroethcne ND 1.0 0.005 cis-l2-Dichloroethcne ND 1.0 0.005 trans-1 2-Dichloroethene ND 1.0 0.005 1 2-Dichloro ro ane ND 1.0 0.005 ! 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichlorooro anc ND 1.0 0.005 1 1-Dichloro ro ene ND 1.0 0.005 cis-] 3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether DIPS ND 1.0 0.005 Ethvlbenzene NO 1.0 0.005 Eth I tert-butvl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-14exanonc ND 1.0 0.005 Isopronylbenzene ND 1.0 0.005 4-1sopropyl toluene ND 1.0 0.005 Meth I-t-but l ether MTBE ND 1.0 0.005 Methvlene chloride ND 1.0 0,005 4-Methvl-2- ertanone MiBK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 1 0.1 n-Pro vl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 1 1.1 2-Tetrachloroethane ND 1.0 0.005 1.1, 2.2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1 2 3-Trichlorobenzene ND 1.0 0.005 1 24-Trichlorobenzene ND 1.0 0.005 I 1 1-Trichloroethane ND 1.0 0.005 I 12-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1,2,3-Tri hlororo ane ND 1.0 0.005 12 4-Trimeth Ibenzene ND 1.0 1 0.005 ! 3 5-Trimcihvlbenzene ND1.0 0.005 N, 5 JLLU S Surrogate Recoveries %SS 1: 92 °/SSI 97 Comments: *water and vapor samples are reported in gg/L,so ills ludgelsolid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg/L,wipe samples in gg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. 4 surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than-I vol.%sediment;j)reporting limit raised.due to high organic content/matrix interference;k)reporting limit near.but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results arc reported on a dry weight basis;p)see attached narrative. DHS ELAP Certification N° 1644 Angela Rydelius,Lab Manager McCampbell Analytical, Inc. 1534 Wi:tow Pass Road.Pittsburg.CA 94565-1701 ( Web:www.mccampbel[.com E-mail:main(w,mccampbeil.com "When OualitvCounts" Telephone.877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-011-CCR Date Sampled: 12/03/07' Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GUMS(Basic Target List)* Extraction Method: .SW5030B Analytical Method: SW82608 Work Order: 0712194 Lab ID 0712194-008A Client ID B4-S2 Matrix Soil poniComnound Concentration* DF Limit Comootmd Concentration*1 DF I R`L t;ng Acetone ND 1.0 0.05 Acrolcin Pro nal ND 1.0 0.05 Acrvlonitrile ND 1.0 0.02 ten-Amyl methvl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-Butyl alcohol TBA ND 1.0 0.05 n-Bu I benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 ten-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND. 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvi Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane. ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 12-Dibromo-3-chloro ro ane ND 1.0 0.005 1 2-Dibro ethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 10.005 1,3-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 1 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethene ND 1.0 0.005 1 2-Dichloroethane 12-DCA ND 1.0 0.005 1 1-Dichloroethene ND 1.0 0.005 cis-1.2-Dichloroethene ND 1.0 0.005 trans-l.2-Dichloroethene ND I.0 0.005 I_2-Dichlorol2ropanc ND 1.0 0.005 I -Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ronane ND 1.0 0.005 1 1-Dichloro ro ene ND 1.0 0.005 cis-I 3-Dichloro ro ene ND 1.0 0.005 trans-I 3-Dichloro r enc ND 1.0 0.005 Diiso ro 1 ether DIPE ND 1.0 0.005 Ethvlbenzene 0.012 1.0 0.005 Ethyl tert-butyl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachtorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 Isopropylbenzene ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Meth l-t-but I ether MTBE ND 1'.0 0.005 Methvlene chloride ND 1.0 0.005 4-Methvl-2- entanone MIBK ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro 1 benzene ND 1.0 0.005 Stvrene ND 1.0 0.005 I 1 12-Tetrachloroethane ND 1.0 0.005 1 ! 2 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1 2 3-Trichlorobenzene ND 1.0 0.005 12 4-Trichlorobenzene ND 1.0 0.005 1 1 1-Trichloroethane ND 1.0 0.005 1 1,2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 f 2.3-Trichloro ro anc ND 1.0 0.005 1 2 4-Trimethvlberzene ND 1.0 0.005 1 1 3 5-Trimeth Ibcnzene ND 1.0 0.005 S Q.Qr Surrogate Recoveries %SS 1: 87 %SS2: 93 GM91- 91 Comments: water and vapor samples are reported inµg/L,soil/sludge/solid samples in mg/kg,product/oiI/non-aqueous liquid samples and all TCLP&SPLP extracts are rcported.in mg/L,wipe samples inµg%wipe. ND means not detected above the reporting limit;N!A means analyte not applicable to this analysis. surrogate diluted out of range or coelutes with another peak:&) low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than-I vol.%sediment:j)reporting limit raised due to high organic content/matrix inte:fcrence;k)reporting limit near,but not identical to our standard reporting limit duc to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results arc reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification No 1644 . Angela Rydelius,Lab Manager McCampbell Analytical, Inc. 1534 Willow Pass Road.Pinsburg.CA 94565-1701 Web:www.nccampbell.com E-mail:mainCmccampbeli.com "I.Nben Oualitv Counts" Tele hone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 104I Hook Ave Client Contact: Joe Ambrosin Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab m 0712194-01 OA Client lD BS-S1 Matrix Soil P.�porting iLeyerting Comoound Concentration* DIF Limit Compound Concentration*1 DF Limit Acetone ND 1.0 1 0.05 Acrolein Pro enall ND 1.0 0.05 .Acrylonitrile ND 1.0 0.02 (ori-Amyl methvl ether(TAME) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butano a MEK ND 1.0 0.02 t-But 1 alcohol TBA ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Burv1 benzene ND 1.0 0.005 -tert-Buryl benzene ND 1'.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride NU 1.0 0.005 Chlorobcnzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethv'.Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 -2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 ] 2-Dibromo-3-chloro ro ane ND 1.0 0.005 12-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 I2-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene ND 1.0 0.005 4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 I I-Dichlorocthane ND 1.0 0.005 ! 2-Dichloroethave 1 2-DCA ND 1.0 0.005 1 1-Dichloroethene ND 1.0 0.005 cis-1 2-Dichloroethene ND 1.0 0.005 trans-t 2-Dichloroethene ND 1.0 0.005 1.2-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro ro ane ND I.0 0.005 2.2-Dichloro ro ane ND 1.0 0.005 I.I-Dichloro ro ene ND 1.0 0.005 cis-] 3-Dichlor0ro enc ND 1.0 0.005 trans-1 3-Dichloronro ene ND 1.0 0.005 Diiso ro vl ether DIPS ND 1.0 0.005 Ethvlbenzene ND 1.0 1 0.005 Ethvl tert-butvl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadierc ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND i.0 0.005 .1sopropylbenzene ND 1.0 0.005 4-iso ro vltoluene ND 1.0 0.005 Meth I-t-butvl ether MTBE ND 1.0 0.005 Mcthvlere chloride ND 1.0 0.005 4-Methvl-2- entanonc MIBK ND 1.0 0.005 Na hthale a ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro v1 benzene ND 1.0 0.005 .Styrene ND 1.0 0.005 1 I 1 2-Tetrachloroethane ND 1.0 0.005 1 i 2 2-Tetrachloroethar.e ND 1.0 0.005 Tetrachioroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1.2 3-Trichlorober.zene ND t.0 0.00 1 2 4-Trichlorobenzene ND 1.0 0.005L12.3-Trichicronropane 1-Trichloroethane ND 1.0 0.005 1.1 2-Trichl roethane ND 1.0 0.005chloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 ND 1.0 0.0051 2 4-Tri ethvlberzene ND 1.0 0-005 5-Trimeth lbenzene ND 1.0 0.005 r s Surrogate Recoveries %SSI: 96 %SS2: 99 0 Comments: *water and vapor samplcs are reported inµg/L,soil/sludee/solid samples in mg,'kg,product oil/non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg/L,wipe samples inµ.-/wipe. ND means not detected above the reporting limit;WA means analyte not applicable to this analysis. #surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible shcen/produc(is present;i)liquid sample that contains g-rcater than-I vol.%scdimcnt;j)reporting limit raised duc to high organic content/matrix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry weight basis.p)sce attached narrative. n DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager MCC ampbell AnalVticai Inc. 1534 Willow Pass Road,Pirtsburg,CA 94565-1701 ' Web:www.mccampbell.com E-mail:mainQamccampbell.com "When Oualiry Counts" Telephone:877-252-9262 --ax:935-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Metbod: SW5030B Analytical Method: SWE260B Work Order. 0712194 Lab ID 0712194-011 A Client ID B5-S2 Matrix Soil * Reporting Compound Concenttation* DF RN°s Compound Concentration DF L mit Limit Acetone ND 1.0 0.05 Acrolein Pro ena: ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl methyl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0,005 Bromoform ND 1.0 0-005 Bromomethane ND 1.0 0.005 2-Butanonc MEK ND 1.0 1 0.02 t-Butvl alcohol TBA ND 1.0 0.05 n-But 1 benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 Cert-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND I.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvl vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 12-Dibromo-3-chloro ro ane ND ).0 0.005 12-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 1,3-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene NQ 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Di hloroethane ND 1.0 0.005 t 2-Dichloroethane(1.2-DCA) ND 1.0 0.005 I 1-Dichloroethene ND 1.0 0.005 cis-l.2-Dichloroethene ND 1.0 0.005 trans-l 2-Dichloroethene ND 1.0 0.005 1 2-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro roane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1 1-Dichloro ro enc ND 1.0 0.005 cis-1.3-Dichloro ro enc ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether DIPS ND 1.0 0.005 Eth (benzene ND 1.0 0.005 Ethyl tert-but t ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 'Hexachloroethene ND 1.0 0.005 2-Hexanone ND 1.0 0.005 Isopropylbenzene ND 1.0 0.005 4-Iso ro vltoluene ND 1.0 0.005 Mcthvl-t-butvl ether(MTBE) ND 1.0 0.005 Meth /enc chloride ND 1.0 0.005 4-Meth 1-2- entanone MIBK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Propyl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 t 1 1.2-Tetrachloroethane ND 1.0 0.005 l 1,2,2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethcne ND 1.0 0.005 Toluene ND 1.0 0.005 1 2 3-Trichlorobenzene ND 1.0 0.005 1 2 4-Trichlorobenzene ND 1.0 0.005 1 11-Trichloroethane ND 1.0 0.005 1 12-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2.3-Trich Ioro ro ane ND 1.0 0.005 1 2 4-Trimeth lbenzene NDI.0 0.005 1 3 5-Trimethvlbcnzene ND 1.0 0.005 5 Surrogate Recoveries %Ssl: 90 %SS2: 97 ° Comments: •water and vapor samples are reported inµg/L.soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg/L,wipe samples in u.-/wipc- ND means not detected above the reporting limit;N!A means analyte not applicable to this analysis. surrogate diluted out of range or coclutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present.i)liquid sample that comains greater than-I vol.%sediment;;)reporting limit raised due to high organic contenumatrix interference;k)reporting limit near.but not identical to our standard reporting limit due to variable Encore sample weight: m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis;p)see attached narrative. DHS ELAP Certification No 1644 "� Angela Rydeiius,Lab Manager 1534 Willow Pass Road Pittsburg,CA 94565.1701 McCami}bell Analytical, Inc. 'moi •, Web:www•mecampbell.com E-mail:mainCamccampbell.com "Wben Oualitv Counts" Telephone:877-252-9262 Fax:9t5-252-9169 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O-: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* rE.,racrionMethoci: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0712194-013A Client ID B&S 1 Matrix Soil rfin ComDound Concentration* �ms DF Cornaound Concentration* DF RLimil g Acetone NQ 1.0 0.05 Acrolein(Propenal) NQ 1.0 0.05 Acrvlonitrile PID 1.0 0.02 tert-Am 1 methyl ether TAME ND 1.0 0.005 Benzene NO 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethare ND1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-ButvI alcohol MAI NQ 1.0 0.05 n-But I benzene ND 1.0 0.005 sec-Butyi benzene ND 1.0 0.005 tert-But•I benzene ND 1.0 0.005 CarbQn Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvl Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluenc ND 1.0 0.005 4-Chlorotoluene ND 1.0 0,001; Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 1 2-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 1,2-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene NO 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethane ND 1.0 Q.QQ5 12-Dichloroethane I2-DCA ND 1.0 0.005 1 1-Dichloroethene ND 1.0 0.005 cis-l2-Dichloroethene ND 1.0 0.005 trans-l.2-Dichloroethene ND 1.0 0.005 12-Dichlor ro ane ND 1.0- 0.005 1 -Dichloro ro ane ND 1.0 0.005 2 2-Dichl0r0DrO ane ND 1.0 0.005 1 1-Dichloro ro ene ND 1.0 0.005 cis-1 3-Dichloro ro ene NQ 1.0 0.005 trans-f 3-Dichloro ro cne ND 1.0' 0.005 Diiso ro l ether DIPS ND 1.0 0.005 Eth (benzene ND 1.0 0.005 Ethyl tert-butvl ether{ETRE) ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene NQ 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 Iso roo ]benzene ND 1.0 0.005 4-Iso ro vl toluene NQ 1.0 0.005 Mcth l-t-butvl ether MTBE ND 1.0 0.005 Methvlene chloride ND 1.0 0.005 4-Meth 1-2-ren tanone MIBK ND 1.0 0.005 Naphthalene ND •1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro yl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 1 I 1 2-Tetrachlor4oethane ND 1.0 0.005 1 l 2 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 UOO12 3-Trichlorobenzene ND 1.0 0.005 1 2 4-Trichlorobcnzche ND 1.0 1 1 I-Trichloroethane ND 1.0 0.005 1 ] 2-Trichloroethane ND 1.0 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 1 2 3-Trichloro ro ane ND 1.0 0.005 12 4-Trimethvlbenzene ND 1.0 ] 3 5-Trimethvlbcnzene ND 1.0 0.005 VinvU-Noride NQ -4 1 (0) XvleTLesS Surrogate Recoveries %ss 1: 106 %SS2: 101 98Comments: *.water and vapor samples are reported in.µg/L,soil sludge/solid samples in mg/kg,product oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit:NIA means analyte not applicable to this analysis. P. surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than-1 vol.%sediment:j)reporting limit raised due to high organic content?matrix interference;k)repotting limit.near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised duc to insufficient sample amount:n)results arc reported on a dry weight basis.p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager McCampbell Analytical Inc. 1534 Willow Pass Road,Pittsburg,CA 94565-1701 � ' Web:Aww.mccampbelLcorn E-mail:main`,mccampbell.com "When Oualiry Counts" Telerlione:877.252-9262 Fax:925-252-9369 Purcell Rbodes&Associates Client Project 1D: #7372-01;CCR Date Sampled: i2/03/07 Hangars Date Received: 12/06/07- 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GUMS(Basic Target Lest)* Extraction Merhod:. SW5030B Analytical Method: SW82608 Work order: 0712194 Lab 1D 0712194-014A Client 1D B6-S2 Matrix Soil ComRcpon:ng pound Concentration* DF �;m;, I ComPUponing pound Concentration* DF L,,,,;, Acetone ND 1.0 0.05 Acrolein(Provenal) ND 1.0 0.05 Ac lonitrle ND 1.0 0.02 tert-Amvl methvl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethan e ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-But I alcohol TBA ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 tert-But l benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND ).0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth I Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND l 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 DibromochIoromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 12-Dibromoethane(EDB) ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 I 1-Dichloroethane ND 1.0 0.005 12-Dichloroethane 12-DCA) ND 1.0 0.005 1.1- ichloroethene ND 1.0 0.005 cis-l2-Dichloroethene ND 1.0 0.005 trans-I 2-Diehloroethene ND 1.0 0.005 1 2-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1 I 1-Dichloro ro ene ND l.0 0.005 cis-l.3-Dichloro ro ene ND 1.0 0.005 trans-l.3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether D1PE 'ND 1.0 0.005 Ethvlbenzene ND 1.0 0.005 1 Ethyl tert-bu:vl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 Iso ro"v!benzene ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Methvl-t-butvl ether MTBE ND 1.0 0.005 Methvlene chloride ND 1.0 0.005 4-Meth 1-2- entanone(MIBK) ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro v1 benzene ND 1.0 0.005 Stvrcne NO 1.0 0.005 1.1 12-Tetrachloroethane ND 1.0 0.005 1 1 _2,2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 D.OD5 Toluene ND 1.0 0.005 1 2 3-Trichloroben7.ene ND 1.0 0.005 1 2 4-Trichlorobenzcre ND 1.0 0.005 111-Trichloroethane ND 1.0 0.005 1 l 2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane ND 1.0 0.005 l 2 4-Trimethv[benzene ND 1.0 0.005 1.3 5-Trimethv[benzene ND I.0 0.005 S S Surrogate Recoveries IMS 1: 102 %SS2: 99 0 Comments: *water and vapor samples are reported in lag/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L.wipe samples in ug/wipe. ND means not detected above the reporting limit:N/A means analvtc not applicable to this analysis. 9 surrogate diluted out of range or coclutes with another peak:&),ow surrogate due to matrix interference. h)lighter than Water immiscible sheen/product is present;i)liquid sample that contains greater than-I vol.%sediment:j)reporting limit raised due to high organic content/matrix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight. m)reporting limit raised due to insufficient sample amount;n)results arc reported on a dry weight basis;p)see attached narrative. DRS FLAP Certification N 1644 _ Angela Rydelius,Lab Manager McCampbeil Analylieai, Inc. 1534 Wil low Pass Road-Pittsburg,CA 94W-1701 Web:www.mccampbell.com E-mail:main(amccampbell.com "When Oualiry Counts" Tcle hone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12103/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order: 0712194 Lab ID 0712194-016A Client ID B7-S1 Matrix Soil Reposing posing Comnound Concentration* DF' t;m;, ComRe pound Concentration* DF Acetone ND 1.0 0.05 Acrolein(Propenal) ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Am I methyl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.00 Bromoch loro methane ND 1.0 0.005 Bromodichloromethare ND 1.0 0.00 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEIC ND 1.0 0.02 (-Butyl alcohol(TBA) ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 cert-Butyl benzene NO 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth 1 Vinvi Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 1 2-Dibromoethane i E 6) ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.00 1-3-Dichlorobenzene ND 1.0 0.005 1.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1.1-Dichloroethare ND 1.0 0.005 1 2-Dichloroethane 12-DCA ND 1.0 0.005 1.1-Dichloroethene ND 1.0 0.005 cis-1.2-Dich)orocthene ND ;.0 0.005 trans-1-2-Dichloroethene ND 1.0 0.005 1,2-Dichloro ro anc ND 1.0 0.005 13-Dichloro ro ane ND 1. 0.005 2 2-Dichloro ro ane ND 1.0 0.005 'I.1-Dichloro ro ene ND 1.0 0.005 cis-1 3-Dichloro ro enc ND 1.0 0.005 trans-I 3-Dichloro ro er.e ND 1.0 0-005 Diiso ro I ether DIPS N }.D 0.005 Eth !benzene ND 1.0 0.005 Ethyl tert-butvl ether ETRE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane NO 1.0 0.005 2-Hexar.one ND 1.0 0.005 Isonro vlbenzene ND 1.0 0.005 4-1sooro vl toluene ND 1.0 0.005 Methvl-t-butvl ether MTBE ND 1.0 0.005 Mcthvlenc chloride ND 1.0 0.005 4-Meth 1-2- entanone MIRK ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro l benzene NO 1.0 0.005 Stvrene ND 1.0 0.005 1 1 12-Tetrachloroethane ND 1.0 0.005 1 12 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1 2 3-Trichlorobenzene NQ 1.0 0.005 l 2 4-Trichlorobenzene ND 1.0 0.005 1 11-Trichloroethane ND 1.0 0.005 ! 1.2-Trichloroethane ND 1.0 0.005 Trichloroethene NQ 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 12 3-Trichloro ro ane ND 1.0 0.005 1.2 4-Trimeth lbenzene ND 1-0 0.005 13 5-Trimethvlbcnzenc ND I.0 0.005 ; S XvlLnge, S 5 Surro ate Recoveries %SS 1: 95 %SS2: 97 o Z. Comments: water and vapor samples are reported in ug/L,soil/sludge/solid samples in mglkg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in pg/wipe.' ND means not detected above the reporting limit:N/A means analyte not applicable to this analysis. #surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present.i)liquid sample that contains greater than-1 VOL%sediment;j)reporting limit raised due to. high organic content/matrix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore'sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weighs basis;p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager nZcCampbCll Analytical, Inc. 1534 Willow Pass Road.Pittsburg,CA 94565-1701 Web:www,mccampbell.com E-mail:main`rumccampbell.com "When Quality Counts' Telephone:87?-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project 1D: 47372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosin Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* [ExtracrionMerhodf SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0;12194-017A Client ID B7-S2 Matrix Soil RCponins Rcponirg Comoound Concentration* DF Limit Compoundation DF Concentr * Limit Acetone ND 1.0 0.05 Acrolein(Propenal) ND I.0 0.05 Acrylonitrile ND 1.0 0.02 tent-Amyl methyl ether(TAME) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 BromochIoromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Brom form ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-13utanone MEK ND 1.0 0.02 t-ButvI alcohol TBA NDl 0 0.05 n-Bute!benzene ND 1.0 0.005 sec-Butyl benzene ND 1,0 0.005 ten-Butvl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzcae ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvl Vinyl ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethare ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 12-Dibromo-3-chloro ro ane ND 1.0 1 0.005 1 2-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 1,2-Dichlorobenzene ND I.0 0.005 13-Dichloroben2ene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1.1-Diehl roethane ND 1.0 0.005 1 2-Dichloroethane f 12-DCA ND 1.0 0.005 I.1-Dichloroethene ND 1.0 0.005 cis-1,2-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroethene ND 1.0 0.005 1 2-Dichloro ro anc ND 1.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro anc ND 1.0 0.005 1 1-Dichloro ro ene ND 1.0 0.005 cis-1 3-Dichloro ro ene ND l.0 0.005 trans-1 3-Dichloro ro cne ND ).0 0.005 Diiso rn vl ether DIPS ND 1.0 0.005 Eth !benzene ND 1.0 0.005 Ethvl tent-butyl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachlorocthane ND 1.0 1 0.005 2-Hexanone ND 1.0 0.005 Iso ro vlbenzene ND 1.0 10.005 4-1so ro vl toluene ND I.0 0.005 Methvl-t-butvl ether MTBE ND 1.0 10.005 Methvlene chloride ND 1.0 0.005 4-Methvl-2- entanone MIBK) ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND I.0 0.1 n-Prop I benzene ND 1.0 0.005 Stvrene ND 1.0 0.005 1 1 1.2-Tetrachloroethane ND 1.0 0.005 1 1,2,2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.m Toluene ND 1.0 0.005 1 2 3-Trichlorobenzene ND 1.0 0.005 1 2 4-Trichlorobenzene ND 1.0 10.005 1 1 1-Trichloroethane ND 1.0 0.005 1 12-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2.3-Trichloro ro ane ND 1.0 0.005 12,4-Trimethvlbcnzcne ND 1.0 0.005 1 3.5-Trimethvlbcnzcne ND 1.0 0.005 S Surrogate Recoveries %SSI: 98 %SS2: 97 % Comments: *water and vapor samples are reported in gg/L,soil/sludge/solid samples in mg/kg,product/oilIron-aqueous liquid saiplcs and all TCLP&SPLP extracts are reported in mg/L,wipe samples in pg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. #surrogate diluted out of range or coeluics with another peak:&)low surrogate due to matrix interference. h)lighter than water irnmisciblc sheen/product is present; i)liquid sample that contains greater than-I vol. %sediment;j)reporting:imit raised due to high organic content matrix interference; k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results arc reported on a dry weight basis:pl see attached narrative. DHS ELAP Certification No 1644 Angela Rydelius,Lab Manager McCamnbell Analytical. Inc. 1534 Willow.Pass Road.Pittsburg,CA 94565-1701 Web:wwa.mccampbell.com E-mail:main@.-mccampbeli.com "When Oualiry Counts" Telephone:8 7 7-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: 7372-01;CCR Date Sampled: I2/03/07 Hangars Date Received: 17106/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant HiII,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B AnatyticalMethod: SW8260B WotkOrder. 0712194 Lab ID 0712194-019A Client ID B8-S1 Matrix Soil Reporing Reporting Compound Concentration* DF Limit Compound Concentration* DF Limit Acetone ND 1.0 0.05 Acrolein(Propenal) ND 1.0 0.05 Acrvionitriie ND 1.0 0.02 cert-Amyl methvl ether(TAME) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromoberzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone fMEK ND 1.0 0.02 t-BurvI alcohol TBA ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-But i benzene ND 1.0 0.005 tert-But I benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 10.005 Chlorobenzene NO 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth I V invl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotolaene ND 1.0 0.005 Dibromochioromethane ND 1.0 0.005 12-Dibromo-3-chloro ro ane ND I.0 0.005 12-Dibromoethane(EDS) ND 1.0 0.005 Dibromomethane ND 1.0 0.005 1,2-Dichlorobenzene ND 1.0 0.005 1.3-Dichlorobenzene ND 1.0 0.005 1.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 I 1-Dichloroethane ND 1.0 0.005 12-13ichloroethane 12-DCA ND 1.0 0.005 i 1-Dichloroethene ND 1.0 0.005 cis-1.2-Dictloroethene ND 1.0 0.005 trans-l.2-Dichloroethene ND 1.0 0.005 12-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1.1-Dichloro ro ene ND 1.0 0.005 cis-1.3-Dichloro ro ene ND 1.0 0.005 trans-I 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether DIPS ND 1.0 0.005 Ethvibenzene NQ 1.0 0.005 Eth i ten-b:ttvl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane NQ 1.0 10.005 2-Hexanore ND 1.0 0.005 Iso ro vlbenzene ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Methvi-t-but 1 ether MTBE ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Methyl-2- entanone MIRK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Propylbenzene ND 1.0 0.005 Stvrene ND 1.0 0.005 1.1 12-Tetrachloroethane ND 1.0 0.005 I 1 2 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 3 2 3-Trichlorobenzene ND 1.0 0.005 1 2.4-Trichlorobenzene ND 1.0 0.005 1 J I-Trichloroethane ND 1.0 0.005 1 12-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichl rofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane ND 1.0 0.005 1 4-Trin,ethvlbenzene ND I.0 0.005 13.5-Trim cthv lbenz ene ND 1.0 0.005 A 5 Surrogate Recoveries %) %SS1: 98 %SS2: 98 99Comments: *water and vapor samples are reported inµg/L,soil/sludgc/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCL?&SPLP extracts are reported in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. 4'surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix intcrfcrence. h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than-1 vol."o sediment.j)reporting limit raised due to high organic content/matrix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis.p)sec attached narrative. DHS ELAP Certification N° 1644 Angela Rydelius,Lab Manager ' McCampbell Analyrtica.l, Inc. 1534,Willou•Pass Road.Pinsburg,CA 94565-1701 Web:www.mccampbellxom E-nail:mainCmccampbell.com Ale "When Oualiry Counts" Tele hone:877.252-9262 Fax:925-252.9269 Purcell Rhodes&Associates Client Project ID: .#73 72-01;CCR ,: Date Sampled: 12/03/07 Hangars Date Received: 1'2/06/07 1041 Hook Ave Client Contact: Joe Atnbrosino Date Extracted: 12/07/07 . Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: S W9260B Work Order: 0713194 Lab ID 0712194-020A Client ID r B8-S2 Matrix Soil Comnound Concentration* DF R�t z Comoound Concentration* DF Rc trts Acetone ND 1.0 0.05 Acrolein Pro anal ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tart-Amyl rnethvl ether TAME ND 1.0 0,005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Brorrochloromethane ND 1.0 0.005 Bromodichioromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-But I alcohol TBA ND 1.0 0.05 n-But 1 benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 tert-Butvi benzene ND 1.0 0.005 Carbon Disulfidc ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane NQ 1.0 0.005 2-Chloroeth 1 Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chioromethane ND 1.0 0.005 2-Chiorotolucne v ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND I.Q. 0.005 1 2-Dibrom - -chloro ro ane ND 1.0 0.005 t 2-Dibromoethane(EDS) NQ 1.0 0.005 Dibromomethane ND 1.0 10.005 12-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene ND 1.0 10.005 1.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 I 1-Dichloroethane ND 1.0 0.005 1 2-Dichloroethane 1.2-DCA ND 1.0 0.005 1 1-Dichloroethene ND 1.0 0.005 cis-1 2-Dichloroethen: ND 1.0 0.005 trans-I 2-Dichloroethene ND 1.0 0.005 i 2-Dichloro ro ane ND 1.0 0.005 1.3-Dichloronropane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 11-Dichloro ro ene ND 1.0 0.005 cis-I 3-Dichloro ro ene ND 1.0 0.005 trans-l.3-Dichlorooro ene ND 1.0 0.005 Diiso ro vl ether DIPS ND 1.0 0.005 Eth (benzene ND 1.0 0.005 Ehvi tert-but I ether(ETBE) ND 1.0 0.005 ` Freon 113 ND 1.0 0.1 Hexachiorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 1 0.005 2-14exanone ND 1.0 0.005 lsopropylbcnzene ND 1.0 0.005 4-1so ro Itoluene ND 1.0 0.005 Methyl-t-but I ether MTBE ND 1.0 0.005 Methvlene chloride ND 1.0 0.005 4-Meth I-2- entanone MIBK ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro vi benzene ND 1.0 0.005 Stvrene ND 1.0 0.005 I ],.1.- 2-Tetrachloroethane ND 1.0 0.005 11.2 2-Tetrachloroethane ND 1.0 0,005 1 Terrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1 1 2 3-Trichlor benzene ND 1.0 0.005 1.2.4-Trichlorobenzene ND 1.0 0.005 1 1.1-Trichloroethane ND 1.0 0.005 I I2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane ND 1.0 0.005 12.4-Trimethvlbcnzenc ND 1.0 0.005 1 3 5-Trimcthvlbenze a ND 1.0 0.005 S v S Surrogate Recoveries(% %SS 1: 96 %SS2: 97 097 Comments: *water and vapor samples are reported inµg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrix interference. h) lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than-1 vol.%sediment:i)reporting limit raised due to high organic content/matrix interference:k)repotting limit near,but not identical to our standard reporting limit due to variable Encore sample weight: m)reporting limit raised due to insufficient sample amount:n)results arc reported on a dry weight basis;p)see attached narrative. DHS ELAP Certification No 1644 Angela Rydelius,Lab Manager ' . 1534 Willow Pass Road.?ittsburg.CA 94565-1701 McCamubell Analytical, Inc Web:www.mccampbell.com E-mail:mainCmccampbell.com "When Oualiry Counts" Telephone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-0I.CCR Date Sampled 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambi•osino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0712194-022A CIient ID B9-S1 Matrix soil Cornnound ConcentrationDf ttm;ns Compound Concentration* DF Lim Acetone ND NO 0.05 Acrolein Provenal ND 1.0 0.05 Acrylonitrile ND 0.02 tert-Am 1 methvl ether TAME ND 1.0 0.005 Benzene ND 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 0.005 Bromodichloromethane ND 1.0 0.005 Bromofor ND 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 0.02 t-But I alcohol TBA ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Butvl benzene ND 1.0 0.005 tert-Butyl benzene ND 1.0 1 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethy I Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorototuenc ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 112-Dibromo-3-chloro ro ane ND 1.0 0.005 1 2-Dibromoethane EDB ND 1.0 0.005 Dibromomeihane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 1,3-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 LI-Dichloroethane ND 1.0 0.005 1 2-DiChIOrOethane(1 2-DCA) KD 1.0 0.005 1 1-Dichloroethane ND 1.0 0.005 cis-l2-Dichloroethene ND 1.0 0.005 trans-I 2-Dichloroethene ND 1.0 0.005 -U-Dichloronro ane ND 1.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1 1-Diehl ro ro ene ND 1.0 0.005 cis-1 3-Dichloro ro ene ND 1.0 0.005 trans-1.3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether(DIPS) ND 1.0 0.005 Eth lbenzene ND 1.0 0.005 Ethyl cert-butyl ether f ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadicne ND 1.0 0.005 Hexachloroethane ND 1.0 0,005 2-Hexanone ND 1.0 0.005 Isoprooylbenzene ND 1.0 0.005 4-1sopropyl toluene ND 1.0 0.005 Meth 1-t-butvl etherfMTB ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Methvl-2- er.tanone MIBK ND 1.0 0.005 Na hthalene ND ).0 0.005 Nitrobenzene ND 1.0 0.1 n-Propvl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 1-1 f 2-Tetrachloroethane ND 1.0 0.005 12 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1 2.3-Trichlorobenzene ND 1.0 0.005 1 24-Trichlorobenzene ND 1.0 0.005 I { 1-Trichloroethane ND 1.0 0.005 11.2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND I.0 0.005 1 2 3-Trichloro ro ane ND 1.0 0.005 12 4-Trirn eLhv lbenzene ND 1.0 0.005 1 35-Trim etbvibenz ene ND 1.0 0.005 N D 10 U.QD 5 xvleneg G Surrogate Recoveries %SSI: 97 %SS2: 98 %g"3- Comments: "water and vapor samples are reported inµg/L,soil/sludge/so:id samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L.wipe samples inµg/wipe. ND means not detected above the reporting limit:NIA means analyte not applicable to this analysis. surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i)liquid sample that contains greater than -1 vol.%sediment;l)reporting limit raised due to high organic content/matrix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification NO 1644 Angela Rydelitts,Lab Manager McCampbell Analytical, Inc. 1534 Willow Pass Road,Pittsburg,CA 94565-1701 Web:www.mccampbell.com E-mail:mainCmccampbcli.com "When Ouaiiry Counts" Tel hone:877-251-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project 1D:' 47372-01 CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10,107 Volatile Organics by P&T and GUMS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW826013Work Order: 0711-194 Lab ID 0712194-023A Client ID B9-S2 Matrix Sot? ComDound lConcentration* DF Rryon°� Cornnound ICowenvati,n* DF I km-. epo ng Acetone ND 1.0 0.05 Acrolein Prooenal ND 1.0 0.05 Acrvlonitrilc ND 1.0 0.02 tert-Am l,methvl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK NQ 1.0 0.02 t-Butyl alcohol TBA ND 1.0 1 0.0 n-Butyl benzene ND 1.0 0.005 sec-Butvl benzene ND 1.0 0.005 tert-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1,0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroe'thvl Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 1 4-Chlorotoluene ND 1.0 1 0.005 Dibromochloromethane ND 1.0 0.005 1 12-Dibromo-3-chloro ro ane ND 1.0 0.005 12-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1,0 0.005 12-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane NO 1.0 0.005 I 1-Dichloroethane ND 1.0 0.005 12-Dichibroeth2ne 12-DCA ND 1.0 0.005 I 1-Dichloroethene ND 1.0 0.005 cis-1 2-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroethene ND 1.0 0.005 12-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro ro ane NO 1.0 0.005 2.2-Dich10ro ro ane ND 1.0 0.005 1.1-Dichloro ro cne ND 1.0 0.005 cis-1 3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichloro ro ere ND 1.0 .0.005 Diiso ro vl ether DIPS ND 1.0 0.005 Ethvlbenzenc ND 1.0 0.005 Ethyl tort-butyl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadicne ND 1.0 0.005 Hexachioroethane ND !.0 0.005 2-Hexanone ND 1.0 0.005 Iso ro PY Ibenzene NQ 1.0 0.005 Zlso ra vl toluene ND 1.0 0.005 Methvl-t-butvl ether MTBE ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Mcthvl-2- entanone MIBK ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro vl benzetie ND 1.0 0.005 Stvrcne ND 1.0 0.005 ! 1.1.2-Tetrachloroethane ND 1.0 0.005 112 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene N'D 1.0 0.005 Toluene ND 1.0 0.005 i 2 3-Trichlorobenzene ND 1.0 0.005 1 2 4-Trichlorobenzene ND 1.0 0.005 ] 1 1-Trichloroethane ND 1.0 0.005 1.1 2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichioro ro aneND 1.0 0.005 ! 2 4-Trimeth lbcnzene ND 1.0 0.005 1 3 5-Trimeth lbenzene ND 1 1.0 0.005 vND 1 05XvIggg. NQ I I o .1 00os Surroe2te Recoveries %SSI: 102 %SS2:' 100 0 Comments: "water and vapor samples are reported in pg/L.soil/sludge/solid samples in mg/kg.product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L:,wipe samples in gg/wipe. ND means not detected above the reporting limit;N;A means analyte not applicable to this analysis. #surrogate diluted out of range or eoclures with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i) liquid sample that contains,greater than-1 vol-%sediment:j)reporting iirnit raised due to high organic con[cntimairix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight: m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis;p)see attached narrative. DHS ELAP Certification N° 1644 'A_ Angela Rydelius,Lab Manager 1534 Willow Pass Road.Pittsbur_,CA 94565-1701 McCampbell Analytical, Inc. Web:www•.mccampbell.com E-mail:main @mccampbell.com "When Oualiry Counts" Telephone:877-352-9262 Fax:925-252.9369 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW50308 Analytical Method: Sw8260B Work Order. 0712194 Lab ID 0712194-025A Client ID B10-SI Matrix Soil . Compound Concentration' DF RcLom,R Compound lConcentration*1 DF I R`Lpoi,�;,g Acetone ND 1.0 0.05 .Acrolein Pr ena! ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl methyl ether TAME ND 1.0 0.005 Benzene ND l.0 0.005 BTOmobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Brornomethane ND 1.0 0.005 2- utanone MEK ND 1.0 0.02 t-But�l alcohol(TEA) ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Butvi benzene ND 1.0 0.005 tert-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane NO 1.0 0.005 2-Chloroeth 1 Vtnvl Ether ND 1.0 0.01 Chloroform ND I.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 12-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 1,3-Dichlorobenzene ND 1.0 0.005 1.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethane ND 1.0 0.005 12-Dichloroethane(1,2-DCA) ND 1.0 0.005 1.1-Dichioroethene ND 1.0 0.005 cis-l2-Dichloroether.e ND 1.0 0.005 trans-I 2-Dichloroethene ND 1.0 0.005 1 2-Dichlorooronane ND 1.0 0.005 13-Dichloro ro ane ND 1�0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1.1-Dichloro ro ene ND 1.0 0.005 cis-1 3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether DIPS ND 1.0 0.005 Ethvlbenzer.e ND 1.0 0.005 1 Ethyl tert-butyl ether(ETBE) ND 1.0 0.005 Freon 113 ND 1.0 0.! Hexachlorobutadiene ND 1.0 0.005 Hcxachioroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 lso ro vlbenzene ND 1.0 0.005 4-1so ron I toluenc ND 1.0 0.005 Meth l-t-butvl ether MTBE ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Methvl-2- entanone MIBK ND 1.0 0.005 Naphthalene ND i.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pronvi benzene ND 1.0 0.005 Stvrene ND 1.0 0.005 1 1 1!2-Tetrachloroethane ND 1.0 0.005 I ! 2 2-Tetrachloroethane ND 1.0 0.005 Tetra chloroethene ND ).0 0.005 Toluene ND 1.0 0.005 1.2 Trichlorobenzene ND 1.0 0.005 1 2 4-Trichlorobenzene ND 1.0 0.005 1 1 1-Trichloroethane ND 1.0 0.005 112-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 f 2 3-Trichloro ro ane ND 1.0 0.005 1 2 4-Trimeth lbenzene ND 1.0 0.005 1.3.5-Tri methv]benzene ND 1.0 0.005 Surrogate Recoveries %SSI: 93 %SS2: 98 0 Comments: water and vapor samples are reported inµg/L.soil/sludge/solid samples in mg/kg.product'oil/non-aqueous liquid samples and all TCLP& SPLP extracts are reported in mg/L,wipe samples inµ.!wipe. ND means not detected above the reporting limit:N/A means analyte not applicable to this analysis. surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrix intcrferenec. h)lighter than water immiscible sheen/product is present.i)liquid sample that contains greater than-1 vol.%sediment:j)reporting_limit raised due to high organic content/matrix interference;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry weight basis:p)sce attached narrative. a^ DHS FLAP Certification N° 1644 Angela Rydelius,.Lab Manager , . 1534 Willow Pass Road.Pittsburg.CA'94565-1701 jVlcCampbell AnalyticalInc Web:www.mccampbell.com E-mail:mainCw,mccampbell.com "When Oualiry Counts" Telc hone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #,27372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 17/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analy-6ralMethod: SW8260'B Work Order. 0712194 Lab ID 0712194-026A Client ID Bio-S2 Matrix Soil Reporting R-peeing Comnound Concentration* DF �;m;, Cornnound Concent anon* DF L;�;, Acetone ND 1.0 0.05 Acrolcir. Pro enal ND 1.0 0.05 Acrylonitrile ND l.0 0.02 tcrt-Am v!methyl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Brotttobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichlorcmethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Brorhomethane ND 1.0 0.005 2-Butanone MEK) ND 1.0 0.02 t-8titvl alcohol TBA ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 tort-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth 1 Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 10.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 1.2-Dioromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dich(orobenzene ND 1.0 0.005 1.3-Dichlorobenzene ND 1.0 0.0051 1.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1.1-Dichloroethane. ND 1.0 0.005 1 2-Dichloroethane 12-DCA ND 1.0 0.0051 1.1-Dichloroethene ND 1.0 0.005 cis=12-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroethene ND 1.0 0.005 ! 2-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 2,2-Dichloro ro ane ND 1.0 0.005 1 1-Dichloro ro ene ND 1.0 0.005 cis-1 3-Dichloronro ene ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Diiso ro v)ether DIPS ND 1.0 0.005 Eth lbenzene ND 1.0 0.005 Ethyl tert-but I ether ETRE ND 1,0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadicne ND 1.0 0.005 Hexachloroethane ND 10 0.005 2-Hcxanone ND 1.0 0.005 Iso ro vlbenzene ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Methvl-t-butyl ether MTBEND 1.0 0.005 Methvlcne chloride ND 1.0 0.005 4-Methvl-2- entanone(MIBK) ND 1.0 0.005 Na hthaltne ND 1.0 0.005 Nitrobenzene ND 1.0 D.1 n-Pro vl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 ! I 1 2-Tetrachloroethane ND 1.0 0.005 1 1-2 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1,2.3-Trichlorobenzene ND 1.0 0.005 l 24-Trichiorobenzene ND 1.0 0.005 11' 1-Trichloroethane ND 1.0 0.005 1 1.2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 i 2 3-Trichloro ro ane NQ 1.0 0.005 1 2 4-Trimethvlbenzene ND 1.00.005 1 3 5-Trimethvlbcnzcne ND 1.0 0.005 Vinyl Chloride r Surrogate Recoveries % %SSI: 108 %SS2: 10) 0109 Comments: 'water and vapor samples are reported inµg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit:NiA means analyte not applicable to this analysis. surrogate diluted out of range or coclutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i)liquid sample that contains greater than-1 vol.%sediment:j)reporting limit raised due to high organic contentimatrix interference:k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight: m)reporting limit raised due to insufficient sample amount;a)results are reported or.a dry weight basis,p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager 1534 Willow Pass Road.Pittsburg.CA 94565-1701 i McCampbell Analvtieal, Inc. Web:www.mccanpbelf.com E-mail:mainC?mcczmpbell.com "When OualirvCounts" Telephone:877-252-9261- Fax:925-352-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled. 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW503013 Analytical Method: SW8260B Work Order: 0712194 Lab ID 0712194-028A Client ID T311-SI Matrix Soil 'Ton � Reporting Comuound Concentration* DF u;,n;t Compound Concentration* DF I;,,;, Acetone ND 1.0 0.05 Acrolcin(Propenal) ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl tnethvl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichlor methane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone K ND 1.0 0.02 t-Bu[ I alcohol(TBA) ND 1.0 0.05 n-But I benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 -tcrt-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzenc ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth l Virvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotolucnc ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 1.2-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 1.3-Dichlorobenzene ND 1.0 0.005 [.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethane ND 1.0 0.005 [ 2-Dichloroethane 1.2-DCA ND 1.0 0.005 1 ]-Dichloroethene ND 1.0 0.005 cis-12LDiehloroethene ND 1.0 0.005 trans-1 2-Dichloroethene ND 1.0 0.005 12-Dichloro ro ane ND 1.0 0.005 13-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1.1-Dichloro ro ene ND 1.0 0.005 cis-] -Dichloropiropenr ND 1.0 0.005 trans-l 3-Dichloro ro ene ND 1.0 0.005 Diiso 'ro 1 ether DIPE ND 1.0 0.005 Eth lbenzene ND 1.0 0.005 Ethyl tent-but )ether(ETB1 ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 [soprarivibenzene ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Meth 1-t-bu I ether MTBE ND 1.0 0.005 Meth•lene chloride ND 1.0 0.005 d-Meth t-2- entanone MIBKI ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro6vl benzene ND 1.0 0.005 Stvrcne ND 1.0 0.005 1-1 12-Tetrachloroethane ND I.0 0.005 f 1 2 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 12 3-Trichlorobenzene ND 1.0 0.005 1.2,4-Trichlorobenzene ND 1.0 0.005 l I 1-Trichloroethane ND 1.0 0.005 1 12-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane IT'D 1.0 0.005 tI.2.4-Tr,'metfivlb,-nzer.e ND 1.0 0.005 1.3 5-Trimethvlbenzcne ND I.0 0.005 5 S Surro ate Recoveries °/.S 1: 98 %SS2: 97 Sments: •water and vapor samples are reported inµg/L,soilisfudge/solid samples in mg/kg,product/oiUnion-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg/L,wipe samples in pg!wipe. ND means not detected above the reporting limit;NIA means analyte not applicable to this analysis. surrogate diluted out of range or cociutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is preseric))liquid sample that contains greater than-I vol.%sediment: i)reporting limit raised due to high organic content/matrix interference;k)reporting limit near,but not identical to.our standard reporting limit duc to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry weight basis;p)scc attached narrative. DHS ELAP Certification No 1644 ,. Angela Rydelius,Lab Manager ' 1534 Winos•Pass Road,Pittsburg,CA 94565-1701 McCampbell Analytical. Inc. Web:www.rrccampbell.com E-mail:mainCaimccampbell.com "When Ouaiiry Counts" Telephone:877-252-9262 Fax:925-252-9269 Purcell Rbodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 17/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GUMS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0712194-029A Client M Bl l-S2 Matrix Soil R poM1ioF L Cotnoound Concentration* DF L,m;, Compound Concentration* DF "'i " L;m;, Acetone ND 1.0 0.05 Acrolein(Propenal) ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl methvl ether(TAME) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 -Butanone MEK ND 1.0 0.02 t-But 1 alcohol TBA ND 1.0 0.05 n-Butvl benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 tort-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvl Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND Lo 0.005 1.2-Dibromo-3-chloro ro p an ND 1.0 lo.m 12-Dibrornoethane(EDBI ND 1.0 0.005 Dibromometh ne ND 1.0 0.005 I2-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene ND l.0 0.005 [ 4-Diehl robenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0. 0.005 1 1-Dichloroethane ND 1.0 0.005 1.2-Dichloroethane 12-DCA ND 1.0 0.005 1 I-Dichlorocthene ND 1.0 0.005 cis-l.2-Dichloroethene ND 1.0 0.005 trans-! 2-D;chloroetbene ND 1.0 0.005 1.2-13ichloroi3rorane ND 1.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND I.0 0.005 I 1-Dichloro ro ene ND 1.0 0.005 cis-1 3-Dichloro ro er.e ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether DIPS ND 1.0 0.005 Ethvlbenzene ND 1.0 0.005 Ethyl tett-butyl ether ETBE Nb I.o 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 fso ro lbcnzene ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Methvl-t-butvl ether MTBE ND 1.0 0.005 Meth lenc chloride ND 1.0 0.005 4-Methvl-2 entanone MIBK1 ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Propyl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 1 1 12-Te Ira chIorocthanc ND 1.0 o-005 1 12 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 l 2 3-Trichlorobenzen: ND 1.0 0.005 f 2 4-Trichlorobenzene ND 1.0 0.005 ! 3 1-Trichloroethane ND 1.0 0.005 l 1.2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane ND 1.0 0.005 1 2 4-Trimeth lbenzcne ND 1.0 0.005 1 3.5-Trimethv[benzene NDI.0 0.005 r Surrogate Recoveries %SSI: 95 %SS2: 97 0 Comments: *water and vapor samples are reported inµg/L.soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are repotted in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit:N/A means analyte not applicable to this analysis. #surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present;i) liquid sample that contains greater that,-I voi.%sediment;j)reporting limit raised due to high organic content/matrix interference;k)reporting limit near•but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis:o)see attached narrative. DHS ELAP Certification No 1644 ? Angela Rydelius,Lab Manager .r 1534 Willow Pass Road,Pittsburg,CA 94565-1701 McCampbell Analvtical, Inc Web:uww.mccampbell.com E-mail:mainCa!mccampbell.com +. "Wher.Ouali vCounts" Telephone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled. 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ainbrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0712194-031A Client ID B 12-S I Matrix Soil Compound Concentration* DF R` m; Compound Concentration* DF R`�m"s Acetone ND 1.0 0.05 Acrolein(Propenal) NO 1.0 0.05 Acrvloritrile NO 1.0 0.02 tort-Amyl methyl ether(TAME) NO 1.0 0.005 Benzene NO 1.0 0.005 Bromobenzene NO 1.0 0.005 Bromochloromethane NO 1.0 0.005 Bromodichloromethane NO 1.0 0.005 Bromoform NO 1.0 0.005 Bromomethane ND 1.0 0.005 2-Buta one MEK NO I.0 0.02 t-Butvl alcohol TBA NO 1.0 0.05 n-Butv'1 benzene NO 1.0 0.005 sec-Butvl benzene NO 1.0 0.005 tern-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene NO 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvl Vinvl Ether IT'D 1.0 0.01 Chloroform NO 1.0 0.005 Chloromethane NO 1.0 0.005 2-Chlo otoluene NO 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane NO 1.0 0.005 12-Dibromo-3-chloro ro ane NO 1.0 0.005 1 2-Dibromoethane EDB NO 1.0 0.005 Dibromomethane ND 1.0 0.005 1,2-Dichlorobenzene NO 1.0 0.005 -1-3-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane NO 1.0 0.005 1 I-Dichloroethane ND 1.0 0.005 12-Dichl0roethane 12-DCA NO 1.0 0.005 l 1-Dichloroethene NO 1.0 0.005 cis-1 2-Dichloroethane NO 1.0 0.005 trans-1 2-Dichloroethene NO 1.0 0.005 1 2-Dichloro ro ane NO 1.0 10.005 13-Dichl0r2ro ane NO 1.0 0.005 2 2-DichIgIc ro ane NO I.0 0.005 1 I-Dichloro ro ene NO 1.0 0.005 cis-1.3-Dichloro ro ene NO 1.0 0.005 trans-13-Dichlorol3roPenc NO 1.0 0.005 Diiso ro l ether(DIPE) NO 1.0 0.005 Eth lbenzene ND 1.0 0.005 Ethvl Cert-butv]ether ETBE NO 1.0 0.005 Freon 113 NO 1.0 0.1 Hexachlorobutadiene NO 1.0 0.005 Hexachloroethane ND i.0 0.005 2-Hexanone NO 1.0 0.005 Isoprortylbenzcne NO 1.0 0.005 4-Iso ro vl toluene NO 1.0 0.005 Meth I-t-but I ether MTBE ND 1.0 0.005 Meth lene chloride NO 1.0 0.005 4-Methvl-2- entanone MIBKI ND 1.0 0.005 Na•hthalene ND 1.0 0.005 Nitrobenzene NO 1.0 0.1 n-Pro vl benzene NO 1.0 0.005 Stvrene NO 1.0 0.005 1 ! J,2-Tetrachloroethane NO 1.0 0.005 1 12.2-Tetrachloroethane ND 1 0 0.005 Tetrachloroethene NO 1.0 0.005 Toluene ND 1.0 0.005 1.2.3-Trichlorobenzcre ND 1.0 0.005 124-Trichlorobenzene NO 1.0 0.005 1.] I-Trichloroethane NO 1.0 0.005 1 1,2-Trichloroethane NO 1.0 0.005 Trichloroethene NO 1.0 0.005 Trichlorofluoromethane NO 1.0 0.005 12 3-Trichloro ro ane NO 1.0 0.005 1 2.4-Trimeth Ibenzere ND 1.0 0.005 [ 3 5-Trime hvlbenzenc ND 1.0 0.005 5 Surrogate Recoveries %SSI: 94 %SS2: 9 99 Comments: " water and vapor samples are reported inµg/L,soil/sludgeisolid samples in mg/kg,product/oil non-aqueous liquid samples and all TCLP&SPLP extracts are reported it,,mg/L,wipe samples inµg/wipe. NO means not detected above the reporting limit; N/A means analyte not applicable to this analysis. surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/produc(is present,i)liquid sample that contains greater than-.3 vol.%sediment:j)reporting limit raised due to high organic content/matrix interference:k)reporting limit near,but not identical to our standard reporting limit due to variabtc'Encore sample weight: m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry%•eight basis:p)see attached narrative. DHS ELAP Certification No 1644 Angela Rydelius,Lab Manager McCampbell Analytical, Inc. 1534 Willow Pass Road.Pittsburg.CA 94 565-1 70 1 Web:av,w.mccampbell.com E-mail:mzin��mccampbell.com "When OualitvCounts" Telephone:8777-252-9262 Fax:925252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07,07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics.4y P&T and GCJMS(Basic Target List)* Extraction Method: Su'5030B Analytical Method: SW8260B Work Order: 0712194 Lab ID 0712194-032A Client ID B 12-S2 Matrix Soil Compound Concentration# DF IR` n;�s Compound lConcentration I DF °n; Acetone ND 1.0 0.05 Acrolein Pro enal ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl methyl ether(TAME) ND 3.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND. 1.0 0.005 2-Butanone MEK) ND 1.0 0.02 t-But I alcohol MAI ND 1.0 0.05 n-But I benzene ND 1.0 0.005 sec-Bury)benzene ND 1.0 0.005 tent-Butyl benzene ND 1.0 0.005 Carbon Disulfidc ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND I.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth f Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoiuene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 1 2-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND I.0 0.005 12-Dichlorobenzene ND 1.0 0.005 ),3-Dichlorobenzene ND 1.0 D.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 I.1-Dichloroethane ND 1.0 0.005 1 1,2-Dich1oroethane 12-DCA ND 1.0 0.005 1 1-Dichloroethene ND 1.0 0.005 cis-1.2-Dichinroethene ND 1.0 0.005 trans-l.2-Dichloroethene ND 1.0 0.005 1.2-13iehloro ro ane ND 1.0 0.005 1.3-Dichloro re ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 I I-Dichloro ro ene ND 1.0 0.005 cis-I 3-Dichloro ro enc ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Misopropyl ether DIP£ ND 1.0 0.005 Ethvlbenzere ND 1.0 0.005 Ethyl Cert-butyl etherlETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 lsonropylbenzene ND 1.0 0.005 4-1so ro vl toluene ND 1.0 0.005 Methvl-t-butvl ether I MTBE ND 1.0 0.005 Mcth lone chloride ND 1.0 0.005 4-Methvl-2- entanone M1BK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Provyl benzene ND 1.0 0.005 Stvrene ND 1.0 D.005 1-L).1 _12-Tetrachloroethane ND 1.0 0.005 1 1 2 2-Tetracbioroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1 2 3-Trichlorobenzene NO 1.0 0.005 12 4-Trichlorobcnzcne ND 1.0 0.005 1.1 1-Trichloroethane ND 1.0 0.005 112-T rich Iorocthane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1,23-T ichloroDroanc ND 1.0 0.005 ! 2 4-Trimethvlbenzcnc ND 1.0 0.005 1 3 5-Trimeth lbcnzene ND 1.0 0.005 i S N S Surrogate Recoveries %SS I: 101 %SS2: 97 0 Comments: *water and vapor samples arc reported in lag/L,soil/sludgelsolid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg/L,wipe samples in gg+wipe. NO means not detected above the reporting limit;NIA means analyte not applicable to this analysis. 4 surrogate diluted out of ranee or coelutes with another peak:&)low surrogate due to matrix inter(rence. h)lighter than water immiscible sheen/product is present;0 liquid sample that contains greater than-I vol.%sediment:j)reporting limit raised due to high oreanic content.Imatrix interference; k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification N° 1644 _J2- Angela Rydelius,Lab Manager } Inc. 534 Willow Pass Road.Pittsburg,CA 94565-1701 %^�" McCamabell Analytical. nc. Web:www.mccampbel:.mm E-mail:mzinGmccampbell.cpm "When Ouality Counts- Telephone:877.252-9262 Fax:925-252-9269 Ptu'cell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03!07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA.94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by,P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order: 0712194 Lab ID 0712194-034A Client ID B13-SI Matrix Soil * RcpCompound Concentration* DF x Compound Concentration DF L;,noning;t Liit;; Acetone ND 1.0 0.05 Acrolein Pro enal ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amvl methvl ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethanc ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 1 t-Butyl alcohol TBA ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Butvlbenzene ND 1.0 0.005 tent-Bu 1 benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvl Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlomtoluene ND 1.0 0.005 4-Chlorotoluenc ND 1.0 0.005 Dibrompchloromcthane ND .1.0 0.005 1 2-Dibromo-3-chloro rovar.e ND 1.0 0.005 I2-Dibromoethane EDB ND 1.0 0.005 Dibromomethane NQ 1.0 0.005 1 .2-Dichlorobenzene -ND 1.0 0.005 1.3-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 ! I-Dichlorocthane ND 1.0 0.005. 1 2-Dichloroethane(1,2-DCA) ND 1.0 0.005 1.1-Dichloroethene ND 1.0 0.005 cis-l2-Dichloroethene ND 1.0 0.005 trans-! 2-Dichloroethene ND 1.0 0.005 1 2-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 I 1-Dichloro ro ene ND 1.0 0.005 cis-1 3-Dich)orooro ene ND 1.0 0.005 trans-1 3-Dichloro ro enc ND . 1.0 0.005 Diiso ro 1 ether DIPE ND 1.0 0.005 Eth lbenzene ND 1.0 0.005 Ethvl tert-butvl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Nexachlorobutadie a ND 1.0 0.005 Hcxachloroethane NQ 1.0 0.005 2-14exaror.e ND 1.0 0.005 Iso ror) lberzenc ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 Methvl-t-butvl ether MTBE ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Meth 1-2- cntanone MIBK ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro vl benzene ND 1.0 0.005 Stvrene ND 1.0 0.005 1 I 1,2-Tetrachloroethane ND 1.0 0.005 I 12 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 0.005 1 2 3-Trichlorobenzer,e ND 1.0 0.005 1 2.4-Trichlorobenzene ND 1.0 0.005 L I 1-Trichloroethane ND 1.0 0.005 112-Trichloroethane ND 1.0 0.005 Trichloroethene ND I.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane ND 1.0 0.005 1 2.4-Tri methIbenzene ND 1.0 0.005 1 3 5-TrimethvIbenzene ND 1.0 0.005 Vinvi r6lnridp1 0 0005 Xvlenec NO 1 0 0 AAc. Surrogate Recoveries 95 0/.SS2: 96 99 Comments: *water and vapor samples are reported inµ3l1.,soil/sludge/solid samples in mg/kg,product!oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in Ag/wipe. ND means not detected above the reporting limit.NrA means analyte not applicable to ihis'analysis. 4 surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present.i) liquid sample that contains greater than-1 vol.%sediment:j)reporting limit raised due to high organic content/matrix interference:k)reporting limit near,but not identical to our standard reporting limit due to variable Encoirc sample weight; m)reporting limit raised due to insufficient sample amount:r.)results are reported on a dry weight basis;p)see attached narrative. DHS ELAP Certification No 1644 Angela Rydelius,Lab Manager Inc1534 Willow Pass Road.Pittsburg.CA 945 65-1 70 1 rte'` McCampbell Analvtical, I . Web:www.mccampbell.com E-mail:main(wmccampbell.com "When Oualitv Counts" Telephone:877-252-9262 Fax:925-)52-9269 Purcell Rhodes&Associates Client Project ID: 47372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Exacted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order: 0712194 Lab ID 0712194-035A Client ID 813-S2 Matrix Soil Compound Concentration# DF R`i,,;,na CompoundConcentration* DF R`p ni g Acetone ND 1.0 0.05 Acrolein Pro enal ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amv1 methyl ether(TAME) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobertzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 1 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2=Butanone MEK ND 1.0 0.02 t-Butvl alcohol TBA ND 1.0 0.05 -n-Butyl benzene ND 1.0 0.005 sec-Burvl benzene ND 1.0 0.005 ten-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0-005 Chlorobcnzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth 1 Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Ehlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1 2-Dibromo-3-chloro ro ane ND 1.0 0.005 1 2-13ibromoethane IrDA ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene ND 1.0 0.005 14-0ichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichlor6ethane ND 1.0 0.005 1.2-Dichloroethane 1 2-DCA ND 1.0 0.005 1 1-Dichloroethene ND 1.0 0.005 cis-I 2-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroethene ND I.0 0.005 1.2-Dichloropro ane ND 1.0 0.005 1 -Dichloro ro ane ND 1.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 1.1-Dichloro ro ene ND 1.0 0.005 cis-! 3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichloro ro ene ND l.0 0.005 Diiso ron I ether DIPS ND 1.0 0.005 Eth lbenzene ND 1.0 0.005 Ethyl tert-bLtvl ether ETBE AID 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND l.0 0.005 Isonrorw1benzene ND 1.0 0.005 44so ro !toluene ND 1.0 0.005 Meth I-t-butyl ether MTBE ND 1.0 0.005 Methvlene chloride ND 1.0 0.005 4-Methvl-2- entanone MIBK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro 1 benzene ND 1.0 0.005 Stvrene ND 1.0 0.005 1 1 1,2-Tetrachloroethane ND 1.0 0.005 112 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethenc . ND 1.0 0.005 Toluene ND 1,0 0.005 1 2 3-Trichlorobenzene ND 1.0 0.005 1.2,4-Trichlorobenzene ND 1.0 0.005 1 1 1-Trichloroethane ND 1.0 0.005 1,1,2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1 2 3-Trichloro ro ane ND 1.0 0.005 1 2 4-Trimeth lbenzene ND 1.0 0.005 1 3 5-Trimeth•lbenzene ND 1.0 0.005 N S Surrogate Recoveries %SSI: 97 %SS2: 96 A Comments: •water and vapor samples are reported in gg/L,soil/sludgc/solid samples in mg/kg.product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples inµg'wipe. ND means not detected above the reporting limit:NIA means analyte not applicable to this analysis. R surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiseib!e sheen/product is present;i)liquid sample that contains greater than-1 vol.%sediment;j)reporting limit raised due to high organic content/matrix interference; k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydellus,Lab Manager MCCampbell Analytical Inc. 1534 Willow Pass Road.Pittsburg.,CA 94565-1701 ? ' Web:www.mc=mpbell.com E-mail:mainCa mccampbell.co:n "When Oualiry Counts" Telephone:977-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.:' Date Analyzed 12/09/07 Volatile Oroanics 6y P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW9260B Work Order. 0713:94 Lab rD 0712194-037A Client ID Bl4-S 1 Matrix Soil Reporting Reporting COmDound Concentration* DF �;;,,;, Compound Concentration* DF Limit Acetone ND 1.0 0.05 Acrolein(Provenal) ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 Cert-Amvl methv! ether TAA4F ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochlor methane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone(MEK) ND 1.0 0.02 t-But 1 alcohol TB.4 ND 1.0 0.05 n-Butvl benzene ND 1.0 0.005 sec-Butvl benzene ND 1.0 0.005 tert-Butyl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chlorocth )Vinvi Ether 1%,D 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromoch!oromethane ND 1.0 0.005 t 2-Dibromo-3-chloro ro ane ND 1.0 0.005 1 2-Dibromoethanc EDB ND 1.0 0.005 Dibron:omethane ND 1.0 0.005 f 2-Dichlorobenzene ND 1.0 0.005 . 1 3-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethane NO 1.0 0.005 12-Dichloroethane(1.2-DCA) ND 1.0 0.005 1.1-Dichloroethere ND 1.0 0.005 cis-l2-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroethcne ND 1.0 0.005 12-Dichloro ro ane ND 1.0 0.005 1 3-Dichlorooro ane ND 1.0 0.005 2.2-Dichlorotironarte ND 1.0 0.005 1.1-Dichloro ro ene ND 1.0 0.005 cis-13-DichiPrOVI'DIDene ND 1.0 0.005 trans-l.3-Dichloro ro ene ND 1.0 0.005 Diisor)ropyl ether(DIPS ND 1.0 0.005 Ethvlbenzene ND 1.0 0.005 Ethvl tei-t-but 1 ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 Iso ro vlbenzene ND 1.0 0.005 4-1sonropyltoluene ND 1.0 0.005 Meth 1-t-but (ether MTBE ND .1.0 0.005 Methylene ch!oride ND 1.0 0.005 4-Meth 1-2- entanone MIBK ND 1.0 0.005 Na hthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 -n-Provyl benzene ND 1.0 0.005 Stvrenc ND 1.0 0.005 1,1 1,2-Tetrachloroethane ND 1.0 0.005 1 1.2 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethene ND 1.0 0.005 Toluene ND 1.0 10.005 1 2.3-Trichlorobenzenc ND 1.0 0.005 1 2 4-Trichlorobenzene ND f.0 0.005 f,1,1-Trichloroethane ND 1.0 0.005 1.1 2-Trichldroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1.23-Tri ch I oro propane ND 1.0 0.005 1 2 4-Tri eth lbenzene ND 1.0 0.005 1 3 5-Trimeth lberzcnc ND 1.0 0.005 -005 T Xylene, ND 1 0c. Surrogate Recoveries f %SS I: 98 %SS2: 91 0 ". Comments: water and vapor samples are reported ir.ug/L,soilisludge/solid samples in mg'kg,productloillnon-aqueous.liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. #surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h) lighter than water immiscible shecri/product is present;i)liquid sample that contains greater than-I vol.%sediment;j)reporting limit raised due to high organic content)matrix interference.k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results arc reported on 4 dry weight basis:p)see attached narrative. DHS FLAP Certification No 1644 _� Angela Rydelius,Lab Manager 1534 Willow Pass Road,Pittsburg.CA 94565-1701 McCampbell Analytical, Inc.+� Web:www.mcampbell.com E-mail:mainComccampbell.com 'When Ouality Counts" Teleohone:877-252-9262 Fax:935-252-9269 Purcell Rhodes&Associates Client Project 1D: ##7372-01.CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/09/07 Volatile Organics by P&T and GUMS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW82608 Work Order: 0712194 Lab ID . 0712194-038A Client ID B14-S2 Matrix Soil Compound Concentration* DF Repo wtR Comoound Concentration* DF R�-ponms Limit Acetone ND 1.0 0.05 Acrolein(Propenal) ND 1.0 0.05 Acrvlonitr,le ND 1.0 0.02 Cert-Amvi methvl ether(TAME) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzcne ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-Butvl alcohol TBA ND 1.0 0.05 n-Butyl benzene ND 1.0 0.005 sec-Butyl benzene ND 1.0 0.005 tert-Buryl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth I Vinvl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 12-Dibromo-3-chloro ro ane ND 1.0 0.005 12-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 1.2-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene ND 1.0 0.005 14-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 1-Dichloroethane ND 1.0 0.005 1.2-Dichloroethane(L2-DCA) ND 1.0 0.005 I 1-Dichloroethene ND 1.0 0.005 cis-1 2-Dichloroethene ND 1.0 0.005 trans-l.2-Dichloroethene ND 1.0 0.005 1 2-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro ro ane ND 1.0 0.005 2 2-Dichloro roane ND 1.0 0.005 I 1-Dichloro ro ene, ND 1.0 0.005 cis-1 3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether(DIPEI ND 1.0 0.005 Eth (benzene ND 1.0 0.005 Ethvl cert-butvl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 Iso ro vlbenzene ND 1.0 0.005 4-1so ro vltoluene ND 1.0 0.005 Methvi-t-butvl ether MTBE ND 1.0 0.005 Methvlene chloride ND 1.0 0.005 4-Methvl-2- entanone MIBK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene N 1.0 0.1 a-Pro vl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 I 1 12-Tetrachloroethane ND 1.0 0.005 I 1 2 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroethen e ND 1.0 0.005 Toluene ND 1.0 0.005 ] 2 3-Trichlorobenzene ND 1.0 0.005 124-Trichlorober-zene ND 1.0 0.005 ] 1 1-Trichloroethane ND 1.0 0.005 i 12-Trichloroethane ND 1.0 0-005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1.2.3-Trichloro ro ane ND 1.0 0.005 1 2 4-Trimeth (benzene ND 1 1.0 0.005 1 3 5-Trimethvlbenzcne ND 1.0 0.005 i S Surrogate Recoveries % %SS 1: 100 %SS2: 91 090 Comments: *water and vapor samples are reported in gg/L,soil/sludge/solid samples in mg/kg,product/oiltron-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in pg/wipe. ND means not detected above the reporting limit:N/A means analvie not applicable to this analysis. >r surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible shcen/product is present;i)liquid sample that contains greater than I vol.%sediment;j)reporting limit raised due to high organic content/matrix interference:k)reporting limit near.but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis:p)sec attached narrative. DHS FLAP Certification No 1644 ? - Angela Rydelius,Lab Manager McCampbell Analytical, Inc. 1534 Willow Pass Road.Pittsburg,CA 94565-1701 Web:vrww.mccampbell.com E-mail:mainCmccampbel..com "When Ouatiry Counts" Telephone:877-252.9262 Fax:925-252.9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sarnpled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Arnbrosino Date Extracted: I2/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/09/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: S W50308 Analytical Method: SW82603 Work Order: 0712194 Lab ID 0712194-640A Client ID B15-SI Matrix Soil g i Comuound Concentration' DF RcpLonin;n;, Compound Concentration* DF R Lepo:tmilng Acetone ND 1.0 0.05 Acrolein(Propenal) ND 1.0 0.05 Acr lonitrile ND 1.0 0.02 tert-Amvl meth !ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-Butanone MEK ND 1.0 0.02 t-But I alcohol TBA ND 1.0 0.05 n-Butvl benzene ND 1.0 0.005 sec-Buivl benzene ND 1.0 0.005 tert-Butvl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND 1.0 . 0.005 Chloroethane ND 1.0 0.005 2-Chloroeth 1 Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1,2-Dibromo-3-chlororo ane ND 1.0 0.00 l 2-Dibromoethane EDB ND 1.0 0.005 Dibromomethane ND 1.0 0.005 12-Dichlorobenzene ND 1.0 0.005 1,3-Dichlorobenzene ND 1.0 0.005 14.Dichloroberzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1 I-Dichloroethane ND 1.0 0.005 12-Dichloroethane 12-DCA ND 1.0 0.005 1 1-Dichloroethene ND 1.0 0.005 cis-1 2-Dichloroethene ND 1.0 0.005 trans-I 2-Dichloroethene ND 1.0 0.005 12-Dichloro ro ane ND 1.0 0.005 _13-Dichlororpronane ND 1.0 0.005 2.2-Dichloro ro ane ND 1.0 0.005 1 1-Dichloro ro ene ND 1.0 0.005 cis-1.3-Dichloro ro ene ND 1.0 0.005 trans-1 3-Dichloro ro ene ND 1.0 0.005 Diiso ro 1 ether DIPE ND 1.0 0.005 Ethvlbenzene ND 1.0 0.005 Ethyl tent-butyl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hezachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 7-Hexanone ND 1.0 0.005 -1sopropylbenzene ND 1.0 0.005 4-lsonronyltoluene ND 1.0 0.005 Meth 1-t-but 1 ether MTBE ND 1.0 0.005 Mcthvlene chloride ND I.0 0.005 4-Meth I-2- entanone MIBK ND 1.0 0.005 Naphthalene ND 1.0 0.005 Nitrobenzene ND 1.0 0.1 1 n-Pro I benzene ND 1.0 0.005 -Styrene ND 1.0 0.005 11.1 2-Tetrachloroethane ND 1.0 0.005 I 1 2 2-Tetrachloroethane ND 1.0 0.005 Tetrachlorocthene ND 1.0 0.005 Toluene ND 1.0 0.005 1 2.3-TrichIorobenzenc ND 1.0 0.005 1 24-Trichlorobenzene ND 1.0 0.005 J__1 1-Trichlorocthane ND 1.0 0.005 1 1,2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1,2.3-Tri c h I ororop ane ND 1.0 0.005 12 4-Trimeth vl ben zcne ND 1.0 0.005 ! 3 5-Trimethvlbenzene ND I.o 0.005 XvlLneg T Surrogate Recoveries °/D °/DSS 1: 93 %SS2: $9 D Comments: *water and vapor samples are reported inµg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in gg/wipe. ND means not detected above the reporting limit:NiA means analyte not applicable to this analysis. #surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i)liquid sample that contains greater than-1 vol.%sediment:j)reporting limit raised due to high organic content/matrix interference:k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight; m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry weigh[basis.p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager -: McCampbell Analytical• Inc. 1534 Willow Pass Road.Pittsburg.CA 94565-1701 +.-.. Web:ww%%mccarnpbeli.tom E-mail:mainCmccampbeil.com "When Oualiry Counts" Telephone:577-252-9262 Fax:925-252-9369 PurceIi Rhodes&Associates Client Project 1D: #7372-01;CCR Date Sampled. 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: doe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/09/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Ana IyticaiMethod: SW8260B Work Order: 0712194 Lab ID 0712194-041A Client ID $15-S2 Matrix Soil Compound lConcentration*1 DF I RCpi:c` Compound Concentration* DF ttcpgning t mat t;nt.� Acetone ND 1.0 0.05 Acrolein(Pro enal) ND 1.0 0.05 Acrylonitrile ND 1.0 0.02 tert-Amv!meth -1 ether TAME ND 1.0 0.005 Benzene ND 1.0 0.005 Bromoberzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichloromethane ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane ND 1.0 0.005 2-But2none(MEK) ND 1.0 0.02 t-Butvi alcohol TBA ND 1.0 0.05 n-Sutvl benzene ND I.0 0.005 sec-Bu )benzene ND 1.0 0.005 tert-Suryl benzene ND 1.0 0.005 Carbon Disulfide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chlorobenzene ND I'D 0.005 Chloroethane ND 1.0 0.005 2-Chloroethvl Vinyl Ether ND 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene NO 1.0 0.005 4-Chlorotoluene ND 1.0 0.005 Dibromochloromethane ND 1.0 0.005 1.2-Dibromo-3-chloro ro ane ND 1.0 0.005 i 2-Dibromoethane(EDBI ND 1.0 0.005 Dibromomethane. ND 1.0 0.005 1,2-Dichlorobenzene ND 1.0 0.005 13-Dichlorobenzene NQ 1.0 0.005 1.4-Dichlorobenzene- NQ 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1.1-Dichloroethane ND 1.0 0.005 12-Dichloroethane 1.2-DCA ND 1.0 0.005 11-Dichioroethene ND 1.0 0.005 cis-1 2-Dichloroethene ND 1.0 0.005 trans-1 2-Dichloroetbcne ND 1.0 0.005 1 2-Dichloro ro ane ND 1.0 0.005 1 3-Dichloro ro ane ND I.0 0.005 2 2-Dichloro ro ane ND 1.0 0.005 l 1-Dichloro ro ene ND 1.0 0.005 cis-1.3-Dichloro ro cne ND 1.0 0.005 trans-I 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether(D[PE) ND 1.0 0.005 Ethvlbenzene ND 1.0 0.005 Ethyl tert-butvl ether I ETBEI ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachiorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 2-Hexanone ND 1.0 0.005 Iso ro vlbenzene ND 1.0 0.005 4-lsonropyl toluene ND 1.0 0.005 Meth I-t-but 1 ether(MTBEI ND 1.0 0.005 Methylene chloride ND 1.0 0.005 4-Meth I-2- entanone MBK) ND 1.0 0.005 Naphthalene NO 1.0 0.005 Nitrobenzene ND 1.0 0.1 n-Pro vl benzene ND 1.0 0.005 Styrene ND 1.0 0.005 1 1 1 2-Tetrachloroerhane ND 1.0 0.005 I l 2 2-Tetrachloroethane ND 1.0 0.005 Tetrachloroether.c ND 1.0 0.005 Toluene ND 1.0 0.005 1.2 3-Trichloroberzere ND 1.0 0.005 1 2 4-Trichlorobenzene ND 1.0 0.005 1 1.1-Trichloroethane ND 1.0 0.005 [ 1,2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 12 3-Trichloro ro ane ND 1.0 0.005 1 2 4-Trimeth [benzene ND 1.0 0.005 1 3 5-Trimct vlbenzenc ND 1.0 0.005 1 0 Q.02.5XvInneZ Surrogate Recoveries %SS 1: ]00 %SS2: 91 o I Comments: *water and vapor samples are reported in pg1L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L.wipe samples in µg/wipe. ND means not detected above the reporting limit;NA means analyte not applicable to this analysis. #surrogate diluted out of range or coelutes with another peak:&)law surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i)liquid sample that contains greater than-I vol.%sediment:j)reporting limit raised due to high organic content/matrix.interference:k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight. m)reporting limit raised due to insufficient sarnple amount:n)results are reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification No 1644 �� Angela Rydelius. Lab Manager 1534 Willow Pass Road,Pittsburg,CA 94565-1701 McCampbell Analytical, Inc. Web:www.mccampbell.com E-mail:maintr:mccamplrll.com "When Ouality Counts" Tele hone:87.-_53-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/11/07 Pleasant Hill,CA 94523 Client P.O.: Date Analvzed 12/11/07 Volatile Organics by P&T and GUMS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW82603 Work Order: 0712194 Lab 1D 0712194-006B Client ID 133-WI-W4 Matrix Water Compound Concentration* DF RLomh I Compound Concentration*I DF p=Qs Acetone ND 1.0 10 Acrolein Pro cnal ND 1.0 5.0 Acrvlonitrile ND 1.0 2.0 tert-Amvl methvl ether TAME ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene ND 1.0 0.5 Bromochloromethane ND 1.0 0.5 Bromodichloromethane ND 1.0 0.5 BinmOfOrm ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Butanone(MEK) ND 1.0 2.0 t-But I alcohol TBA ND 1.0 5.0 n-But t benzene ND 1.0 0.5 sec-Butyl benzene ND 1.0 0.5 tert-But I benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfde ND ).0 0.5. Chloroberzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroethvl Vinvl Ether ND 1.0 1.0 Chloroform ND 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Ch1orotoluere ND 1.0 0.5 Dibromochlorom ethane ND 1.0 0.5 1 2-Dibromo-3-chloro ro ane ND 1.0 0.5 1 2-Dibromoethane EDB ND 1.0 0.5 Dibromomcthane ND 1.0 0.5 1.2-Dichlorobenzene ND 1.0 0.5 1.3-Dichlorobenzene ND 1.0 0.5 1.4-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5 11-Dichloroethane ND 1.0 0.5 1 2-Dichloroethane(1.2-DCA) ND 1.0 0.5 1 1-Dichloroethene ND 1.0 0.5 cis-l2-Dichloroethene ND 1.0 0.5 trans-l.2-Dichloroethene ND 1.0 0.5 12-Dichloro -o ane ND 1.0 0.5 13-Dichloro ro ane ND 1.0 0.5 2 2-Dichloro ro ane ND 1.0 Q.5 1 1-Dichlor0ro ene ND 1.0 0.5 cis-I 3-Dichloro ro enc ND 1.0 0.5 trans-l.3-Dichloro ro ene ND 1.0 0.5 Diisooro vl ether(DIPS) ND 1.0 0.5 Eth !benzene ND 1,0 0.5 Eth t tert-butvl ether £TBE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hexachloroethane ND 1.0 0.5 2-Hexanone ND 1.0 0.5 Iso ro vlbcnzene ND 1.0 0.5 4-Isopropyl toluene ND 1.0 0.5 Meth l-t-bu I ether MTBE ND 1.0 0.5 Methvlene chloride ND 1.0 0.5 4-Meth I-2- entanone MIBK ND 1.0 0.5 Na hthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 n-Pro vl benzene ND 1.0 0.5 Styrene ND 1.0 0.5 l 1 1.2-Tetrachloroethane ND 1.0 0.5 1 1 2 2-Tetrachloroethane ND 1.0 0.5 Tetra chl orocthene ND 1.0 0.5 Toluene ND 1.0 0.5 1.2 3-Trichlorobenzerc NA 1. 0.5 l 2.4-Trichlorobenzene ND 1.0 0.5 1.1 1-Trichloroethane ND 1.0 0.5 11.2-Trichloroethane ND 1.0 0.5 Tricbloroethene 1.0 0.5 Trichlorofluoromethane ND 1.0 0.5 1 2 3-Trichloro ro ane ND I.0 0.5 1 2 4-Trimethvlbenzene ND 1.0 0.5 1 3 5-Trimeth •Ibcnzenc NQ 0.5 c S Surrogate Recoveries %SS 1: 105 %SS2: 98 ° 1 Comments: *water and vapor samples are reported inµg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg/L.wipe samples in yg/wipe. ND means not detected above the reporting limit,NIA means analyte not applicable to this analysis. i surrogate diluted out of range or coclutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen!product is present;i)liquid sample that contains greater than-I vol.%sediment:j)sample diluted due to high organic content/matrix interference;!)analyte detected below quantitation limits;k)reporting Emit near,but not identical to our standard reporting limit due to variable Encore sample weight;m)reporting limit raised due to insufficient sample amount;n)results arc reported on a dry weight basis:p)see attached narrative;q)reported in ppm. DHS ELAP Certification No 1644 ,. Ange[a Rydelius,Lab Manager ;-� t534Willow Pass Road.Pittsburg.CA 94565-1701 McCampbell Analytical, Inc. Web:www.mccampbellm .com E-mail: ainCmccampbcll.com sem, , , , , , ,-,o, "When Telephone:877-_5.9_6_ Fax:9-5-_�_--_69 Purcell Rhodes&Associates Client Project 1D: ;x7372-01,CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosin Date Extracted: 12/12/07 Pleasant Hill,CA 94523 Client P.O-: Date Analyzed 12/12/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW82603 Work Order: 0712194 Lab ID 0712194-009B Client ID B4-W 1-W4 Matrix Water Compound Concentration * DF R` ,n;,s Comaound Concentration* DF R`u°t°s Acetone 20 1.0 10 Acrolein(Propenal) NO 1.0 5.0 Acrylonitrile ND 1.0 2.0 tert-Am 1 methvl ether TAME ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene NO 1.0 0.5 Bromochloromethane NO 1.0 0.5 Bromodichloromcthane NO 1.0 0.5 Bromoform ND 1.0 0.5 Bromomerhane NO 1.0 0.5 2-Butanone MEK NO 1.0 2.0 t-But I alcohol TBA ND 1.0 5.0 n-Butyl benzene NO 1.0 0.5 sec-Butyl benzene NO 1.0 0.5 tert-Burvl benzene NO 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobenzene NO 1.0 0.5 Chloroethane NO 1.0 0.5 2-Chloroeth I Vinyl Ether NO 1.0 1.0 Chloroform NO 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene NO 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dibromochloromethane NO 1.0 0.5 1 2-Dibromo-3-chloro ro ane NO 1.0 0.5 12-Dibromoethane EDS NO 1.0 0.5 Dibromomethane NO 1.0 0.5 1.2-Dichlorobenzene NO 1.0 0.5 1,3-Dichlorobenzene ND 1.0 0-5 14-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5 1 1-Dichloroethane NO I.0 0.5 1 2-Dichioroethane(1,2-DCA) ND 1.0 0.5 1 i-Dichloroethene NO 1.0 0.5 cis-1 2-Dichloroethene NO 1.0 0.5 trans-1 2-Dichloroethene NO 1.0 0.5 1 2-Dichloro ro ane ND 1.0 0.5 1 3-Dichloro ro ane NO 1.0 0.5 2-2-Dichloro ro ane NO 1.0 0.5 11-Dichloro ro enc NO 1.0 0.5 cis-I 3-Dichloro ro ere NO 1.0 0.5 trans-l.3-Dichloro ro ene NO 1.0 1 0.5 Diiso ro vl ether DIPS ND 1.0 0.5 Ethvibcnzene 5.2 1.0 1 0.5 Ethyl tert-but l ether(FTBE) ND 1.0 0.5 Freon 113 NO 1.0 10 Hexachlorobutadiene NO 1.0 0.5 Hexaehloroethane NO 1.0 0.5 2-Hexanonc NO 1.0 0.5 Iso ro vlbcnzene 1.9 1.0 0.5 4-1so ro vi toluene NO 1.0 0.5 Methvl-t-butvl ether MTBE NO 1.0 0.5 Methvlene chloride NO 1.0 0.5 4-Meth I-2- entanone MIBK' NO 1.0 0.5 Naohthalcne 0.74 1.0 0.5 Nitrobenzene NO 1.0 10 n-Pro vl benzene 3.1 1.0 0.5 Styrene NO 1.0 0.5 1.1 1 2-Tetrachloroethane NO 1.0 0.5 I l_2 2-Tetrachloroethane ND 1.0 0.5 TCSraehloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 l.2 3-TrichtorobenZene ND 1.0 0.5 1 2 4-Trichlorobenzene ND 1.0 0.5 I l 1-Trichloroethane ND 1.0 0.5 1 1,2-Trichloroethane NO 1.0 0.5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane NO 1.0 0.5 1 2 3-Trichloro ro anc NO 1.0 0.5 1 2 4-Trimethvlbcnzene ND 1.0 0.5 1 3 5-Trimethvlbenzene ND 1. 0.5 N S Surrogate Recoveries %SS 1: 103 %SS2: 95 o y101 Comments: *water and vapor samples are reported in pg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in pg/wipe. NO means not detected above the reporting limit:N/A means analyte not applicable to this analysis. #surrogate diluted out of range or eoelutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible shccn!product is present:i)liquid samplc that contains greater than-I vol.%sediment:j)sample diluted due to high organic content/matrix interference;J)analyte detected below quantitation limits:k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight:m)reporting limit raised due to insufficient sample amount;n)results are reporicd on a dry weight basis:p)see attached narrative:q)reported in ppm. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager %^'• 1534-Pillow Pass Road-Pio,CA 94$65-1701 McCampbell Analytical, Inc. -. Web:www_mccampbell mom E-mail-;naikmain`a@mccampbell.com "When Ouality Counts" Tele hone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/11/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B . Analytical Method: SW82608 Work Order: 0712194 Lab ID 0712194-012B Client ID B5-W I-W4 Matrix Water orting Comimund Concentration* DF t imirReposing po Comund Concentration Rep DF of; Acetone ND 1.0 10 Acrolein Pronenal ND 1.0 5.0 Acrylonitrile ND 1.0 2.0 tert-Amvl methvl ether TAME ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene ND 1.0 0.5 Bromocbloromethane ND 1.0 0.5 Bromodichloromethane ND 1.0 0.5 Bromof rm ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Butanone MEK ND 1.0 2.0 t-But I alcohol TBA ND 1.0 5.0 n-Butyl benzene ND 1.0 1 0.5 sec-Butvl benzene ND 1.0 0.5 .tert-Butyl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobenzcne ND 1.0 0.5 Chioroethane ND t.0 0. 2-Chloroeth I Vinyl Ether ND 1.0 1.0 Chloroform 'D 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dibromochloromethane .ND 1.0 0.5 1 2-Dibromo-3-chloro ro ane ND 1.0 0.5 12-Dibrornoethane EDB ND 1.0 0.5 Dibromomethane ND 1.0 0.5 1,2-Dichlorobenzene ND 1.0 0.5 13-Dichlorobenzene ND 1.0 0.5 1,4-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane. ND 1.0 •0.5 11-Dichloroethane ND 1.0 0.5 1 2-Dichlorocthane 3 2-DCA ND 1.0 0.5 I I-Dichloroethene ND l.0 0.5 cis-l2-Dichloroethene ND 1.0 0.5 trans-1 2-Dichloroethene ND 1.0 0.5 1.2-Dichloro ro anc ND 1.0 0.5 1 3-Dichloro ro ane ND 1.0 0.5 Z 2-Dichloro propane ND 1.0 0.5 1 I-Dichloro ro ene ND 1.0 0.5 cis-1 3-Dichloro ro ene ND 1.0 0.5 trans-1 3-Dichloro ro enc ND 1.0 0.5 Diiso r opyl ether(DIPEJ ND 1.0 0.5 Ethvlbenzene ND 1.0 0.5 Eth l tort-butyl ether ETSE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hcxachloroethane ND 1.0 0.5 2-Hexanone ND 1.0 0.5 Isoprovylbenzene ND 1.0 0.5 4-Iso ro vl toluene ND 1.0 0.5 Meth i-t-butvl ether(MTBE) ND 1.0 0.5 Methylene chloride ND 1.0 0.5 4-Methyl-2- entanone MIBK ND 1.0 0.5 Na hthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 ri-Pronvl benzene ND 1.0 0.5 Styrene NO 1.0 0.5 1.1.12-Tetrachloroethane ND 1.0 0.5 I 12,2-Tetrachloroethane ND 1.0 0.5 Tetrachloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1 2 3-Trichlorobenzene ND 1.0 0.5 1 2 4-Trichlorobenzene ND 1.0 0.5 1.1 1-Trichloroethane ND 1.0 0-5 1.12-Trichloroethane ND 1.0 0.5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane ND 1.0 0.5 1 2 3-Trichloro ro ane ND 1.0 0.5 1 2 4-Trimethvlben ene ND 1.0 0.5 13.5-Trimethvibenzcne ND I.0 0.5 Surrogate Recoveries %SS 1: 105 %SS2: 97 ° Comments: •water and vapor samples arc reported in pg/L,soil/stud_ee/solid samples in mg/kg,product/oil%non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mgrL,wipe samples in pg/wipe. ND means not detected above the reporting limit:N/A means analyte not applicable to this analysis. surrogate diluted out of range or coclutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i)liquid sample that contains greater than -1 vol.%sediment:j)sample diluted due to high organic content/matrix interference:J)analyte detected below quantitation limits:k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight;m)reporting limit raised due to insufficient sample amount:n)results arc reported on a dry weight basis:p)see attached narrative;q)reported in ppm. DHS ELAP Certification No 1644 Angela Rydelius,Lab Manager imp34 Willow Pass Road.Pirisburg,CA.94565.1701 �� McCabell Analytical, Inc.I tical, nc. Web:www.mccampbell.com mail:mai-i .meampbell.com "When Ouali v Counts" Telephone:877-252-9262 Fax;925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/11/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed. 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW50303 Analytical Method: SW8260B Work Order: 0712194 Lab ID 0712194-015B Client ID M-W 1-W4 Matnx Water Reporting Rapertng Comnound Concentration* DF emit Compound Concentration* DF t.imit Acetone ND 1.0 10 Acrolein(Pro enal) ND 1.0 5.0 Ac lonitnle ND 1.0 2.0 tert-Am l methyl ether TAME ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene ND 1.0 0.5 Bromochloromethane ND 1.0 0.5 Brorrodichloromethane ND 1.0 0.5 Bromoform ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Butanone EK ND 1.0 1 2.0 t-Butyl alcohol TBA ND 1.0 5.0 n-Bu )benzene ND 1.0 0.5 sec-Butyl benzene ND 1.0 0.5 tort-Butyl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobcnzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroeth I Vinyl Enccr ND 1.0 1.0 Chloroform ND 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dibromochlorom ethane ND 1.0 0.5 12-Dibromo-3-chloro ro ane ND 1.0 0.5 ] 2-Dibromoethane EDB ND 3.0 0.5 Dibromomethane ND 1.0 0.5 I2-Dichlorobenzene ND 1.0 0.5 13-Dichlorobenzene ND 1.0 0.5 1.4-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5 1 1-Dichloroethane ND 1.0 0.5 1 2-Di chloroethane 12-DCA ND 1.0 0.5 1 1-Dichloroethene ND 1.0 0.5 cis-1 2-Dichloroethene ND 1.0 0.5 trans-I 2-Dichloroethcne ND 1.0 0.5 f 2-Dichloro ro ane ND 1.0 0.5 1 3-Dichloro ro ane ND 1.0 0.5 2 2-Dichloro ro ane ND 1.0 0.5 11-Dichloro ro ene ND 1.0 0.5 cis-1 3-Dichloro ro ene ND 1.0 0.5 trans-1 3-Dichloro ro ene ND 1.0 0.5 Diiso ro vl ether(DIP£) ND 1.0 0.5 £tl lbcnzene ND 1.0 0.5 Ethyl tort-butyl ether ETB£ ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hexachloroethane ND 1.0 0.5 2-Hexanone ND 1.0 0.5 Isooropylbcrizene ND 1.0 0.5 4-Isoaro vl toluene ND 1.0 0.5 Meth 1-t-bu I ether(MTBE) ND 1.0 0.5 Methylene-chloride ND I.D 0.5 4-Mcthvl-2- tntanone MIRK ND 1.0 0.5 Naphthalene ND 1.0. 0.5 Nitrobenzene ND 1.0 10 n-Pro vl benzene ND 1.0 0.5 St ene ND 1.0 0.5 1 1.1 2-Tetrachloroethane ND 1.0 0.5 I.1 2 2-Tetrachloroethane ND 1.0 0.5 Tetrachloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 f 2 3-Trichlorobenzene ND 1.0 0.5 1.2 4-Trichlorobenzene ND 1.0 1 0.5 1 I 1-Trichloroethane ND 1.0 0.5 1 12-Trichloroethane ND 1.0 10.5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane ND I.0 1 0.5 1.2 3-Trichloro ro ane ND 1.0 0.5 1 2 4-Trimeth (benzene ND 1.0 0.5 1 3 5-Trirnethvlbenzenc ND 1.0 0.5 V 5 Surro°2te Recoveries(% %SSI: 104 0 SSI 97 of Z- 101 Comments: *water and vapor samples are reported inµg/L,soil/studge/solid samples in me/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples inµg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. surrogate diluted out of range or coclutcs with another peak.&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:0 liquid sample that contains greater than-1 vol.%sediment.j)sample diluted due to high organic content/matrix interference;!)analyte detected below quantitation limits:k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight;m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis:p)see attached narrative:q)reported in ppm. DHS ELAP Certification No 1644 Angela Rydelius,Lab Manager 1534 Willow Pass Road.Pittsburg.CA 94565.1701 !� MCCampbell AnalVtieal. Inc. Web:www.mccampbell.com E-mail:mainCmccampbelLcom 740 "When Oualiry Counts" Teierhone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates. Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/11/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GUMS(Basic Target`List)* Extraction Method: SW50308 Analytical Method: SW82608 Work Order: 0712194 Lab ID 077 12194 0188 Client ID B7-WI-W4 Matrix Water Comnound Concentration* DF Rima I Compound Concentration* DF aepor it g Limh Limit Acetone ND 0110n 10 Acrolein(Provenal) ND 1.0 5.0 Acrvlonitrile ND 2.0 tert-Amv1 meth I ether(TAME) ND 1.0 0.5 Benzene ND 0.5 Bromobenzene ND 1.0 0.5 Bromochloromethane ND 0.5 Bromodichloromethane ND 1.0 0.5 Bromoform ND 0.5 Bromomethane ND 1.0 0.5 2-Butanone MEK ND 2.0 t-Butvl alcohol TBA ND 1.0 5.0 .n-Butyl benzene ND 1.0 0.5 sec-Butyl benzene ND 1.0 0.5 tert-But 1 benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide -ND 1.0 0.5 Chlorobenzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroeth l Vinvl Ether ND 1.0 1.0 Chloroform NO 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoiuene ND 1.0 0.5 Dibromochioromethane ND 1.0 0.5 i 2-Dibromo-3-chloro ro ane ND 1.0 0.5 12-Dibromoethane EDB ND 1.0 0.5 Dibromomethane ND 1.0 0.5 12-Dichlorobenzene ND 1.0 0.5 13-Dichlorobenzene ND 1.0 0.5 14-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5. 1 1-Dichloroethane ND 1.0 0.5 1 2-Dichloroethane(1,2-DCAA ND 1.0 0.5 I 1-Dichloroethene ND 1.0 0.5 cis-l2-Dichloroethene ND 1.0 0.5 trans-[ 2-Dichloroethene ND 1.0 0.5 1.2-Dichloro mopane ND 1.0 0.5 1 3-Diehl ro ro ane ND 1.0 0.5 2 2-Dichloro ro ane ND I.0 0.5 I I-Dichloro ro ene ND 1.0 0.5 cis-1 3-Dichloronro ene ND 1.0 0.5 trans-1 3-Dichloro ro ene ND 1.0 0.5 Diiso ro vi ether(DIPE) ND 1.0 0.5 Ethvlbenzene ND 1.0 0.5 Ethvl tert-but 1 ether ETBE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hexachloroethar.e ND 1.0 0.5 2-Hexanone ND 1.0 .5 Iso ro Ibenzene ND 1.0 0.5 4-Iso ro yl toluene ND 1.0 0.5 Methvl-t-but I ether MTBE ND 1.0 0.5 Methylene chloride ND 1.0 0.5 4-Meth 1-2- entanone(MIBK ND 1.0 0.5 Naphthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 n-Pro vl benzene ND 1.0 1 0.5 St Tene ND 1.0 0.5 1.1.1 2-Tetrachlor ethane ND 1.0 0.5 I 1.2.2-Tetrachloroethane ND 1.0 0.5 Tetrachioroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1 2 3-Trichlorobenzene ND 1.0 0.5 1 24-Trichlorobenzene ND 1.0 0.5 1 1 1-Trichloroethane ND 1.0 0.5 1.12-Trichloroethane ND 1.0 0.5 Trichloroethene AID 1.0 0.5 Trichlorofluoromethane ND 1.0 0.5 1 2 3-Trichloro ro ane ND 1.0 0.5 1 2,4-Tri m ethv I benzene ND 1.0 0.5 1 3 5-Trimerh •Ibenzene ND l.o 0.5 5 XylencsN 5 Surrogate Recoveries(% %SSI: 104 I/.SS2: 96 o/ S Comments: *water and vapor samples are reported in pg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP& SPLP extracts are reported in mg/L,wipe samples in pg/wipe. ND means not detected above the reporting limit;NIA means analyte not applicable to this analysis. d surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrx inmrfercrce. h)lighter than water immiscible sheen/product is present;it liquid sample that contains greater than-I vol.%sediment;j)sample diluted due to high organic content/matrix interference;J)analyte detected below quantitation limits;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight:m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry weight basis;p)see attached narrative;e)reported in ppm. DHS FLAP Certification No 1644 Angela Rydelius;Lab Manager McCampbell Analytical, Inc. 1534 Willow Pass Road,Pittsburg,CA 94565-1701 X34)._.: Web:www.macampbell.com E-mail:mainLmccampbell.com "Mien 4ualiry Counts" Telephone:S77-252-9362 Fax:925-252-9269 Purcell Rhodes&Associates Client Project 1D: :7372-01;CCR Date Sampled. 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/11/07 Pleasant Hill,CA 94523 Client P.O,: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW50306 Analytical Method: SWE260B WorkOrde:: 0712194 Lab ID 0712194-021B Client ID 138-W I-W2 Matrix Water Comnound Concentration DF R`i mit s Cotnoonnd Concentration* DF R�miit g Acetone ND 1.0 10 Acrolein Pro enal ND 1.0 5.0 Acrylonitrile ND 1.0 2.0 tent-.4m t methvl ether TAME ND 1.0 0.5 Benzene ND 1.0 0.5 Bromoberzene ND 1.0 0.5 Bromochloromethane ND 1.0 0.5 Bromodichloromethane ND 1.0 0.5 Bro oform ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Butanone MEK ND 1.0 2.0 -t-Butyl alcohol TBA) ND 1.0 5.0 n-But I benzene ND 1.0 0.5 sec-Butyl benzene ND 1.0 0.5 tert-Butyl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobenzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroethvl Vinyl Ether ND 1.0 1.0 Chloroform ND 1.0 0.5 Chioromethar-e ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dibromochloromethane ND 1.0 0.5 1 2-Dibromo-3-chloro ro ane NQ l.fl 0.5 1 2-Dibromoethane EDB ND 1.0 0.5 Dibromomethane ND 1.0 0.5 1.2-Dichlorobenzene ND 1.0 0.5 1.3-Dichlorobenzene ND 1.0 0.5 1.4-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5 1 1-Dichloroethane ND 1.0 0.5 1 2-Dichloroethane 1,2-DCA ND 1.0 0.5 1.1-Dichloroethene ND 1.0 0.5 cis-1 2-Dichloroethene ND 1.0 0.5 trans-1 2-Dichloroethene ND 1.0 0.5 1.2-Dichloro ro ane ND 1.0 0.5 1 3-Dichloro ro ane ND 1.0 1 0.5 2 2-Dichloro r ane ND 1.0 0.5 1.1-Dichlro ro ene ND 1.0 0.5 cis-1 3-Dichloro ro ene ND 1.0 0.5 trans-1 3-Dichloro ro enc ND 1.0 0.5 Diiso ro i ether DIPS ND 1.0 0.5 Eth (benzene ND 1.0 0.5 Ethyl Cert-butyl ether £TBE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hexachloroethane ND 1.0 0.5 2-Hexanone ND 1.0 0.5 lsopropylbenzene ND 1.0 0.5 4-Iso ro vl toluene ND 1.0 0.5 Meth 1-t-but I ether MTBE ND 1.0 0.5 Mcth Icne chloride ND 1.0 0.5 4-Methvl entanonc MIBK ND 1.0 0.5 Naphthalene ND 1.0 0.5 Nitrobenzene " ND 1.0 10 n-Pro vl benzene ND 1.0 0.5 Stvrene ND 1.0 0.5 l 1 12-Tetrachloroethane ND 1.0 0.5 1 1.2.2-Tetrachloroethane ND 1.0 0.5 Tetrachloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1 2 3-Trichlorobenzene A`D 1.0 0.5 1 2,4-Trichlorobenzene ND 1.0 0.5 11.1-Trichloroethane ND 1.0 0.5 1,1.2-Trichloroethane ND 1.0 0.5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane ND 1.0 0.5 1.2 3-Trichloro ro ane ND 1.0 0.5 -1.2.4-Tri meth lbenzene ND 1.0 0.5 1 3 5-Trimcthvlbenzene ND 1.0 0.5 V. Surrogate Recoveries %SS 1: 105 %SSI 99 Comments: i *water and vapor samples are reported in gg/L,soilisludge/solid samples in mg,'kg,product/oi:/non-aqueous liquid samples and ail TCLP& SPLP extracts are reported in mg/L,wipe samples inµglwipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. R surrogate diluted out of range or coelutes with another peak:&) low surrogate duc to matrix interference. h)ii2hter than water immiscible sheen/product is present:i)liquid sample that contains-rcatcr than-I vol.%sediment:j)sample diluted due to high organic content/matrix interference;3)analyte detected below quantitation limits: k)reporting limit near,but not identical to our standard reporting limit due to var:abie Encore sample weight;m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry weight basis;p)see attached narrative:q)reported in ppm. DHS ELAP Certification N° 1644 .�`�- Angela Rydelius,Lab Manager McCamabell Analytical Inc. 1534 Willow Pass Road.Pittsburg,CA 54555-1701 �.-. ' Web:www.mccampbell.com E-mail:main@mccampbell.com "V1RtenOualitvCounts" Telephone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrositio Date Extracted: I2/I2/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/12/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW82608 Work Order. 0712194 Lab ID 0712194-024B Client ID B9-WI-W2 Matrix Water Cornoound Concentration* DF Rep,,;,E Compound Concentration* DF R'nrtih ns Acetone ND 1.0 10 Acrolein(PTOpenal) ND 1.0 5.0 Acrylonitrile ND 1.0 2.0 tert-Am I methvl ether TAME ND 1.0 0.5 Benzene ND 1.0 0-5 Bromobenzene ND 1.0 0.5 Bromochloromethane ND 1.0 0.5 Bromodichloromethanc ND 1.0 0.5 Bromoform ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Buranone MEK ND 1.0 2.0. t-But I alcohol(TSA) ND 1.0 1 5.0 n-Butyl benzene ND 1.0 0.5 sec-Butyl benzene ND 1.0 0.5 tert-Butyl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobenzene ND 1.0 0.5 Chloroethane ND 1.0" 0.5 2-Chloroeth I Vinyl Ether ND 1.0 1.0 Chloroform ND 1.0 0.5 1 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dibromochloromethane ND 1.0 0.5 ] 2-Dibromo-3-chlorooro ane ND 1.0 0.5 1 2-Dibromoethane EDB ND 1.0 0.5 Dibromomethane ND 1.0 0.5 12-Dichlorobenzene ND 1.0 M 13-Dichlorobeniene ND 1.0 0.5 I4-Dichlorobenzene ND 1.0 0-5 Dichlorodifluoromethane ND 1.0 0.5- t.I- .5I.I- ichloroethane ND 1.0 0.5 1 12-Dichloroethane 12-DCA) NQ 1.0 0.5 1 1-Dichloroethene ND 1.0 0.5 cis-1 2-Dichloroethene ND 1.0 0.5 trans-1 2-Dichloroethene ND 1.0 0.5 1 2-Dichloro ro ane ND 1.0 0.5 l -Dichloro ro ane ND 1.0 0.5 2 2-Diehlorooro anc ND 1.0 0.5 f 1-Dichloro ro ene ND 1.0 0.5 cis-I 3-Dichloro ro ene ND 1.0 0.5 trans-l.3-Dichloro ro ene ND 1.0 0.5 Diiso ro I ether DIPS ND 1.0 0.5 Eth Ibenzene .ND 1.0 0.5 Ethyl tert-butyl ether ETBE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hexachloroethane ND 1.0 0.5 2-Hexanone ND 1.0 0.5 Isoprop Ibenzene ND 1.0 0.5 4-1so ro vl toluene ND 1.0 0-5 Mcth 1-t-but 1 ether(MTBE) ND 1.0 0.5 Methvlene chloride ND 1.0 0.5 4-Meth 1-2- entanone MIBK ND 1.0 0.5Naphthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 n-Propyl benzene ND 1.0 0.5 Stvrene ND 1.0 0.5 1.l 12-Tetrachloroethane ND 1.0 0.5 ! ! 2 2-Tetrachloroethane ND 1.0 0.5 Tetrachloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1 2 3-Trichlorobenzene ND 1.0 0.5 1 2 4-Trichlorobenzene ND 1.0 0.5 I 1 1-Trichloroethane ND 1.0 0.5 1 1,2-Trichloroethane ND 1.0 0-5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane ND 1.0 0.5 1 2 3-Trichloro ro ane ND 1.0 0.5 1 2 4-Trimethvlbenzene ND 1.0 0.5 1 3 5-Trimeth Ibenzene NO 1.0 0.5 5 Surrogate Recoveries 104 %SS2: 97 o Z. 104 Comments: •water and vapor samples are reported inµg/L,soil/sludgc'solid samples in mg/kg,product/oil/non-aqueous liquid samples and alt TCLP&SPLP extracts are reported in mg/L,wipe samples in Ng/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable-to this analysis. 4 surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present: 0 liquid sample that contains greater than.-I vol.%sediment:j)sample diluted due to high organic conicnt/matrix interference;J)ar-alyte detected below quantitation limits;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight:m)reporting limit raised due to insufficient sample amount:n'results arc reported on a dry weight basis;p)see attached narrative;q)reported in ppm. DHS ELAP Certification No 1644 Angela Rydelius,Lab Manager McCampbell Analytical I i 1534 Willow Pass Road_Pittsburg,CA 94565-1701 2 nc. Web:wvw.mccampbell.com E-mail:mainGmccampbell.com "When Oualiry Counts" I Teie (tone:877-252-9262 Fax:975-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sample& 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/12/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/12/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SWE260B Work Order. 0712194 Lab ID 0712194-02713 Client ID 1310-WI-W4 Matrix Water p°nint. Reporting Re Comnound Concentration* DF L4,,;, Compound Concentration* DF L;m;, Acetone ND 1.0 10 Acroteln Pro enai ND 1.0 5.0 Acrylonitrile ND 1.0 2.0 tert-Amvl metbvl ether TAME ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene ND 1.0 0.5 Bromochloromethane ND 1.0 0.5 Bromodichloromethane ND 1.0 0.5 Bromoform ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Butanone(MEK) ND 1.0 2.0 t-But l alcohol TBA ND ).0 5.0 n-Butyl benzene ND 1.0 0.5 ec-But 1 bcnze a ND 1.0 0.5 tert-Butyl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobenzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroeth l Vinvi Ether ND I.Q. 1.0 Chloroform ND 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene N 1.0 0.5 Dibromochloromethane ND 1.0 0.5 1 2-Dibromo-3-chloro ro ane ND 1.0 0.5 1 2-Dibromoethane EDS ND 1.0 0.5 Dibromomethane ND I.0 0.5 i.2-Dicfiloroberzene ND 1.0 0.5 1.3-Dichlorobenzene N 1.0 0.5 1,4-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND I.0 0.5 1,1-Dichloroethane ND 1.0 0.5 i 2-Dichloroethine(1,2-DCA) ND 1.0 0.5 I )-Dichloroethene ND 1.0 0.5 cis-I 2-Dichlor ethene ND 1.0 0.5 trans-I 2-Dichloroethene ND 1.0 0.5 1 2-Dichioro ro anc ND 1.0 0.5 l 3-13ichloro ro a e ND 1.0 0.5 2 2-Dichloro ro ane ND 1.0 0.5 I.1-Dichloro ro ene ND 1.0 0.5 cis-1 3-Dichloroaro enc ND 1.0 0.5 trans-1 3-Dichioro ro ene ND 1.0 0.5 Diiso.rovl ether DIPE N 1.0 0.5 Eth lbcnzene ND 1.0 0.5 Ethvl tert-bur yl ether ETBE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hcxachloroerhane ND 1.0 0.5 2-Hexanonc ND 1.0 0.5 Isopropylbenzene ND 1.0 0.5 4-Iso ro vl toluene ND 1.0 0.5 Meth 1-t-but l ether MTBE ND 1.0 0.5 Meth lcne chloride ND 1.0 0.5 4-Meth 1-2- entanone MIBK ND 1.0 0.5 Na hthalene ND 1.0 rO5 Nitrobenzene ND 1.0 10 n-Pro i benzene ND 1.0 Styrene ND 1.0 0.5 I 1 1,2-Tetrachloroethane ND 1.0 1.2 2-Tetrachloroethane ND 1.0 0.5 Tetrachloroethere ND 1.0 Toluene ND 1.0 0.5. 1 2 3-THchlorobenzcnc ND 1.0 1.2 4-Trichlorobenzene ND 1.0 0.5 l I )-Trichloroethane ND 1.0 1 12-Trichloroethane ND I.0 0.5 Trichloroethene ND 1.0LOO.Trichlorofluoromethane ND I.0 0.5 ) 2.3-Trichloro ro anc ND 1.012 4-Trimeth /benzene ND 1.0 0.5135Trimethvlbenzene ND 1.0t c Surro ate Recoveries %SS 1: 104 %SS2: 97 %sqa- 100 Comments: *water and vapor samples are reported in gg/L,soil/sludge/solid samples in mg.'kg.product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mgiL,wipe samples in pg/wipe. ND means not detected above the reporting limit;N/A means analv(c not applicable to this analysis. surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present:i) liquid sample that contains greater than-I vol.%sediment;i)sample diluted due to high organic contenUmatrx interference;J)analyte detected below quantitation limits; k)reporting limit near,but not identical to our standard reporting limit due to variable£ncorc sample weight;m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis;p)see attached narrative:q)reported in ppm. DHS ELAP Certification No 1644 Angela Rydelius,Lab Manager McCampbell Analytical. Inc. 153-d Willow Pass Road,Pirtsburg,CA 94565-1701 Web:www.mccampbell.com E-mail:main@,mccampbeti.com "When Oualitv Counts" Telephone:677-252-9262 Fax:925-252.9269 Purcell Rhodes 8t Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/12/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/12/07 Volatile Organics by P&T and GUMS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0712194-030B Client TD B I 1-W 1-W4 Matrix Water * &cponing * Reporting Comoound Concentration DF 1,it Comoound Concentration DF Limit Acetone ND l,0 1 10 Acrolein Pro enal ND 1.0 5.0 Acrvlonitrile ND 1.0 2.0 tert-Am I methyl ether(TAME) ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene ND 1.0 0.5 romochloromethane ND 1.0 0.5 Bromodichloromethane ND 1.0 0.5 Bromoform ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Butanone MEK ND 1.0 2.0 t-Butyl alcohol TBA ND 1.0 5.0 n-Butyl benzene . ND 1.0 0.5 sec-Butyl benzene ND 1.0 0.5 tert-But I benzene ND 1.0 0.5 Carbon.Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobenzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroeth 1 Vinvl Ether ND 1.0 1.0 Chlorof rtn ND 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dibromochloromethane ND 1.0 0.5 1 2-Dibromo-3-chloro ro ane ND 1.0 0.5 1.2-Dibromoethane EDB ND 1.0 0.5 Dibromomethane ND 1.0 0.5 12-Dichlorobenzene ND 1.0 0.5 13-Dichlorobenzene ND 1.0 0.5 14-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5 1 l-Dichloroethane N`tD 1.0 0.5 1 2-Dichloroethane(] 2-DCA) ND 1.0 0.5 I 1-Dichloroethene ND 1.0 0.5 cis-1.2-Dichloroethene ND 1.0 0.5 trans-I 2-Dichloroethene ND 1.0 0.5 1 2-Dichloro ro ane ND 1.0 0.5 1 3-Dichloro ro ane ND 1.0 0.5 2 2-Dichloro ro ane ND 1.0 0.5 I 1-Dichloro ro ene ND 1.0 0-5 cis-1 3-Dichloro ro enc ND 1.0 0.5 trans-1 3-Dichloro ro enc ND 1.0 0.5 Diiso ro l ether(DIPS) ND 1.0 0.5 Ethvlbenzene ND 1.0 0.5 Ethyl Cert-but I ether ETBE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobut2diene ND 1.0 0.5 Hexachloroethane ND 1.0 0.5 2-Hexanone ND 1.0 0.5 Iso ro vlbenzene ND 1.0 0.5 4-Iso ro vltoluene ND 1.0 0.5 Methvl-t-butvl ether MTBE ND 1.0 0.5 Methylene chloride ND 1.0 0.5 4-Methvl-2- entanone(MIBK) ND 1.0 0.5 Naphthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 n-Pro vl benzene ND 1.0 0.5 Sivrene ND 1.0 0.5 l I.l 2-Tetrachloroethane ND 1.0 0.5 1.1 2.2-Tetrachloroethane ND 1.0 0.5 Tetrachloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1 2 3-Trichlorobcnzene ND 1.0 0.5 1 2.4-Trichlorobcnzene ND 1.0 0.5 1.1.1-Trichloroethane ND 1.0 0.5 I 1,2-Trichloroethane ND 1.0 0.5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane ND 1.0 0.5 ! 2.3-Trichlo opropane ND t.0 0.5 1 2 4-Trimcth (benzene ND1.0 0.5 1.3.5-Trim ctb vlbenzcne ND 1.0 0.5 i S Xylencs NIQ o 0-5 Surrogate Recoveries %SSI: 106 %SS2: 97 0104 Comments: water and vapor samples are reported in gg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in pg/wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. ft surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present: 0 liquid sample that contains greater than-I vol.%sediment;j)sample diluted due to high organic content/matrix interference;J)analyte detected below quantitation lirniis;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight:m)reporting limit raised due to insufficient sample amount;n)results arc reported on a dry weight basis:p)see attached narrative;q)reported in ppm. DHS ELAP Certification No 1644 . �.� Angela Rydelius,Lab Manager ^' Inc. 1334V1'illowPass Road.Pittsburg,CA 94565-1701 McCampbell Analytical z - Web:www.mccampbell.com E-mail:main@.mccampbell.com "When OualitvCounts' I Telephone:677-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 17/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/11/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GUMS(Basic Target List)* Extraction Method: SW50305 AnalvticalMethod: SW8260B WorkOrdcr: 0712194 Lab ID 0712194-0338 CIient ID B)2-WI-W4 Matrix Water Compound Concentration• DF tzCr m„x CotmDound Concentration*1 DF Acetone ND 1.0 10 Acrolein JPropenall ND 1.0 5.0 -Acrylonitrile ND 1.0 2.0 tort-Amy-1 methyl ether TAME ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene NO 1.0 0.5 Bromechloromethane ND 1.0 0.5 Bromodichloromethane ND 1.0 0.5 Bromoform ND 1.0 0.5 Bromomethare ND 1.0 0.5 2-Butanone MEK ND 1.0 2.0 t-But vi alcohol TBA ND 1.0 5.0 n-Butyl benzene ND 1.0 0.5 sec-Butyl benzene ND 1.0 0.5 -tert-Butyl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobenzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroeth I Vinyl Ether ND 1.0 1.0 Chloroform ND 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dibromochloromethane ND 1.0 0.5 12-Dibromo-3-chlor6ro ane ND 1.0 0.5 12- ibromoethane EDB ND 1.0 0.5 Dibromomethane ND 1.0 0.5 1,2-Dichlorobenzene ND 1.0 0.5 1,3-Dichlorobenzene ND 1.0 0.5 14-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND ).0 0.5 1 1-Dichloroethane ND 1.0 0.5 L2-Dichloroethane(1.2-DCA) ND 1.0 0:5 1.1-Dichloroethene ND 1.0 0.5 cis-1.2-Dichloroethene ND 1.0 0.5 trans-I 2-Dichloroethene ND 1.0 0.5 1 2-Dichloro ro anc ND 1.0 0.5 1 3-Dichloro ro a e ND1.0 0.5 2.2-Dichloro ro ane ND 1.0 0.5 1 1-Dichloro ro ene ND 1.0 0.5 cis-1.3-Dichloro ro ene ND I.0 0.5 trans-1 3-Dichloro ro ene ND 1.0 .0.5 Diiso ro vl ether D1PE ND 1.0 0.5 Eth lbenzene ND 1.0 0.5 Ethyl tett-butvl ether ETBE ND 1.0 0.5 Freon 113 ND 1.0 10 licxachlorobutadiene ND 1.0 0.5 fiexachloroethane NO 1.0 0.5 2-14exanone ND i.0 0.5 .1sovrovylbenzene ND 1.0 0.5 4-Iso ro vl toluene ND 1.0 0.5 Methvl-t-but I ether(MTBE) ND 1.0 0.5 Methylene chloride ND 1.0 0.5 4-Methvi-2- entanone MIBK ND 1.0 0.5 Naphthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 n-Pro vl benzene ND 1.0 0.5 Stvrene ND 1.0 0.5 1 I ! 2-Tetrachlororthane ND 1.0 0.5 ] 1 2Z-Tetrachloroethane ND 1.0 0.5 Tetrach;oroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1.2.3-Trichloroben7ene ND 1.0 0.5 1.24-Trichlorobenzene ND 1.0 0.5 I 1 1-Trichloroethane ND 1.0 0.5 1 12-Trichloroethane ND 1.0 0.5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane ND l.0 0.5 1 2 3-Trichloro ro ane ND 1.0 0.5 1 2 4-Trimcthvlbcnzenc ND 1!0 0.5 ] 3 5-Trimethvlbenzene ND 1.0 0.5 5 Surrogate Recoveries %SS1: 107 %SS2: 99 ° Comments: i water and vapor samples arc reported in gg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in gg/wipe. ND means not detected above the reporting limit;N,,A means analyte not applicable to this analysis. surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix interference. h)lighter than water immiscible shecnlproduct is present;i)liquid sample that contains greater than-1 vol. %sediment:j)sample diluted due to high oceanic content/matrix interference:J)analyte detected below quantitation limits:k)reporting limit near,but not identical to our standard reporting limit due to variab;c Encore sample weight:m)reporting limit raised due to insufficient sample amount:n)results arc reported on a dry we:ght basis:p)see attached narrative;q)reported in ppm. DHS FLAP Certification N° 1644 Angela Rydelius,Lab Manager 1534 Willow Pass Road.Pittsburg.CA 94565-1 70 1 McCampbell Analytical, Inc. Web:www.mccempbtll.cam E-mail:mainGmccampbell.com . : "When Ouality Counts" Telephone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosin Date Extracted: I2/11/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0712194-036B Client ID B13-W1-W4 Matrix Water Reporting Reponing Compound Concentration* DF limit Compound Concentration* DF Limit Acetone ND 1.0 10 Acrolein(Propenal) ND 1.0 5.0 Acrylonitrile ND 1.0 2.0 tert-Am 1 methvl ether(TAME) ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene ND 1.0 0.5 Bromochloromethane ND 1.0 0.5 Bromodichloromethar.e ND 1.0 0.5 Bromoform ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Butanone MEK ND 1.0 2.0 t-Butvl alcohol TBA ND 1.0 5.0 n-Butvt benzene ND 1.0 0.5 sec-Butvl benzene ND 1.0 0.5 tert-Butvl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlorobenzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 1 2-Chloroethvl Vinvl Ether ND 1.0 1.0 Chloroform ND 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dibromochloromethane ND 1.0 0.5 1 2-Dibromo-3-chloro ro ane ND 1.0 0.5 1 2-Dibromoethane ED ND 1.0 0.5 Dibromomethane ND 1.0 0.5 3.2-Dichlorobenzene ND 1.0 0.5 1.3-Dichlorobenzene ND 1.0 0.5 14-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5 1 1-Dichloroethane ND 1.0 0.5 l 2-Dichloroethane 1.2-DCA ND 1.0 0.5 I 1-Dichloroethene ND 1.0 0.5 cis-l2-Dichloroethene ND 1.0 0.5 trans-1 2-Dichloroethene ND 1.0 0.5 1,2-Dichlororo ane ND 1.0 0.5 13-Dichloro ro ane ND 1.0 0.5 2 2-Dichloro ro ane ND 1.0 0.5 l 1-Dichloro ro ene ND 1.0 0.5 cis-1 3-Dichloro ro ene ND 1.0 o.5- trans- .5 trans-1 3-Di chloro ro ene ND 1.0 0.5 Diiso ro I ether D1PE ND 1.0 0.5 Eth !benzene ND 1.0 0.5 Eth 1 tert-butyl ether ETRE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hexachloroethanc ND 1.0 0.5 2-Hexanone ND 1.0 0.5 [so ro lbenzene ND 1.0 0.5 4-Iso ro I toluene ND 1.0 0.5 Methvl-t-butvl ether MTBE ND i.0 0.5 Methylene chloride ND 1.0 0.5 4-Meth I-2- cntanone MUM ND 1:0 0.5 Naphthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 n-Pro vl benzene ND 1.0 0.5 Stvrene ND 1.0 0.5 I 112-Tetrachloroethane ND 1.0 0.5 1 1,2.2-Tetrachloroethane NO 1.0 0.5 Tetrachloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1 2 3-Trichlorobenzene ND 1.0 0.5 1 24-Trichlorobenzere ND 1.0 1 0.5 I ] 1-Trichloroethane ND 1.0 1 0-5 1 12-Trichloroethane ND 1.0 0.5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane ND 1.0 0.5 1 2.3-Trichloro ro ane ND 1.0 0.5 1 2 4-Trimetbvlbenzene ND 1.0 0.5 1 3 5-Trimerhvlbcnzcne ND 1.0 0.5 SXylenes NQ5 Surro ate Recoveries %SS 1: 105 a/SS2: 97 o Z. 7 Comments: •water and vapor samples are reported in gg/L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg!L,wipe samples in gg/wipe. ND means not detected above the reporting limit.N/A means analyte not applicable to this analysis. +r surrogate diluted out of range or coelutes with another peak;&)low surrogate due to matrix interference. h)I:ghter than water immiscible sheen/product is present:i)liquid sample that contains greater than-i vol.%sediment.i)sample diluted due to high organic contentimatrix interference;J)analyte detected below quantitation limits:k)reporting limit near.but not identical to our standard reporting limit due to variable Encore sample weight;m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis;p)see attached narrative:q)reported in ppm. DHS ELAP Certification N° 1644 Angela Rydelius,Lab Manager McCampbell Analvdcal. Inc. 1534 Willow Pass Road,Pittsburg.CA 94565-170; { 1. Web:www.racczmpbel!.com E-mail:riaii@mcc2mphell.com "When Oualiry Counts" Telenitone:877-252-9262 Far:925=252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01:CCR Date Sampled; 12/03/07 Hangars. Date Received: 12/06!07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/11/07 . Pleasant Hill,CA 94523 Client P.O-: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030S Analytical Method: SW82608 Work Order: 0712194 Lab ID 0712194-039B Client ID B14-WI-W4 Matrix Water Acponing - !L-Limh Comnound Concentration* DF Limit Comtiound Concentration* DF L;T;, Acetone ND 1.0 10 Acrolein Pro mal ND 1.0 5.0 Acrylonitrile ND 1.0 2.0 tert-Amvl methvl ether TAME ND 1.0 0.5 Ben2ene ND 1.0 0.5 Bromobenzene ND 1.0 0,5 BromochIoro methane ND 1.0 0.5 Bromodichloromethane ND 1.0 0.5 Bromoform ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Rutanone MEK ND 1.0 2.0 t-Butyl alcohol TBA ND 1.0 1 5.0 n-Butyl benzene ND 1.0 0.5 sec-Suryl benzene ND 1.0 1 0.5 tert-Butyl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disulfide ND 1.0 0.5 Chlor benzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroethvl Vinvl Ether ND 1.0 1.0 Chloroform ND 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluenc ND 1.0 0.5 Dibromochlorom thane ND 1.0 0.5 1 2-Dibromo-3-chloro ro ane ND 1.0 0.5 12-Dibromoethane EDB ND 1.0 0.5 Dibromomcthane ND 1.0 0.5 12-Dichlorobenzene ND 1.0 0.5 1,3-Dichlorobenzene ND 1.0 0.5 14-Dichlorobenzene ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5 I 1-Dichloroethane ND 1.0 0.5 1 2-Dich)or ethane(I 2-13CA ND 1.0 0.5 I-1-Dichloroethene RID 1.0 0.5 cis-1.2-Dichloroethene ND 1.0 0.5 trans-1 2-Dichloroethene ND 1.0 0.5 1 2-Dichloro ro ane ND ).0 0.5 1 3-Dichloro ro ane ND 1.0 0.5 2 2-Dichloro ro ane ND 1.0 0.5 1.1-Dichloro ro enc ND 1.0 0.5 cis-1''-Dichloro ro ene ND 1.0 0.5 trans-1 3-Dichloro ronene ND 1.0 .0.5 Diiso ro vl ether(DIPE) ND 1.0 0.5 EthvIbenzgne NO 1.0 0.5 Ethvl tort-butyl ether(ETBE) NQ 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hexachloroethane ND 1.0 0.5 2-Hexanone ND 1.0 0.5 iso ro vlbcnzene ND 1.0 0.5 4-Iso ro I toluene ND 1.0 0.5 Meth I-t-but 1 ether MTBE ND1.0 0.5 Methylene chloride ND 1.0 0.5 4-Methvl- - entanone(MIRK) ND 1.0 0.5 Naphthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 n-Provvl benzene NO 1.0 0.5 Styrene ND 1.0 0.5 1.1.1,2-Tetra bloroethane ND 1.0 0.5 1.1 2 2-Tetrachloroethane ND 1.0 0.5 Tetrachloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1 2 3-Trichlorobenzene ND 1.0 0.5 1.2 4-Trichlorobenzene ND 1.0 0.5 l 1.1-Trichloroethane ND 1.0 0.5 1,1 2-Trichloroethane ND 1.0 0.5 Trichloroethene ND 1.0 0.5 Trichlorofluoromethane ND 1.0 0.5 ] 2 3-Trichloro ro ane ND 1.0 0.5 i 2 4-Trimerhvibenzene ND 1.0 0.5 1 3 5-Trimethvlbcnzene ND 1.0 0.5 Vinyl Chloride- S Xylenes S Surrogate Recoveries %SS 1: 105 %SS2: 97 o Z Comments: *water and vapor samples are reported in pg/L,soil/sludge/solid samples in mglkg,product/oilinon-aaucous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples inµ-.!wipe. ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. #surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible sheen/product is present;i)liquid sample that contains greater than-.1 vo':.%sediment;j)sample di!uted due to high organic content/matrix interference:J)analyte detected below quantitation limits;k)reporting limit near,but not identical to our standard reporting limit due to variable Encore sample weight;m)reporting limit raised due to insufficient sample amount;n)results are reported on a dry weight basis;p)see attached narrative;q)reported in ppm. DHS FLAP Certification NII 1644 Angela Rydelius,Lab Manager McCampbell Analytical, Inc. 1534 Willow Pass Road.Pittsburg,CA 94565-1701 Web:www.mccartt ell.com E-mail:main ecatn Il.com W "When Ouahry Counts" Telephone:877-253-9262 Fax:925-252-9269p Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12111/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/11/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extraction Method: SW5030B Analytical Method: SW8260B Work Order. 0712194 Lab ID 0712194-042B Client ID B15-WI-W4 Matrix Water Comoound Concentration* DF IOm;,g Compound lConcentration DF I F` ,;s Acetone ND 1.0 10 Acrolein Pro enal ND 1.0 5.0 Acrylonitrile ND 1.0 2.0 tert-Am•1 tnethvl ether(TAME) ND 1.0 0.5 Benzene ND 1.0 0.5 Bromobenzene ND 1.0 0.5 Bromochloromethaue ND 1.0 0.5 Bromodichloromethane ND 1.0 0.5 Bromoform ND 1.0 0.5 Bromomethane ND 1.0 0.5 2-Butanone MEK ND 1.0 2.0 1 t-But 1 alcohol TBA ND 1.0 1 5.0 n-But l benzene ND 1.0 0.5 sec-Butyl benzene ND 1.0 0.5 tert-Butyl benzene ND 1.0 0.5 Carbon Tetrachloride ND 1.0 0.5 Carbon Disuffide ND 1.0 0.5 Chlorobenzene ND 1.0 0.5 Chloroethane ND 1.0 0.5 2-Chloroeth I Vinyl Ether ND 1.0 1.0 Chloroform ND 1.0 0.5 Chloromethane ND 1.0 0.5 2-Chlorotoluene ND 1.0 0.5 4-Chlorotoluene ND 1.0 0.5 Dib romochIoromethane ND 1.0 0.5 1'2-Dibromo-3-chloro ro ane ND 1.0 0.5 12-Dibromoethane EDB ND 1.0 0.5 Dibromomethane ND 1.0 0.5 1.2-Dichlorobenzene ND 1.0 0.5 1.3-Dichlorobenzene ND 1.0 0.5 14-Dichlorobenzcne .. ND 1.0 0.5 Dichlorodifluoromethane ND 1.0 0.5 1 1-Dichloroethane ND 1.0 0.5 1 2-Dichloroethane(1.2-DCA) ND 1.0 0.5 I 1-Dichloroethene ND 1.0 0.5 cis-I 2-Dichloroethene ND 1.0 0.5 trans-l.2-Dichloroethene ND 1.0 0.5 1 2-Diehl ro ro ane ND 1.0 0.5 13-Dichloro ro ane ND 1.0 0.5 2 2-Dichloro ro anc ND 1.0 0.5 I 1-Dichloro ro ene ND 1.0 0.5 cis-1 3-Dichloro ro ene ND 1.0 0.5 trans-1 3-Dichloro ro enc ND I.0 0.5 Diiso ro vl ether DIPS ND 1.0 0.5 Eth (benzene ND 1.0 0.5 Ethvl tert-butvl ether ETBE ND 1.0 0.5 Freon 113 ND 1.0 10 Hexachlorobutadiene ND 1.0 0.5 Hexachloroethane ND 1.0 0.5 2-Hexanone ND 1.0 0.5 Iso ropylbenzene ND 1.0 0.5 4-Iso ro vl toluene ND 1.0 0.5 Methvl-t-butvl ether MTB ND 1.0 0.5 Methylene chloride ND 1.0 0.5 4-Methvl-2- entanone MIRK ND 1.0 0.5 Na hthalene ND 1.0 0.5 Nitrobenzene ND 1.0 10 n-Propyl benzene ND 1.0 0.5 St rene ND 1.0 0.5 1.1 1,2-Tetrachloroethane ND 1.0 0.5 1 1.2 2-Tetrachloroethane ND 1.0 0.5 Tetrachloroethene ND 1.0 0.5 Toluene ND 1.0 0.5 1 2 3-Trichlorobenzcne ND 1.0 0.5 1 2 4-Trichlorobenzene ND 1.0 0.5 1 l 1-Trichloroethane ND I.0 0.5 1 12-Trichloroethane ND 1.0 0.5 Trichloroethene ND ).0 0.5 Trichlorofluoromethane ND 1.0 0.5 { 2 3-Trichloro t-o ane ND 1.0 0.5 1 2 4-Trimcth (benzene ND 1.0 0.5 1 3 5-Trimethvlbcnzcne ND I.0 0.5 C Surro ate Recoveries %SS 1: 103 %SS2: 96 o � Comments: i water and vapor samples are reported in gg,L,soil/sludge/solid samples in mg/kg,product/oil/non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg/L,wipe samples in ttg/wipe. ND means not detected above the reporting limit;N/A means analyte not.applicable to this analysis. surrogate diluted out of range or coclutes with another peak:&)low surrogate due to matrix interference. h)lighter than waicr immiscible sheen/product is present; i)liquid sample that contains greater than-I vol.%sediment;j)sample diluted due to high organic content/matrix interference;J)analyte detected below,quantitation limits;k)reporting lirvit near.but not identical to our standard reporting limit duc to variable Encore sample weight:m)reporting limit raised due to insufficient sample amount:n)results are reported on a dry weight basis;p)see attached narrative:q)reported in ppm. DHS ELAP Certification No 1644. .� Angela Rydelius,Lab Manager 1534 Willow Pass Road.Pittsburg,CA 94565-1701 McCampbell Analytical, Inc.-.` Web:www.mccampbell.com E-mail:main@mcczmpbal).corn "When Ouaiity Counts" Telephone:877-253-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: ;7372-01 CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave . Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523. Client-P.O.: I Date Analyzed 12/10/07-12/11/07 CAM/CCR 17 Metals* Lab ID 0712194-006C 0712194-009C 0712194-012C 0712194-015C Reporting Limit Cor DF=i; Client ID B3-WI-W4 I B4-W 1-W4 B5-WI-W4 136-W I-W4 ND means not detected above the reporting limit Matrix W Wt W W s W Extraction Type TOTAL TOTAL TOTAL J TOTAL n g/kg µg2 ICP-MS Metals,Concentration* 4nalvtical Method: E200.8 Extraction Method: E200.8 Work Order: 0712194 Dilution!=actor l l I 1 ' 1 f Antimony ND ND ND ND NA 0.5 Arsenic 12 8.4 7.2 8.4 NA 0.5 Barium 490 590 600 460 NA 5.0 Bervilium ND ND ND ND NA 0.5 Cadmium 0.42 0.55 0.36 0.52 NA 0.25 Chromium 40 41 35 32 NA 0.5 Cobalt 18 14 12 17 NA 0.5 Conner 15 16 16 14 NA 0.5 Lead Il 16 10 8.3 NA 0.5 Mercury 0.033 0.023 0.021 0.028 NA 0.012 Mof bdcnum 7.0 2.4 2.8 18 NA 0.5 Nickel 54 51 42 49 NA 0.5 Selenium 0.72 ND ND 0.62 NA 0.5 Silver ND ND ND 0.38 NA 0.19 Thallium ND ND ND ND NA 0.5 Vanadium 57 56 49 52 NA 0.5 Zinc 49 60 48 41 NA 5.0 %SS: 96 98 95 96 Comments 'water samples are repotted in 1tg/L,prcductioil/non-aqueous liquid samples and all TCLP/STLC/DISTLC/SPLP extracts are reported in mg/L,soil/sludge/solid samples in maikg,wipe samples inµg/wipe, filter samples in Itg/filter. n means surrogate diluted out of range;ND means not detected above the reporting limit;N.!A means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test(STLC). Di WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-1 vol.%sediment;for DISSOLVED metals,this sample has been preserved prior to filtration; for TOTAL^metals,a representative sediment-water mixture was divested;j)reporting limit raised due to insufficient sample amount;J)analyte detected below quantitatior.limits;k)reporting limit raised due to matrix interference;m)estimated value due to low/high surrrogate recovery, caused by matrix interference;n)results arc reported on a dry weight basis;p)see attached narrative. n DHS ELAP Certification No 1644 Angela Rydelius, Lab Manager McCampbell Analytical Inc. 1534 Willow Pass Road.Pittsbu-e.CA 94565-1701 m' - Web: E-mail:mainCmceampbell.com "When Oualiry Counts" Telephone:877-252-9262 Fax:925-352-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 17/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07-12/11/07 CAM/CCR 17 Metals* t Lab ID 0712194-018C 0712194-021 C 0712194-0240 0712194-0270 Reporting Limit for DF=1; Client ID B7-WI-W4 B8-WI-W2 B9-WI-W2 BIO-WI-W4 ND means not detected above the reporting limit Matrix W W W W S W Extraction Type TOTAL TOTAL TOTAL TOTAL m,nto µ;IL ICP-MS Metals,Concentration* I Analvtical Method: E200.8 Extraction Method: E200.8 Work Order: 0712194 Dilution Factor 1 1 1 1 I ,I 1 Antimonv ND ND 0.56 1.4 NA 0.5 Arsenic 21 54 11" 13 NA 0.5 Barium 980 4200 700 650 NA 5.0 Bervllium 0.77 3.2 ND 0.56 NA 0.5 Cadmium 1.3 4.3 0.49 1.2 NA 0.25 Chromium 68 410 74 56 NA 0.5 Cobalt 46 100 20 30 NA 0.5 Coaxer 35 230 30 27 NA 0.5 Lead 22 120 12 28 NA 0.5 Mercury 0.061 0.40 0.074 0.039 NA 0.012 Molybdenum 28 5.5 35 17 NA 0.5 Nickel 130 680 91 84 NA 0.5 Selenium 1.4 4.8 0.74 1.0 NA 0.5 Silver 0.25 0.66 0.44 ND NA 0.19 Thallium ND 1.7 ND ND NA 0.5 Vanadium 130 370 79 86 NA 0.5 Zinc 110 560 71 78 NA 5.0 %Ss: 96 97 96 98 Comments i 'water samples arc reported inµg/L,productloil/non-aqueous liquid samples and all TCLP!STLC'DISTLC!SPLP extracts are reported in mg/L,soil/sludge/solid samples in mg/kg,wipe samples in 4g/wipe,filter samples in'µg/filter. r means surrogate diluted out of range:ND means not detected above the reporting-limit;N!A means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Wastc Extraction Test(STLC). DI WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-I vol.%sediment;for DISSOLVED metals,this sample has been preserved prior to filtration;for TOTAL^metals,a representative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount;J)analyte detected below quantitation limits:k)reporting limit raised due to matrix interference;m)estimated value due to low/high surrrogatc recovery, caused by matrix interference.n)results are reported on a div weight basis;p)see'attached narrative. DHS ELAP Certification No 1644. Angela Rydelius, Lab Manager r M&ampbell Analytical Inc. 1534 Willow Pass Road_Pittsburg,CA 94565-1701 -, Web:wwaE w.mcmpbell--om -mail:mains ccampbell.cvm t • "When Oualin•Counts" Telephone:377-252-9262 Fax:935-353.9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosin Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07-12/11!07 CAM/CCR 17 Metals* Lab ID 0712194-030C 0712194-033C 0712194-036C 0712194-039C Reporting Limit for DF=1; Client ID B 11-W I-W4 1312-WI-W4 B13-W1-W4 814-WI-W4 ND means not detected above the reporting limit Matrix W W W W s W Extraction Type TOTAL I TOTAL TOTAL TOTAL mglkg g,.,L ICP-MS Metals,Concentration* Analvtical Method: E200.8 Extraction Method: E200.8 Work Order. 0712194 Dilution Factor I I I 1 1 1 Antimony 0.50 ND ND ND NA 0.5 Arsenic 17 64 85 18 NA 0.5 " Barium 580 1400 14 DO 610 NA 5.0 Beryllium 0.58 1.6 1.0 0.63 NA 0.5 Cadmium 0.68 2.0 1.4 1.9 NA 0.25 Chromium 70 170 100 69 NA 0.5 Cobalt 23 63 52 23 NA 0.5 Copper 25 76 57 62 NA 0.5 Lead 14 51 31 17 NA 0.5 Merctuv 0.040 0.13 0.15 0.13 NA 0.012 Molvbdenurn 57 31 24 23 NA 0.5 Nickel 93 290 180 89 NA 0.5 Selenium 0.85 1.4 2.0 1.3 NA 0.5 Silver ND 0.24 ND 0.22 NA 0.19 Thallium ND 0.63 0.52 NQ NA 0.5 Vanadium 90 200 160 94 NA 0.5 Zinc 78 250 160 97 NA 5.0 %SS: 97 98 97 96 Comments i *water samples are reported in ggfL.productfoil/non-aqueous liquid samples and all TCLP!STLC%DISTLC f SPLP extracts are reported in mg/L.soil/sludge/solid samples in mg/kg,wipe samples inµg!wipe,filter samples inµg/filter. t!means surrogate diluted out of range;ND means not detected above the reporting limit;N!A means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test(STLC). DI WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-I vol.%sediment.for DISSOLVED metals.this sample has been preserved prior to filtration;for TOTAL^metals,a representative sediment-water mixture was digested:j)reporting limit raised due to insufficient sample amount:J)analyte detected below quantitation limits,k)reporting limit raised due to matrix interference:m)estimated value due to low/high surrrogate recovery, caused by matrix interference;n)results arc reported on a dry weight basis:p)see attached narrative. DHS ELAP Certification N° 1644 - Angela Rydelits, Lab Manager 1VIcCampbell Analytical,;Inc. 1534 Willow Pass Road Pittsburg.CA 94565-1701 Web:www.mecampbell.com E-mail:main[ecampbell.corn "When Oualiry Counts" Tel hone:877.252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosin Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10./07-12/11/07 CAM/CCR 17 Metals* Lab ID 0712194-042C Reporring Limit for DF=1; Client ID B15-WI-W,4 I ND means not detected above the reporting limit Matrix W s W Extraction Type TOTAL, mg/kg pg/L 1C1"-MS Metals,Concentration* Analvtical Method: E200.8 Extraction Method: E200.8 Work Order: 0712194 Dilution Factor I I I I Antimonv ND NA 0.5 Arsenic 100 NA 0.5 Barium 7200 NA 5.0 Beryllium NA 0.5 Cadmium 45 NA 0.25 Chromium 630 NA 0-5 Cobalt 350 NA 0.5 Copper 1800 NA 0.5 Lead 210 NA 0.5 Mercury 6.3 NA 0.012 Molybdenum 37 NA 0.5 Nickel 1300 NA 0.5 Selenium 10 NA 0.5 Silver 4.9 NA 0.19 Thallium 3.3 NA 0.5 Vanadium 640 NA 0.5 Zinc 1000 NA 5.0 %SS: 96 Comments *water samples arc reported inµg/L;product/oil/non-aqueous liquid samples and all TCLP/STLC/DISTLC/SPLP extracts are reported in mg/L,soil/sludge/solid samples in mg/kg,wipe samples inµg/wipe.filter samples in p.g/filter. #means surrogate diluted out of range; ND means not detected above the reporting limit;•NIA means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test(STLC). DI WET=Waste Extraction Test using de-ionized water. 0 aqueous sample containing greater than—1 vol.%sediment;for DISSOLVED metals,this sample has been preserved prior to filtration:for TOTAL^metals,a representative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount;!)analyte detected below quantitation limits;k)reporting limit raised due to matrix interference;m)estimated value due to low/high surrrogatc recovery, caused by matrix interference;n)results are reported on a dry weight basis;p)see attached narrative. DHS FLAP Certification No 1644 Angela Rydelius, Lab Manager Ste' 1534 1s'i:low Pass Road.Pittsburg,CA 94565-1701 McCampbell Analytical, Inc. r^:•, Web:www.mccampbell.com E-mail:main a;mccampbell.com "When Ouali:v Counts" Telcoltone:877-352-9362 Fax:925-252-9369 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosin Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07-12/11/07 CAM/CCR 17 Metals* Lab ID 0712194-042C Reporting Limit for DF=l Client ID B 15-W 1-W4 ND means not detected above the reporting limit Matrix W s W Extraction Type TOTAL ' mglkg ug�t ICP-MS Metals,Concentration* Analvtical Method: E200.8 Extraction Method: E300.8 Work Order: 0712194 Dilution Factor 1 1 1 Antimonv ND NA 0.5 Arsenic 100 NA 0.5 Barium 7200 NA 5.0 Bervllium 3.9 NA 0.5 Cadmium 45 NA 0.25 Chromium 630 NA 0.5 Cobalt 350 NA 0.5 Coouer 1800 NA 0.5 Lead 210 NA 0-5 Mercury 6.3 NA. 0.012 Mol bdenum 37 NA 0.5 Nickel 1300 NA 0.5 Selenium 10 NA 0.5 Silver 4.9 NA 0.19 Thallium 3.3 NA 0.5 Vanadium 640 NA 0.5 Zinc 1000 NA 5.0 %SS: 96 Comments i *water samples are reported inµg/L,product/oil/non-aqueous liquid samples and.all TCLP/STLC/DISTLC SPLP extracts are reported in mg/L,soil/sludge/solid samples in mg/kg,wipe samples in ug/wipe,filter sampics in ug/filter. R means surrogate diluted out of range;ND means not detected above the reporting limit;N,A means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test(STLC). DI WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than—1 vol.%sediment;for DISSOLVED metals.this sample has been preserved prior to filtration; for TOTAL^metals,a representative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount;J)analyte detected below quantitation limits;k)reporting limit raised due to matrix interference;m)estimated value due to low!high surrrogate recovery, caused by matrix interference:n)results are reported on a dry weight basis:p)see attached narrative. DHS ELAP Certification No 1644 Angela Rydelius, Lab Manager /— Inc 1534 Willow Pass Road Pittsburg,CA 94565-1701 McCampbell Analvhcal ' ' Web:www.mccampbell.com E-mail:mainCa mccampbell.com "When Oualitv Counts" Telephone:977-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted- 12/07107 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07-12111/07 CAM/CCR 17 Metals* Lab ID 071 2 1 9400I A j 0712194-002A 0712194-003A t712194-004A Reporting Limit for DF=1: Client ID B1-Sl B2-Sl B2-S2 B3-Sl Nil means not detected above the reporting limit Matrix S S S S • s w Extraction Type TOTAL TOTAL TOTAL TOTAL mg/Kg mg/L ICP-MS Metals,Concentration* Analytical Method: 6020A Extraction Method: SW3050B Work Order: 0712191__j Dilution Factor I 1 1 ! 1 1 Antitnonv ND. ND ND ND 0.5 NA Arsenic 4.1 8.1 3.9 4.2 0.5 NA Barium 100 150 150 150 5.0 NA Beryllium ND ND ND ND 0.5 NA Cadmium ND 0.29 ND ND 0.25 NA Chromium 28 50 28 32 0.5 NA Cobalt 6.2 14 7.6 7.3 0.5 NA Copper 7.4 31 9.4 II 0.5 NA Lead 4.6 12 6.2 5.9 0.5 NA Mercury ND 0.068 ND ND 0.05 NA Molvbdenum ND ND ND ND 0.5 NA Nickel 24 66 28 30 0.5 NA Selenium ND ND ND ND 0.5 NA Silver ND ND ND ND 0.5 NA Thallium ND ND ND ND 0.5 NA Vanadium 36 83 38 38 0.5 NA Zinc 266 33 33 5.0 NA %SS: 100 +_1100 101 97 Comments *water samples are reported in gg/L,product/oil.!non-acueous liquid samples and all TCLP I STLC 1 DISTLC %SPLP extracts arc reported in m,-,'L,soilisludge/solid samples in mg/kg,wipe samples in pg'wipc,filter samples in pg/filter. #means surrogate diluted out of range:ND means not detected above the reporting limit;N:A means not applicable to this sample or instrument_ TOTAL=acid digestion. WET=Waste Extraction Test(STLC). DI WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-1 vol.%sediment:for DISSOLVED metals,this sample has been preserved prior to filtration:for TOTAL^metals,a representative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount:J)analyte detected below quantitation limits;k)reporting Limit raised due to matrix interference;m)estimated value due to(ow/high surrrogate recovery, caused by matrix interference:n)results are reported on a dry weight basis:p)sec attached narrative. DHS ELAP Certification N° 1644 Angela Rydelius, Lab Manager . 1534 Willow Pass Road,Pittsburg.CA 94565.1701 On McCampbell Analytical, Inc Web:wtvu�.mccampbell.com E-[nail:mainLmccampbeIlxxm "When Oualiry Counts" Telephone:877-252-9262 Fax:923-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed '12/10/07-12/11/07 CAM/CCR 17 Metals* Lab ID 0712194-005A 0712194-007A 0712194-008A 0712194-010A Reporting Limit for DF-1; Client 11) 133-S2 B4-SI 134-52 135-Sl ND means not detected above the reporting limit. Matrix S S S S S w Extraction Type TOTAL. TOTAL TOTAL TOTAL mgfKg mg/L i ICP-MS Metals,Concentration* LAnalvtica1 Method: 6020A Extraction Method: SW3050B Work Order: 0712194 Dilution Factorl I I I 1 1 1 II Antimony ND 0.51 ND ND 0.5 NA Arsenic 3.3 6.6 15 4.6 0.5 NA Barium 81 170 140 140 5.0 NA Beryllium ND ND ND ND 0.5 NA Cadmium ND' 0.93 0.32 ND 0.25 NA Chromium 16 43 21 30 0.5 NA Cobalt 6.5 9.6 9.9 7.7 0.5 NA CODDCr 4.7 25 7.5 9.5 0.5 NA Lead 3.6 52 _ 5.7 6.0 0.5 NA Mcrcury ND 0.068 ND ND 0.05 NA Mol bdenum ND ND 2.9 ND 0.5 NA Nickel 17 46 24 27 0.5 NA Selenium ND ND ND ND 0.5 NA Silver ND ND ND ND 0.5 NA Thallium ND ND ND ND 0.5 NA Vanadium 26 57 37 1 37 0.5 1 NA Zinc 18 85 23 31 5.0 NA °/GSS: 99 102 97 97 Comments "water samples arc reported in pg/L,product/oil/non-aqueous liquid samplcs and all TCLP/STLC/DISTLC/SPLP extracts are reported in mg/L,soil/sludge/solid samples in mg/kg,wipe samples in gg/wipe,filter samples iii gg/filter. means surrogate diluted out of range;ND means not detected above the reporting limit:NIA means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test(STLC). ' DI WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-1 vol.%sediment: for DISSOLVED metals,this sample has been preserved prior to filtration:for TOTAL^metals,a representative sediment-water mixture was digested:j)reporting limit raised due to insufficient sample amount:J)analyte detected below quantitation limits:k)reporting limit raised due to matrix interference:m)estimated value duc.to low/high surrrogatc recovery, caused by matrix interference:n)results are reported on'a dry weight basis:p)see attached narrative. DHS ELAP Certification N° 1644 Angela Rydelius,Lab Manager McCampbell Analytical Inc. 1534 willow Pass Road,Pinsbu e,CA 94565-1701 Web:www rimampbell.com E-mail:main@mccampbell.com Ar "When Oua)iry Counts" Telephone:577-252-9262 Fax:935-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analysed 12/10/07-12/11/07 L CAM/CCR 17 Metals* Lab ID 0712194-01 1A 0712194-013A. 0712194-014A 0712194-016A Reporting Limit for DF 1; Client 1D 135-S2 B6-S1 B6-S2 B7-S1 ND means not detected above the reporting limit Matrix S S S S s W Extraction Type I TOTAL TOTAL TOTAL TOTAL mg/Kg malt ICP-MS Metals,Concentration* Analvtical Method: 6020A Extraction Method: SW30508 Work Order. 0712194 Dilution Factor 1 1 1 i 1 I Antimonv ND ND ND ND 0.5 NA Arsenic 4.8 4.8 4.1 3.2 0.5 NA Barium 160 160 180 110 5.0 NA Beryllium ND ND ND 0.55 0.5 NA Cadmium ND 0.26 ND ND 0-25 NA Chromium 35 37 .41 17 0.5 NA Cobalt 7.8 7.4 1.9 7.6 0.5 NA Copper 13 13 14 11 0.5 NA Lead 6.2 10 5.7 4.3 0.5 NA Mercury ND ND ND ND 0.05 NA Mol bdenum NO NO ND ND 0.5 NA .Nickel 33 35 40 15 0.5 NA Selenium ND ND ND ND 0.5 NA Silver ND ND ND ND 0.5 NA Thallium ND ND ND ND 0.5 NA Vanadium 40 1 43 43 1 61 1 0.5 1 NA Zinc 38 38 38 42 5.0 NA %SS: 102 95 102 102 Comments 'water samples are reported in pg/L,product/oil/non-aqueous liquid samples and all TCLP/STLC!DISTLC/SPLP extracts are reported in mg/L,soil/studge/solid samples in mg/kg,wipe samples in pg/wipe,filter samples in pg/filter. means surrogate diluted out of range: ND means not detected above the reporting limit;NrA means not applicable to this sample or instrument. TOTAL= acid digestion. WET= Waste Extraction Test(STLC). DI WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-1 vol.%sediment; for DISSOLVED metals,this sample has been preserved prior to filtration; for TOTAL^metals,a representative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount;J)analyte detected below quantitation limits;k)reporting limit raised due to matrix interference;m)estimated value due to low,'high surrrogate recovery. caused by matrix interference:n)results are reported on a dry weight basis:p)see attached narrative. DHS ELAP Certification No 1644 = Angela Rydelius,Lab Manager --� 1534 Wi;low Pass!toad,Pirsburg.CA 94565-1 70 1 McCamubell Analytical, Inc. ��,`,-, Web:www.mccampbell.com E-mail:main@mctxmpbell.com "Wizen Ouality Counts" Telephone:877-252-9263 Fax:925-252-9269 Purcell Rhodes&Associates Client Project 0: #7372-01;CCR Date Sampled: 12/03/07 Hangars' Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Atnb.rosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07-12/11/07 CAM/CCR 17 Metals* i Lab ID 0712194-017A 0712194-019A 0712194-020A t 0712194-022A Repotting Limit for DF=l: Client ID B7-S2 B8-S1 B8-S2 B9-S1 ND means notderected t above the reporting limit Matrix S S S l S s W Extraction Type TOTAL TOTAL TOTAL TOTAL mg/Kg mg/I- 1CP-MS Metals,Concentration* AnaiviicalMethod: 6020A Extraction Method: SW3050B. Work Order. 0712194 f Dilution Factor 1 1 I i 1 Antimony ND ND ND ND 0.5 NA Arsenic 4.1 2.1 4.1 4.5 0.5 NA Barium 120 59 120 160 5.0 NA Bervilium ND ND ND ND 0.5 NA Cadmium ND ND ND ND 0.25 NA Chromium 24 16 23 36 0.5 NA Cobalt 7.2 8.1 6.6 7.6 0.5 NA Cooper 8.0 9.0 7.4 12 0.5 NA Lead 4.7 4.0 4.1 7.4 0.5 NA Mercury ND ND ND ' ND 0.05 NA Molvbdenum 0.52 NO ND ND 0.5 NA .Nickel 25 13 22 34 0.5 NA Selenium ND ND ND ND 0.5 NA Silver ND ND ND ND 0.5 NA Thallium ND ND ND ND 1 0.5 NA Vanadium 35 58 33 42 1 0.5 NA Zinc 25 40 24 35 1 5.0 NA °/GSS: 104 100 10o 104 Comments *water samples are reportcd in 4g/L.product/oil/non-aaueous liquid samples and all TCLP/STLC/DISTLC/SPLP extracts are reported in mg/L.soil/sludge/so(id samples in mg/kg,wipe samples in ug/wipe,filter samples in pg/alter. #means surrogate diluted out of range;ND means not detected above the reporting limit;NIA means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test(STLC). Dl WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-1 vol.%sediment;for DISSOLVED metals,this sample has been preserved prior to filtration; for TOTAL^metals.a representative sediment-water mixture.was digested;j)reporting limit raised due to insufficient sample amount;J)analyte detected below quantitation limits;k)reporting limit raised due to matrix interference;m)estmated value due to low/high surrrogare recovery_ caused by matrix interference:n)results are reported on a dry weight basis;p)see attached narrative. DHS FLAP Certification N° 1644 Angela Rydelius,Lab Manager McCain bell Analytical, Inc. 1534 Willow Pass Road.Pittsburg.CA 94565-1701 �•: ti Web:www.mccampbell.com E-trail:main@mccampbell com "When Oualiry Counrs" Telephone:877-252-9362 Fax:925-252-9269 Purcell Rhodes&Associates Client Project LD: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Arnbrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07-1211/07 CAM!CCR 17 Metals* I Lab ID 0712194-023A 0712194-025A 0712194-026A 0712194-028A Reporting Limit for DF=l: Client ID B9-S2 B10-Sl B10-S2 f S11-S1 ND means not detected fabove the reporting limit Matrix S S S S S W Extraction Type TOTAL TOTAL TOTAL TOTAL mdKg mJl ICP-MS Metals,Concentration*. . Analvtical Method: 6020A Extraction Method: SW3050B Work Order. 0712194 Dilution Factor .1 1 i 1J 1 1- Antimony ND ND ND ND 0.5 NA Arsenic 2.7 3.8 2.0 4.9 0.5 NA Barium 110 130 91 190 5.0 NA Beryllium ND ND ND ND 0.5 NA Cadmium ND ND ND ND 0.25 NA Chromium 20 29 17 46 0.5 NA Cobalt 4.4 8.0 6.6 11 0.5 NA Conner 5.7 7.9 5.7 22 0.5 NA Lead 3.4 5.3 3.7 8.2 0.5 NA Mercury ND ND ND ND 0.05 NA Molvbdenum ND ND 1.1 ND 0.5 NA Nickel 18 25 18 50 0.5 NA Selenium ND ND ND ND 0.5 NA Silver ND ND ND ND 0.5 NA Thallium ND ND ND ND 0.5 NA Vanadium 28 42 28 59 0.5 NA Zinc 19 29 20 47 5.0 NA %SS: 102 100 99 106 Comments "water samples are reported inµg!L,product/oil/non-aqueous liquid samples and all TCLP/STLC DISTLC'SPLP extracts are reported in mg/L•soil/sludge/solid samples in mg/kg,wipe samples in pglwipc, filter samples inµg!filtcr. #means surrogate diluted out of range:ND means not detected above the reporting limit,N-A means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test{STLC). Di WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-1 vol. %sediment; for DISSOLVED:petals,this sample has been preserved prior to filtration;for TOTAL"metals,a represcutative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount;J)analyte detected below quantitation limits;k)reporting limit raised due to matrix interference;m)estimated value due to low/high surrrogate recovery, caused by matrix interference;n)results are reported on a dry weight basis:p)see attached narrative- DHS ELAP Certification N° 1644 Angela Rydelius,Lab Manager McCampbell Analytical, Inc. 534 Willow Pass Road.Pirtsburg.CA 94565-1701 l^ Web: %w.mccampbell.cotn E-mail:mainCmccampbe0.com "When Oualiry Counts" Tele hone:877?53-9'_62 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hili,CA 94523 Client P.O.: Date Analyzed 12/10/07-12/11/07 CAM/CCR 17 Metals* Lab ID 0712194-029A 0712194-03 i A 0712194-032A 0712194-034A Reporting Limit for DF=I; Client ID B l l-S2 1312-SI I B 12-S2 B13-Sl ND means not derected above the reporting limit Matrix S S S S s w Extracrion Type TOTAL TOTAL TOTAL TOTAL mg/Kg I mg/L ICP-MS Metals,Concentration* I Analvrical Method: 6020A Extraction Method: SW3050B Work Order: 0712194 Dilution Factor Antimonv ND ND ND ND 0.5 NA Arsenic 3.5 6.5 3.7 6.2 0.5 NA Barium 130 190 140 120 5.0 NA Beryllium ND 0.50 ND ND 0.5 NA Cadmium ND 0.26 ND ND 0.25 NA Chromium 20 46 29 29 0.5 NA Cobalt 7.2 9.6 6.0 6.2 0.5 NA COD13CT 7.0 17 II 10 0.5 NA Lead 4.0 9.7 4-9 6.0 0.5 NA Mercury ND ND ND ND 0.05 NA Molybdenum 0.53 ND ND ND 0.5 NA Nickel 21 44 28 27 0.5 NA Selenium ND ND ND ND 0.5 NA Silver ND ND ND ND 0.5 NA Thallium ND ND ND ND 0.5 NA Vanadium 32 52 36 36 1 0.5 NA Zinc 22 47 30 32 5.0 NA %SS: 97 98 98 96 Comments *water samples arc reported inµg/L.product/oilinon-aqueous liquid samples and all TCLP;STLC/DISTLC%SPLP extracts are reported in mg/L,soil/sludgeisolid samples in mg/kg,wipe samples in pgiw•ipe,filter samples inµg/filter. a means surrogate diluted out of range:ND means not detected above the reporting limit; N/A means not applicable to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test(STLC). DI WET=Waste Extraction Test using de-ionized water. i)aqueous sample containing greater than-1 vol.%sediment:for DISSOLVED metals.this sample has been preserved prior to filtration;for TOTAL^metals.a representative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount;J)analyte detected below quantitation limits:k)reporting limit raised due to matrix interference:m)estimated value due to low/high surrrogate recovery, caused by matrix interference;n)results arc reported on a dry weight basis:p]see attached narrative. DHS ELAP Certification No 1644 Angela Rydelius, Lab Manager McCampbell Analytical, Inc. i534Wi11owPass Road,Pittsburg.CA 94565-1701 Web:www.mccampbeltcom E-mail:main@rtccampbell.com "When Oualitv Counts" Telephone:hone:877-252-9262 Fax:925-252-9269 Purcell Rhodes&Associates Client Project ID: #7372-01 CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07-12/11/07 CAM I CCR 17 Metals* Lab ID 0712194-035A i 0712194-037A I .0712194-038A 0712194-040A Reporting Limit for DF=1; Client ID B13-S2 B14-SI j B14-92 B15-SI ND means not detected ' above tate reporting limit Matrix S S S. S S w Extraction Type TOTAL TOTAL TOTAL TOTAL mg!tcS mgl ICP-MS Metals,Concentration* Analytical Method: 6020A Extraction Method: SW3050B Work Order: 0712194 Dilution Factor I 1 1 I l 1 Antimony ND ND ND ND 0.5 NA Arsenic 3.9 4.5 4.8 5.3 0.5 NA Barium 170 160 190 170 5.0 NA Beryllium ND ND ND ND 0.5 NA Cadmium ND ND 0.26 ND 0.25 NA Chromium 37 32 43 38 0.5 NA Cobalt 7.4. 7.0 8.0 8.0 0.5 NA Copper 13 11 I6 15 0.5 NA Lead 5.6 5.4 6.4 5.7 0.5 NA Mcrcury ND ND ND ND 0.05 NA Molvbdenum ND ND ND 0.76 0.5 NA Nickel 34 31 40 36 0.5 NA Selenium ND ND ND ND 0.5 NA Silver ND ND ND ND 0.5 NA Thallium ND ND ND ND 0.5 NA Vanadium 40 39 46 1 45 1 0.5 NA Zinc 36 32 41 1 39 1 5.0 NA 0/.SS: 98 97 98 101 Comments *water samples arc reported inµg/L,product/oiI/non-aqueous liquid samples and all TCLP/STLC!DISTLC/SPLP extracts are reported in mg/L,soil/sludge/solid samples in mg/kg,wipe samples in,pg/wipe, filter samples in pg/filter. #means surrogate diluted out of range;ND means not detected above the reporting limit,N!A means not an to this sample or instrument. TOTAL=acid digestion. WET=Waste Extraction Test(STLC). DI WET=Waste Extraction Test using dc-ionized water. i)aqueous sample containing greater than-1 vol.%sediment: for DISSOLVED metals,this sample has been preserved prior to filtration; for TOTAL^metals,a representative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount;J)analyte detected below quantitation limits;k)reporting limit raised due to matrix interference:m)estimated value due to low/high surrrogate recovery, caused by matrix interference:n)results are reported on a dry weight basis:p)see attached narrative. DHS FLAP Certification N' 1644 Angela Rydelius, Lab Manager McCampbell Analyticalt!1])Ic.. 154 Willow Pass Road.Pittsburg.CA 94565-1701 1^ Web:ttivw.mccamphell.com E-mai!:mainCmccampbell.cotr. "WhenOualiry Counts" Tel hone:877-252.9262 Fax:925-252.9269 Purcell Rhodes&Associates Client Project ID: #7372=01;CCR Date Sampled: 12/03/07 Hangars Date Received: 12/06/07 1041 Hook Ave Client Contact: Joe Arnbrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 12/10/07-12/11/07 L CAM!CCR 17 Metals* Lab lD 0712194-04)A ! Repo^ing Limit for DF=l; Client rD B 15-S2 ND means not detected above the reporting.limit Matrix S S W Extraction Type TOTAL 1 mg/Kg. mgti 1 ICP-MS Metals,Concentration* { Analytical Method: 6020A Extraction Method: SW3050B Work Order. 07t2194 Dilution Factor 1 l 1 Antimonv ND 0-5 NA Arsenic 5.8 0.5 NA Barium 240 5.0 NA Beryllium 0.56 m NA Cadmium ND 0-25 NA Chromium 43 0.5 NA Cobalt 14 - 0.5 NA Cooper 19 0.5 NA Lead 6.6 0.5 NA Mercury ND 0.05 NA Mo!vbdenum 0.77 0.5 NA Nickel 42 0.5 NA Selenium ND 0.5 NA Silver ND 0.5 NA Thallium ND 0.5 1 NA Vanadium 56 0.5 NA Zinc48 5.0 NA %SS: -4 98 Comments *water samples are reported in lt-IL,product/oillnon-aqueous liquid samples and all TCL•P r STLC DISTLC!SPLP extracts are reported in mg/L.soil/sludge/solid samples in mg/kg,wipe samples in n/wipe,filter samples in pg/filtcr. n means surrogate diluted out of range;ND means not detected above the reporting limit:N,'A means not applicable to this sample or instrument. ' r TOTAL=acid digestion. WET=Waste Extraction Test(STLC). D1 WET=Waste Extraction Test using dc-ionized.water. i)aqueous sample containing greater than-1 vol.%sediment:for DISSOLVED metals,this sample has been preserved prior to filtration;for TOTAL-metals.a representative sediment-water mixture was digested;j)reporting limit raised due to insufficient sample amount;3)analyte detected below quantitation limits;k)reporting limit raised duc to matrix interference;m)estimated value due to low!high sutrrogate recovery, caused by matrix interference;o)results are reported on a dry weight basis:p)see attached narrative. DHS ELAP Certification No 1644 - Angela Rydelius, Lab Manager 1534 Willow Pass Road.Pittsburg,CA 94565-1701 ' McCampbell AnaNtieal. nc. Web:-Aw Imccampbeil.com E-mail:main@.nccarnpbell.com "When Ouality Counts" Tele hone:977-252-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR SW8015C W.O.Sample Matrix; Sal OC Matrix: Soil WorkOrder 0712194 EPA Method SW8015C Extraction SW3550C BatchlD: 32272 Spiked Sample ID: 0712064-012A Analyte Sample Spiked MS MSD MS-MSC LCS I LCSD LCS-LCSD Acceptance Criteria(%) mg/Kg mg/Kg %Rec. %Rec. %RPD %Rec. °h Rec. %RPD MS/MSD RPD LCS/LCSD RPD TPH(d) ND 20 102 102 0 111 102 8.69 70- 130 30 70- 130 30 %SS: 1 115 50 114 1 114 1 0 1 115 104 9.37 70- 130 30 70- 130 30 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE BATCH 32272 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-001A 12/03/07 12/07/07 12/11/07 10:31 PM 071239.4-002A 12/03/07 9:30 AM 12/07/07 12/11/07 11:39 PM 0712194-003A 12/03/07 9:30 AM 12107!07 12/10/07 8:38 PM 0712194-004A 12/03/07 9:30 AM 12/07/07 12/12/07 11:41 PM 0712194-005A 12/03/07 9:30 AM 12/07/07 12/11/07 8:01 AM 0712194-007A 12/03/07 10:15 AM 12/07/07 12/10/07 10:54 PM MS=Matrix Spike;MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. %Recovery='100'(MS-Sample)I(Amount Spiked):RPD=100'tMS- MSD)1((MS+MSD)1 2). MS/MSD spike recoveries and/or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. NIA=not enough sample to perform matrix spike and matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike arhount for water matrix or sample diluted due to high matrix or analyte content. DHS FLAP Certification N° 1644 QA/QC Officer McCampbell Analytical, Inc. 1534 Willow Pass Road.Pittsburg.CA 94565-1701 Web:www.mccampbell.com E-mail:mainCmccamplrll.com "WhenOualitvCounts" Teleohone:877-252-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR SW8015C W.O.Sample Matrix: Soil QC Matrix: Soil WorkOrder 0712194 EPA Method SW8015C Extraction SW3550C SatchlD: 32311 Spiked Sample ID: 0712110-002A Analyte Sample Spiked MS MSD MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria(%) mg/Kg mg/Kg %Rec. %Rec. %RPD %Rec. % Rec. %RPD MS/MSD APD LCS/LCSD RPD TPH(d) ND 20 94.7 99.7 5.16 98.1 99 0.909 70- 130 30 70- 130 30 °/SS: 1 91 1 50 99 92 7.34 1 91 1 93 1 1.95 70- 130 30 70- 130 30 All target compounds in the Method Blank of this extraction batch were ND less than the method R1..with the following exceptions: NONE BATCH 32311 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-008A 12/03/07 10:15 AM 12/07/07 12/11/07 4:36 AM 0712194-010A 12/03/07 1030 AM 12107/07 12/11/07 5:45 AM I 0712194-01 1 A 12/03/07 10:30 AM 12/07/07 12;11./07 6:53 AM 0712194-013A 12!03/07 11:00 AM 12;07107 12/12/07 4:51 PM 0712194-014A 12103/0711:00 AM 12/07/07 12/11/0711:39 PM MS=Matrix Spike:MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. Recovery=100'(MS-Sample)/(Amount Spiked);RPD=100•(MS- MSD)/((MS-MSD)12). MS 1 MSD spike recoveries and I or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomooenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. N/A=not enough sample to perform matrix spike and matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content. DHS ELAP Certification N° 1644 QA/QC Officer Inc. 1534W'illowPassRoad.Pittsbur„CA 94565-1701 McCampbell Analytical Web:www.mccampbell.com E-mail:main,@Amccampbell.com "When Oualiry Counts” Telephone:877-252-9262 Fax:925-252-9269 i QC SUMMARY REPORT FOR SM5520B/F W.O.Sample Matrix Water QC Matrix: Water WorkOrder 0792194 EPA Method SM5520SIF Extraction SM552OB/F BatchlM 32341 Spiked Sample ID: N/A Analyte Sample Spiked MS, MSD MS-MSC LCS LCSD LCS-LCSD Acceptance Criteria{%) mg/L mg/L %Rec. %Rec. %'RPD %Rec. % Rec. %RPD MS/MSD RPD LCS/LCSD RPD POG N/A 100 NIA N/A N/A 108 104 3.89 N/A N/A 70- 130 25 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE BATCH 32341 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-009D 12/03/07 10:15 AM 12/07/07 12/.11/07 9:10 PM 0712194-027D 12/03/07 1:48 PM 12/07!07 12/11/07 9:15 PM 0712194-033D 12/03/.07 2:55 PNt 1.2/07/07 MS=Matrx Spike;MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. Recovery=100'(MS-Sample)I(Amount Spiked):RPD=100`(MS- MSD)/((MS+MSO)1 2). MS I MSD spike recoveries and I or%RPD may`all outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. N/A=not enough sample to perform matrix spike and matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for.soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content DHS FLAP Certification N° 1644 QA/QC Officer 1534 Willow Pass Road.Pittsbur.-.CA 94565-1701 !�< McCampbell Analytical, Inc. Web:www.mccarnpbell.com E-mail:mainCmccampbell.com "When Oualitv Counts" Telephone:877-252-9262 Fax:925-252-9269 i QC SUMMARY REPORT FOR SW8015C W.O.Sample Matrix: Sal OC Matrix: Soil WorkOrder 0712194 EPA Method SW8015C Extraction SW3550C BatchlD: 32370 Spiked Sample ID: 0712194-041A Analyte Sample Spiked MS MSC MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria(%) mg/K6 mg/Kg %Rec. %Rec. %RPD %Rec. %Rec. %RPD MS/MSD RPD LCS/LCSD RPD TPH(d) ND 20 110 110 0 110 110 0 70- 130 30 70- 130 30 0/.SS: 1 114 1 50 1 128 1 128 1 0 1,28 128 0 70- 130 30 70- 130 30 .All target compounds in the Method Blank of this extraction batch were ND less thin the method RL with the following exceptions: NONE BATCH 32370 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-016A 12/03/01 11:25 AM 12/07!07 12/12/07 1250 AM 0712194-017A 12103!07 11:25 AM 12/07/07 12/11/07 8:14 PM 0712194-019A 12/03/07 11:55 AM 12/07!b7 12/12/07 12:48 AM 07 12 194-020A 12/03/07 11:55 AM 12/07/07 12/12/07 4:13 AM 0712194-022A 12/03/07 12:50 PM 12/07!07 '12x12!07 5:21 AM 0712194-023A 12/03/07 12:50 PM 12/07/07 12/12/07 6:29 AM 0712194-025A 12/03/07 1:48 PM 12/07/07 .12!12/07 3:42 PM 0712194-026A 12/03/07 1:48 PM 12/07/07 12/13/07 4:33 PM 0',12194-028A 12/03/07 2:28 PM 12107!07 12.•'11/07 11:39 PM 0712194-029A 12103107 2:28 PM 12/07/07 12/12/074:23 AM 0712194-03 1A ;2iO3/07 2:55 PM 12/07!07 12/13/07 3:19 PM 0712194-032A 12!03/07 2:55 PM 12/07/07 12/13/07 7:10 PM 0712 194-034A 12/03/07 3:35 PM 12/07/07 :1213/07 2:06 PM 0712 194-035A 12/03/07 3:35 PM 12/07/07 12i12/07 7:56 AM 0712194-037A 12/03!07 4:38 PM l2107iO7 12/12;07 10733 PM 0112194-038A 12/03/07 4:38 PM 12/07/07 12/12/07 5:34 AM 0712194-040A 12/03/07 5:15 PM 12/07/07 12/13/07 1:26 PM 0712194-04 1A 12/03,07 5:15 PM 12/07/07 12%11!07 7:59 PM MS=Matrix Spike;MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation. %Recovery=100'(MS-Sample)/(Amount Spiked);RPD=100'(MS- MSD)/((MS+MSD)'/2). MS/MSD spike recoveries and/or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. N/A=not enough sample to perform matrix spike and matrix spike duplicate. ,NR= nalyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content_ DHS FLAP Certification N° 1644 QA/QC Officer 1534 Willow Pass Road.Pittsbur„CA 94565-1701 McCampbell Analytical, Inc Web:www.mccampbelt.com E-mail:mai.rb@mccampbell.com "When Ouality Counts" Tele hone:87,152-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR SW8015C W.O.Sample Matrix: Water OC Matrix: Water WorkOrder 0712194 EPA Method SW8015C Extraction SW3510C BatchiD: 32383 Spiked Sample ID: N/A Analyte Sample Spiked MS MSC MS-MSC LCS I LCSD LCS-LCSD Acceptance Criteria(%) pg/L pg/L % Rec. %Rec. %RPD %Rec. %.Rec. %RPD MS/MSD RPD LCS/LCSD RPD TPH(d) N/A 1000 NIA N/A N/A 127 115 10.1 N/A N/A. 70- 130 30 %$5: N/A 2500 N/AN/A I N/A 128 130 1.16 N/A N/A 70- 130 30 All target compounds in the Method Blank of this extraction batch wore ND less than the method RL with the following exceptions: NONE BATCH 32383 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample 1D Date Sampled Date Extracted Date Analyzed 0712194-006A 12/03/07 12107/07. 12/13107 2:06 PM 0712194-009.A 12/03/07 10:15 AM 12/07/07 12/12/07 6:29 AM 0712194-012A 12/03/07 10:30 AM 12/07/07 12/12/97 7:38 AM 0712194-015A 12/03/07 11:00 AM 12/07/07 12/11/07 7:06 PM 0712 194-01 SA 12103/07 11:25 AM 12/07/07 12/11/07 9:22 PM 0712194-021 A 12/03/07 11:55 AM 12/07/07 12111/07 10;31 PM 0712194-024A 121/03/07 12:50 PM 12/07/07 12112/0.7 7:38 AM 0712194-627A 13/03/07 1:48 PM 12/07/07 12/11/07 9:16 PM 0712194-030A 12/03/07 2:28 PM 12/07/07 12;12/07 5:34 AM 0712194-033A 12103!07 2:55 PM 12/07/07 12/12/07 9:24 PM 0712 194-036A 12/03/07 3:35 PM 12;07/07 12/12/07 4:23 AM 0712194-039A 12/03107 4:38 PM 12/07/07 12/12/07 6:45 AM 0712 194-042A 12/03107 5:15 PM )2/07/07 12;13107 7:40 AM MS=Matrix Spike;MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. %Recovery=100-(MS-Sample)/(Amount Spiked):RPD=100'(MS- MSD)!((MS+MSD)12). MS/MSD spike recoveries and/or%RPD may fall outside of laboratory accep:anoe criteria due to one or more cf the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. N/A=not enough sample to perform matrix spike and matrix spike duplicate. NR=analyte concentration in sample'exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content. DHS FLAP Certification No 1644 QA/QC Officer 1534 Willow Pass!toad.Pittsburg,CA 94565-1701 McCampbell Anal�rtical, Inc. Web:www.mccampbell.com E-mail:main@mccampbell.com. IF "Wlien Oualiry Counts" Tele hone:877-252-9262 Fax:935-252-9269 QC SUMMARY REPORT FOR SM5520E/F W.O.Sample Matrix: Soil QC Matrix: Soil WorkOrder 0712194 EPA Method SM5520E1F Extraction SM5520ElF BatchlD: 32372 Spiked Sample ID: 0712194-028A Analyte Sample Spiked MS MSD MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria(%) mg/Kg mg/Kg % Rec. % Rec. %RPD % Rec. %Rec, %RPD MS/MSD RPD LCS/LCSD FRPD POG ND 1000 95 97 2.08 100 95 5.13 70- 130 30 70- 130 30 All target compounds in the Method Blank of this extraction batch were ND less than:the method RL with the following exceptions: NONE BATCH 32372 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-001 A 12/03/07 12/07/07 12;12/07 8:25 PM 0712194-002A 12/03/07 9:30 AM 12!07/07 12/12/07 8:30 PM 0712194-003A 12/03/07 9:30 AM 12/07/07 12!12/07 8:35 PM 0712194-004A [2/03/07 9:30 AM 12/07/07 12/12/07 8:40 PM 0712194-005A 12/03/07 9:30 AM 12/07/07 12112107 8:45 PM 0712194-007A 12103107 10:15 AM 12/07/07 12/12/07 8:50 PM 0712194-008A 12/03/07 10:15 AM 12/07/07 12.112/07 8:55 PM 0712194-OIOA 12/03/07 10:30 AM 12/07/07 12/12/07 9:00 PM 0712194-011 A 12/03/07 10:30 AM 12/07/07 12112/07 9:05 PM 0712194-013A 12/03/07 11:00 AM 12/07/07 12/12/07 9:10 PM 0712194-014A 12/03/07 11:00 AM 12107107 12!12/07 9:15 PM 0712194-016A 12,03107 11:25 AM 12/07/07 12/12/07 9:20 PM 0712194-017A 12/03/07 11:25 AM 12/07/07 12!12107 9:25 PM 0712194-019A 12/03/07 11:55 AM 12/07/07 12/12/07 9:30 PM 0712194-020A 12/03/07 11:55 AM 12/01/07 12112/07 9:35 PM 0712194-022A 12,'03107 12:50 PM 12/011/07 12/12/07 9:40 PM 0712194-023A 12./03/07 12:50 PM 12/07/07 12112/07 9:45 PM 0712194-025A 12/03/07 1:48 PM 12/07/07 12/12/07 9:50 PM 0712194-026A 12/03/07 1:48 PM 12/07/07 12/12/07 9:55 PM 0712194-028A 12/03/07 2:28 PM 12/07/07 12/12/07 10:00 PM MS=Matrix Spike:MSD=Ma:rix Spike Duplicate;LCS=Laboratory Control Sample:LCSD=Laboratory.Control Sample Duplicate;RPD=Relative Percent Deviation. %Recovery=100"(MS-Sample)((Amount Spiked):RPD=100'(MS- MSD)1((MS+ MSD)/2). MS/MSD spike recoveries and 1 or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains signiicant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. N/A=not enough sample to perform matrix spike and matrix spike.duplicate. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content. DHS ELAP Certification N° 1644 QA/QC Officer McCampbell Analytical, Inc. I534Willow Pass Road.Pittsburg.CA 94565-1 70 1 w Web: ww.mccampbell.com E-mail:maintiumccampbell.com 925-252-9269 "Whea Duality Counts" Telephone:877-252-9262 Fax: QC SUMMARY REPORT FOR SM5520E/F W.O.Sample Matrix: Soil QC Matrix: Soil WorkOrder 0712194 EPA Method SM5520EIF Extraction 5M5520ElF BatchID: 32373 Spiked Sample ID: 0712194-041A Sample Spiked MS MSD MS-MSD LCS; LCSD LCS-LCSD Acceptance.Criteria(%) Analyte mg/Kg mg/Kg %Rec. %Rec. %RPD %Rec. %Rec. %RPD MS/MSD RPD LCSILCSD RPD POG ND 1000 91 96 5.35 110 100 9.52 70- 130 30 70- 130 30 411 target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE BATCH 32373 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-029A 12/03107 2:28 PM 12/07/07 12/12!07 10:30 PM 0712194-031A 12103/07 2:55 PM 12'07/07 12/12/07 10:35 PM 0712194-032A 12/03/07 2:55 PM 12/07/07 12112107 10:40 PM 0712194-034A 12103/07 3:35 PM 12/07/07 12/12/07 10:45 PM 0712194435A 12/03/07 3:35 PM 12/07/07 12/12/07 10:50 PM 0712 194-037A 12!03/07 4:38 PM 12/07/07 12/12/07 10:55 PM 0712194-038A 12/03/07 4:38 PM 12/07/07 12/12/07 11:00 PM 0712194-040A 12/03/07 5:15 PM 12/07/07 12/12/07 11:05 PM 0712194-041 A 12/03/07 5:15 PM 12/07/07 12/12107 1 1:10 PM MS=Matrix Spike;MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. %Recovery=100'(MS-Sample)/(Amount Spiked);RPD=100'(MS- MSD)1((MS-MSD)12). MS/MSD spike recoveries and 1 or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a;the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked.or b)the spiked sample's matrix interferes with the spike recovery. NIA=not enough sample to perform matrix spike and matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content. DHS ELAP Certification N° 1644 QA/QC Officer Inc. 1534 Willow Pass Road.Pittsburg,CA 94565-1701 IVIcCampbell Analytical ' Web:www.mccampbellxom E-mail:main mccampbell.com "WltenOualitvCounts" Tel hone:977-252-9262 Fax:925-252-9264 QC SUMMARY REPORT FOR SW80210/8015Cm W.O.Sample Matrix Soil QC Matrix: Soil WorkOrder 0712194 EPA Method SW8021 Bl801SCm Extraction SW5030B BatchlD: 32274 Spiked Sample iD: 0712110-002A Analyte Sample Spiked MS MSD MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria(%) mg/Kg mg/Kg %Rec. %Rec. %RPD %Rec. %Rec. %RPD MS I MSD RPD LCS/LCSD RPD TPH(btex5 ND 0.60 104 99.8 3.76 112 113 0.774 70- 130 30 70- 130 30 MTBE ND 0.10 98.3 1 88.1 10.9 1 102 95.5 6.82 70- 130 30 70- 130 30 Benzene ND 0.10 102 96.9 5.00 1 108 103 4.62 70- 130 30 70- 130 30 Toluene ND 0.10 118 112 . 5.06 123 118 4.39 70- 130 30 70- 130 30 Ethylbenzene ND 0.10 1 1 1 106 4.21 116 112 3.90 70- 130 30 70- 130 30 Xylenes ND 0.30 122 119 2.74 130 123 5.26 70- 130 30 70- 130 30 %Ss: 88 0.10 99 94 5.36 106 101 4.51 70- 130 30 70- 130 30 All target compounds in the Mcthod Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE BATCH 32274 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-001A 12/03/07. 12/07/07 12/07/07 11:48 PM 0712194-002A 12/03/07 9:30 AM 12/07/07 ]2/08107 12:56 AM I 0712194-003A 12/03/07 9:30 AM ' 12/07/07 12/08/07 8:00 AM 07 12194-004A 12/03/07 9:30 AM 12/07/07 12/08/07 4:19 AM 0712194-005A 12/03/07 9.:30 AM 12/07/07 12/08/07 3:46 AM 10712194-005A 12/03/07 9:30 AM 12/07/07 12/10/07 4:51 PM 0712194-007A 12;03/07 10:15 AM 12/07/07 12/11/07 5:39 AM 10712194-008A 12/03/07 10:15 AM 12/07/07 12108/07 1:53 AM 0712 194-01 0A 12/03/07 10:30 AM 12/07/07 12/08/07 2:23 AM 10712194-01 1 A 12/03/67 10:30 AM 12/07/07 121•'11/07 3:36 AM 0712194-013A 12/03/07 11:00 AM 12/07/07 12i08/07 1:22 AM 0712194-014A 12/03/07 11:00 AM 12/07/07 12/07/07 11:14 PM MS=Matrix Spike;MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation. Recovery=100'(MS-Sample)I(Amount Spiked);RPD=100'(MS. MSD)I((MS+MSD)/2). MS I MSD spike recoveries and/or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked.or b)the spiked sample's matrix interferes with the spike recovery. £TPH(btex)=surra of BTEX areas from the FID. #cluttered chromatogram:sample peak coelutes with surrogate peak. DHS ELAP Cettificadon N° 1644 '' QA/QC Officer McCampbell Analytical, Inc. 1514 WillowPass Road.Pittsburg,CA 94565-1701 Web: xw.mccampbell.com E-mail:main@mccampbell.com "When Quality Counts". wTele hone:977-252.9262 Fax:925-352-9269 QC SUMMARY REPORT FOR SW8021S/8015Cm W_O.Sample Matrix: Soil. OC Matrix: Soil WorkOrder 0712194 EPA Method SW8021B/8015cm Extraction SW5030B BatchID- 32275 Spiked Sample ID: 0712064-012A Analyte Sample Spiked MS MSD MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria mg/Kg mg/Kg %Rec. % Rec. %RPD %Rec. %Rec. %RPD MS/MSD RPD LCS/LCSD RPD TPH(btex5 ND 0.60 106 101 4.78 108 108 0 70- 130 30 70- 130 30 MTBE ND 0.10 88.3 1 85.1 3.75 89.9 97 7.58 70- 130 . 30 110- 130 30 Benzene ND 0.10 83.8 74.8 11.3 82.4 89.7 8.46 70- 130 30 70- 130 30 Toluene ND 0.10 89.9 85.9 4.62 81.8 82.4 0.680 70- 130 30 70- 130 30 Ethylbenzene ND 0.10 87.7 86.2 1.81 95.8 95.2 0.620 70- 130 30 70- 130 30 Xylenes ND 1 0.30 : 82.3 81.7 0.813 92.7 91.3 I.45 70- 130 30 70- 130 30 %SS: 80 0.10 78 1 77 1.65 85 85 0 70- 130 30 70- 130 1 30 All target compounds in the Method Blank of this extraction batch wcre ND less than the method RL with the following exceptions: NONE BATCH 32275 SUMMARY Sample ID Date Sampled 'Date Extracted Date Analyzed. Sample 1D Date Sampled Date Extracted Date Analvzed 0712194-016A 12/03/07 11:2S AM 12/07/07 12/08/07 12:16 PM NIS=Matrix Spike:MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation. %Recovery=100"(MS-Sample)/(Amount Spiked):RPD=1 D-(MS- MSD),I((MS+MSD)/2). MS/MSD spike recoveries and/or%RPD nay fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomooenbus AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. £TPH(btex)=sum of BTEX areas from the FID. #cluttered chromatogram;sample peak coelutes with surrogate peak. DHS FLAP Certification NO 1644 QA/QC Officer I 1534 NViIIo.Pass Road;Pittsburg.CA 94565-1 7D1 �'ICCampbell Analytical, Inc. 'Web:www.mccanpbell.com E-mail;main[;mccampbelixom "When Dualiry Counts" Telephone:€77-252.9262 Fax:925-252-9269 QC.SUMMARY REPORT FOR SW8021B/8015Cm W.O.Sample Matrix: Soil QC Matrix: Soil WorkOrder 4712194 EPA Method SW802113/8015Cm Extraction SW5030B BatchlD: 32337 Spiked Sample ID: 0712155-001A Analyte Sample Spiked MS MSC MS-MSC LCS LCSD LCS-LCSD Acceptance Criteria(%) mg/Kg mg/Kg %Rec. %Rec. %RPD %Rac. %Rec. %RPD MS/MSD RPD LCS/LCSD RPD TPH(btex5 ND 0.60 109 114 5.06 l l5 107 6.89 70- 130 30 70- 130 30 MTBE ND 0.10 90.2 99.8 10.2 99.4 87 13.3 70- 130 30 70- 130 30 Benzene ND 0.10 94.7 96.6 1.94 96.5 92.3 4.48 70- 130 30 70- 130 30 Toluene ND 0.10 107 109 2.00 1 1 I 107 3.42 70- 130 30 70- 130 30 Ethylbenzene ND 0.10 100 105 4.40 (04 l01 3.14 70- 130 30 70- 130 30 Xylenes ND 0.30 110 113 2.99 113 113 0 70- 130 30 70- 130 30 %SS: 76 0.10 91 93 1.84 93 90 3.70 1 70- 130 30 70- 130 30 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE BATCH 32337 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-017A 12103107 11:25 AM 12/07!07 12!08/07 12:52 AM 0712194-019A 12!03/07 11:55 AM 12/07/07 12108/07 2:08 PM 0712194-020A 12!03/07 11:55 AM 12!07/07 12/08/07 12:22 AM 0712194-022A 12/03/07 12:50 PM 12/07/07 12/08/07 3:11 AM 0712194-023A 12/03107 12:50 PM 12/07/07 12108/07 6:59 AM 10712194-025'A 12/03/07 1:48 PM 12i07/07 12/08/07 6:28 AM ` 0712 194-026A 12/03%07 1:48 PM 12%07107 12111/07 9:58 AM ' 0714-194-028A 12103/07 2:28 PM 12!07/07 12/08/07 5:27 AM 0712194-029 A 12/03/07 2:28 PM 12/07107 t2!08107 11:08 AM ' 0712194-031A 12103/07 2:55 PM 12107107 12!08107 12:21 AM 0712194-032A 12/03/07 2:55 PM 12/07/07 12i08/07 2:39 PM 0712194-034A 12/03/07 3:35 PM 12107!07 12/08/07 3:10 PM MS=Matrix Spike;M,SD=Matrix Spike Duplicate:LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. %Recovery=100-(MS-Sample)/(Amount Spiked):RPD=100 (MS- MSD)/((N,S+MSD)/2). MS I MSD spike recoveries and I or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of anatyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. £TPH(btex)=sum of BTEX areas from the FID. #cluttered chromatogram;sample peak coelutes with surrogate peak. DHS ELAP Certification N° 1644 QA/QC Officer --:. McCampbell Analytical, Inc. 1534 Willow Pzss Road.PinsburC.CA 94565-170 r Web:wv—.mccampbell:mm E-mail:mzinCwmccampbell.com "When Oualiry Counts" Telenhone:677-252-9261 fax:925-252-9269 QC SUMMARY REPORT FOR SW8021B/8015Cm W,0.Sample Matrix: Soil QC Matrix: Soil WorkOrder 0712194 EPA Method SW8021818015Cm Extraction SW50308 SatchlD: 32371 Spiked Sample ID: 0712230-001A Sample Spiked MS MSD MS-MSC LCS LCSD LCS-LCSD Acceptance Criteria(%) Analyte mg/Kg mg/Kg %Rec. %Rec. %RPD %Rec. %Rec. %RPD MS/MSD RPD LCS/LCSD RPD TPH(btexrf ND 0.60 106 110 4.54 1 13 110 2.43 70- 130 30 70- 130 30 MTBE ND 0.10 95.3 101 5.95 107 107 0 70- 130 30 70- 130 30 Benzene ND 0.10 86.9 93.2 6.99 104 107 3.03 70- 130 30. 70- 130 30 Toluene ND 0.10 81.8 86.8 5.75 102 105 3.33 70- 130 30 70- 130 30 Ethylbenzene ND 0.10 102 107 4.85 108 112 3.20 70- 130 30 70- 130 30 Xylenes ND 0.30 96.7 107 9.84 120 123 2.74 70- 130 30 70- 130 30 */.SS: 74 0.10 .102 93 9.22 102 108 5.07 70- 130 30 70- 130 1 30 Ali target compounds in the Method Blank of this extraction batch were ND less than the method RL u itf the following exceptions: NONE BATCH 32371 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-035A 12/03/07 3:35 PM 12/07/07 12/08/07 3:41 PM07.12194-037A 12/03/07 4:38 PM 12/07/07 12/08/07 4:12 PM 0712 1 94-038A 12/03/07 4:38 PM 12/07/07 12;08%07 4:42 PM 071 2 1 94-040A 12/03;07 5:15 PM 12!07/07 12108107 5:13 PM 0712194-041A 12/03/07 5:15 PM 12/07/07 12/08/07 5:44 PM MS=Matrix Spike:MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation. %Recovery=100-(MS-Sample)/(Amount Spiked):RPD=100'(MS- MSD)/((MS-MSD)/2). MS/MSD spike recoveries and/or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked.or b)the spiked sample's matrix interferes with the spike recovery.. E TPH(btex)=sum of BTEX areas from the FID. fr cluttered chromatogram:sample peak coelutes with surrogate peak. DHS FLAP Certification N'1644 `' QA/QC Officer 1534 Willow Pass Road.Pit;sbur_g,CA 94565-1701 McCampbell Analytical, Inc. Web:u'w'w.mccam bellxom E-mail main@mccampbell.com F C F "W'hen Ouality Counts' Telephone:877-252-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR SdV8260B. W.O.Sample Matrix: Soil OC Matrix: Soil WorkOrder 0712194 EPA Method SW8260B Extraction SW5030B BatchlD: 32378 Spiked Sample ID: 0792194-028A Analyte Sample Spiked MS MSD MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria mg/Kg mg/Kg %Rec. %Rec. %RPD % Rec. %Rec. %RPD MS/MSD RPD LCS/LCSD RPD tert-Amyl methyl ether("FAME) ND 0.050 94.2 93.8 0.382 96.1 100 4.43 70- 130 30 70- 130 30 Benzene ND 0.050 110 112 1.48 109 114 4.71 70- 130 30 70- 130 30 t-Butyl alcohol(TBA) ND 0.25 80.6 81.7 1.34 76.5 79.1 3.30 70- 130 30 70- 130 30 Chlorobenzene ND 0.050 123 120 2.84 126 126 0 70 - 130 30 70- 130 30 1,2-DibTor-ioethanc(EDB) ND 0.050 108 112 2.97 109 115 5.17 70 - 130 30 70- 130 30 1.2-Dichloroethane(1,2-DCA) ND• 0.050 84.2 86 2.12 92.2 100 8.45 70- 130 30 70- 130 30 I,1-Dichloroethcne ND 0.050 112 l 13 0.933 112 120 6.72 70- 130 30 70- 130 30 Diisopropyl ether(DIPE) ND 0.050 97.3 97.2 0:1 17 97.3 101 3.51 70- 130 30 70= 130 30 Ethyl cert-butyl ether(ETRE) ND 0.050 88.1 91 3.25 91.8 96.4 4-87 70- 130 30 70- 130 30 Mcthyl-t-butyl ether(MTBE) ND 0.050 88.3 91.3 3.41 92.) 104 11.7 70- 130 30 70- 130 30 Toluene ND 0.050 . 104 103 0.977 106 107 1.04 70- 130 30 70- 130 30 Trichloroethene ND 0.050 96.1 99.2 3.19 1 99.5 108 8.05 70- 130 30 70- 130 30 %SSI: 98 0.050 91 93 2.49 94 101 8.01 70- 130 30 70- 130 30 %SS2: 97 0.050 84 85 1.05 91 92 1.58 70- 130 30 70- 130 30 %SS3: 97 0.050 90 91 1.69 88 92 3.86 70 - 130 30 70- 130 30 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE BATCH 32378 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-001A 12/03/07 12/07!07 12/09/07 10:39 AM 0712194-002A 12/03/07 930 AM 12/07/07 12/09/07 11:25 AM 0712194-003A 12/03/07 9:30 AM 12/07/07 12109!07.12:11 PM 0712194-004A 12/03'07 9:30 AM 12/07/07 12/09/07 12:57 PM 0712194-005A 12/03107 9:30 AM 12107x07 12+10/07 9:54 AM 0712194-007A 12103/07 10:15 AMI 12/07/07 12/10/07 10:37 AM 0712194-008A 12/03/07 10:15 AM 12/07/07 12/10,107 11:21 AM 0712194-01 OA 12!03/07 10:30 AM 12/07/07 12/10/07 12:04 PM 0712194-01 IA 12/03!07 10:30 AM 12107!07 12,10/07 12:47 PM 0712 194-013A 12.'03107 i 1:00 AM 12/07/07 12/1 1107 2:48 PM 07 12194-014A 12.'03/07 1 l:00 AM 12/07,07 12/10/07 2:45 PM 0712194-016A 12/03/07 11:25 AM 12/07!07 12i 10/07 4:27 PM 07[2194-017A 12!03/07 11:25 AM. 12!07/07 12/[0/07 5:42 PM 0712194-019A 12/03/07 11:55 AM 12/07!07 12.,'10107 6:28 PM 0712 194-020A 12/03/07 11:55 AM 12/07!07. 12i10.107 7:12 PM 0712194-022A 12/0.3/07 12:50 PM 12/07/07 12.•'10/07 7:56 PM 0712 194-013A 12/03/07 12:50 PM 12/07/07 12/10/07 10:08 PM 0712194-025A 12/03/07 1:48 PM 12/07/07 12/10/07 10:51 PM 0712194-026A 12/03/07 1:48 PM 12107/07 12:11107 3:45 PM 1 0712 194-028 A 12iO3/07 2:28 PM 12/07107 12/10%07 11:34 PM MS=Matrix Spike:MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate; RPD=Relative Percent Deviation. %Recovery=100'(MS-Sample)f(Amount Spiked):RPD=100 (MS- MSD)f((MS+MSD)12). MS/MSD spike recoveries and I or%RPD may fait outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relalive to the amount'spiked.or b)the spiked sainple's matrix interferes with the spike recovery. N/A=not enough sample to perform matrix spike and.matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte conten!. DHS FLAP Certification N° 1644 `' QA/QC Officer . IS34:Willow Pass Road.Pittsbur„CA 94565-1701 MCCampbell Analytical, Inc Web:wwir.mccampbell.com E-mail:mainL:mccampbell.com "When Oualiry Counts" Telephone 8 7 7-252.9262 Fax:925-252-9:69 QC SUMMARY REPORT FOR SW8260B W.O.Sample Matrix: Soil QC Matrix: Soil WorkOrder 0712194 EPA Method SW8260B Extraction SW5030B BatchlD: 32379 Spiked Sample ID: 0712194-041A Analyte Sample Spiked MS MSC MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria(%) mg/Kg mg/Kg %Rec. %Rec. %RPD %Rec. %Rec. %RPD MS/MSD RPD LCS/LCSD RPD tcrt-Amyl Methyl ether(TAME) ND 0.050 97.7 94.3 3.56 96.9 98.2 1.28 70- 130 30 70- 130 30 Benzene ND 0.050 117 113 3.88 110 112 1.70 70. 130 30 70- 130 30 t-Butyl alcohol(TBA) ND 0.25 81.8 81.2 0.769 77.6 76.1 1.90 70- 130 30 70- 130 30 Chlorobenzene ND 0.050 123 121 1.21 126 125 0.364 70- 130 30 70- 130 30 1,2-Dibromoethane(EDB) ND 0.050 114 110 3.37 109 110 0.0412 70- 130 30 70- 130 30 1,2-Dichloroethane(1?-DCA) ND 0.050 93.6 89.9 4.01 93.1 94.9 1.90 70- 130 30 70- 130 30 1,I-Dichloroethene ND 0.050 118 119 1 1.19 117 115 1.20 70- 130 30 70- 130 30 Diisopropyl ether(DIPS) ND 0.050 )01 97 4.49 98.1 99.3 1.25 70- 130 30 70- 130 30 Ethyl tert-butyl ether(ETRE) ND 0.050 95.8 91.3 4.85 92.1 93.1 1.14 70- 130 30 70- 130 30 Methyl-t-butyl ether(MTBE) ND 0.050 98.7 91.8 7.25 91.9 94 2.26 70- 130 30 70- 130 30 Toluene ND 0.050 107 104 2.52 107 104 2.22 70- 130 30 70- 130 30 Trichloroethene ND 0.050 106 102 3.94 98.6 100 1.71 70- 130 30 1 70- 130 30 %SSI: 100 0.050 100 94 6.24 ; 93 95 2.38 70- 130 30 70- 130 30 %SS2: 91 0.050 86 84 2.13 91 91 0 70- 130 30 70- 130 30 %SS3: 89 0.050 91 90 0.462 89 90 1.05 70- 130 30 1 70- 130 30 All target compounds in the Mcthod Blank of this extraction batch were ND less than the method RL with the followin.-exceptions: NONE BATCH 32379 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-029A 12/03/07 2:28 PM 12/07/07 12:11/07 12:17 AM 0712194-031A 12103/07 2:55 PM 12/07107 12!11107 1:00 AM 0712 194-032A 12/03/07 2:55 PM 12/07i07 12'11!07 1:43 AM 0712194-034A 12103,07 3:35 PM 12/07/07 12/11/07 2:26 AM 0712194-035A 12/03/07 3:35 PM 12107107 1 2i 11107 3:09 AM 0712194-037A 12103/07 4:38 PM 12/07/07 12/09/07 3:36 PM 0712194-038A 12/03/07 4:38 PM 12/07/07 1 2%09'07 4:21 PM 07 J2 194-040A 12/03/07 5:15 PM 12/07'07 12/09/07 5:07 PM 0712194-041 A 12/03/07 5:15 PM 12/07/07 12/09/07 5:51 PM MS=Matrix Spike;MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. Recovery=100'(MS-Sample)/(Amount Spiked);RPD=100'(MS- MSD)/((MS+MSD)/2). ' MS I MSD spike recoveries and l or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. N)A=not enough sample to perform matrix spike and matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content. `' DHS .LAP Certification N° 1644 QA/QC Officer ' Mc . 1534 Willow Pass Road. 94565-]701 Campbell Analytical, Inc Web:wwNv.mccampbetl.com E-mail:main`1mccampbell.com "When Ouality Counts" Tele hone:677-252-9262 Fax:925-352-9269 QC SUMMARY.REPORT FOR SW8021B/8015Cm W.O.Sample Matrix: Water QC Matrix: Water WorkOrder 0712194 EPA Method SW80211318015Cm Extraction SW5030B BatchlD: 32384. Spiked Sample ID: 0712216-004D Analyte Sample Spiked MS MSD MS-MSD LCS. LCSD LCS-LCSD Acceptance Criteria(%) Ng/L pg/L %Rec. %Rec. %RPD %Rec: % Rec. %RPD MS/MSD RPD LCS/LCSD RPD TPH(btex5 ND 60 103 105 1.41' 102 116 12.7 70- 130 30 70- 130 30 MTBE ND 10 118 119 1.17 1 97 96.3 0.756 70- 130 30 70- 130 30 Benzene ND .10 103 98.7 4.54 93.8 96.2 2.48 70- 130 30 70- 130 30 Toluene ND 10 93.4 89.9 3.84 94,4 95.6 1.24 70- 130 30 70- 130 30 Ethylbenzene ND 10 100 99.2 1.14 98.6 102 3.62 70- 130 30 70- 130 30 Xylenes ND 30 96 96.7 0.692 114 113 2.99 70- 130 30 70- 130 30 %SS: 94 10 103 97 _L_6.Ifi 91 1 92 1 1.58 70- 130 30 70- 130 30 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following cxceptions: NONE BATCH 32384 SUMMARY Sample 10 Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-006A 12/03/07 12/08/07 12/08107 12:15 PM 0712194-009A 12/03/07 ?0:15 AM 12/08/07 12/08/07 12:45 PM I .0712194-012A 12/03/07 10:30 AM 12/08/07 12/08107 1:15 PM 0712194-015A 12/03/07 11:00 AM 12/08/07 12108/07.1:45 PM 0712194-018A 12/03107 11:25 AM 12/08/07 12/08/07 2:IS PMI 0712194-021A 12/03/07 11:55 AM 12/08/07 12/08/07 2:48 PM 0712194-024A 12103/07 12:50 PM 12/08/07 12!08/07 3:15 PMI 0712194-027A 12/03/07 1:48 PM 12/08/07 12/08/07 3:49 PM 0712 194-030A 12!03107 2:28 PM 12/08/07 i •'08/07 4:19 PMI 0712194-033A 12/03/07 2:55 PM 12/08/07 12/08/07 5:19 PM 0712194-036A 12/03/07 3:35 PM 12/08/07 12/08/07 8:20 PMI 0712194-039A 12/03/07 4:38 PM 12/08/07 12/08/07 10:51 PM 0712194-042A 12/03/07 5:15 PM 12/08/07 12/08/07 11:21 PM MS=Matrix Spike;MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. %Recovery=100'.(MS-Sample)1(Amount Spiked);RPD=100-(MS- MSD)/((MS+MSD)12). MS/MSD spike recoveries and/or'%RPD may fall outside of laboratory acceptance criteria due to one or more o`the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. £TPH(btex)=sum of BTEX areas from the FID. #cluttered chromatogram;sample peak eoelutes with surrogate peak. DHS ELAP Certification No 1644 ` QA/QC Officer McCampbell Analvdcal, Inc. 1534Willow Pass Road.Pittsburg.CA94565-1701 Web:www.mccampbell.com E-mail:mainCmccampbell.com "Vier.Oual iry Counts" Telenhone:877-252-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR SW8260B W.O.Sample Matrix: Water QC Matrix: Water. WorkOrder 0712194 EPA Method SW8260B Extraction SW503013 BatchlD: 32385 Spiked Sample 1D: 0712243-001B Sample Spiked MS MSD MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria(%) Analyte ug/L pglL %Rec. %Rec. %RPD %Rec. %Rec. %RPD !70 S/MSD RPD LCS/LCSD RPD tort-Amyl methyl ether(TAME) ND 10 :102 96.8 5.06 99.9 98.1 1.78 130 30 70- 130 30 Benzene ND 10 '119 110 7.71 113 112 1.02 0- 130 30 70- 130 30 t--Butyl alcohol(TBA) ND 50 76.5 74.5 2.65 76 77.9 2.46 70- 130 30 70- 130 30 Chlorobenzene ND 10 129 126 2.39 127 126 0.405 70- 130 30 70- 130 30 1,2-Dibromoethane(EDB) ND 10 116 109 5.41 113 115 0.982 70- 130 30 70- 130 30 1,2-Dichloroethane(1,2-DCA) ND 10 97.4 91.7 6.01 96.6 95.4 1.33 70- 130 30 70- 130 30 I,I-Dichloroethene ND 10 115 119 3.09 125 127 1.47 70- 130 30 70- 130 30 Diisopropyl ether(DIPE) ND 10 104 98 6.09 99.l 99.6 0.557 70- 130 30 70- 130 30 Ethyl tert-butyl ether(ETBE) ND 10 99.2 91.8 7.81 96.6 95.5 1.20 70- 130 30 70- 130 30 Methyl-t-butyl ether(MTBE) ND 10 99.7 92.8 7.17 101 100 1.28 70- 130 30 1 70- 130 30 Toluene ND 10 113 107 5.49 109 106 2.71 70- 130 30 1 70- 130 30 Trichloroethene ND 10 I 1 1 1 102 9.01 1 107 105 2.20 70- 130 30 70- 130 30 %SS1: .108 10 96 95 0.617 102 101 0.963 70- 130 30 70- 130 30 %SS2: 98 10 92 91 1.10 93 93 0 70- 130 30 70- 130 30 %SS3: IIS 10 88 87 0.385 91 91 0 70- 130 30 70- 130 30 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE . BATCH 32385 SUMMARY Sample ID Date Sampled Date Extracted. Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-006B 12/03/07 12/11/07 12/11/07 6:32 PM 0712194-0098 12/03/07 10:15 AM 12/12/07 12/12/07 10:54 AM 0712194-012B 12/03/07 10:30 AM 12/11/07 12/11/07 8:04 PM 0712194-01513 12103/07 11:00 AM 12/11.'07 12/11/07 8:50 PM 0712194-01 8B 12/03/07 11:25 AM 12!11107 12i11/07 9:36 PM 0712194-0218 12/03/07 11:55 AM 12/11/07 12i11/07 10:22 PM 0712194-0246 12/03/07 12:50 PM 12/12/07 12;12107 1:24 AM 0712194-027B' 12103107 1:48 PM 12;1210" 12/12/07 2:10 AM 0712194-030B 12/03/07 2:28 PM 12,112/07 12/12/07 2:55 AM 0712194-033B 12/03/07 2:55 PM 12111/01, 12/11/07 3:21 PM 0712194-0366 12/03!07 3:35 PM 12/11/07 12!11/07 4:16 PM 0712194-039B' 12/03/074:38 PM 12/11/07 IV11/07 5:02 PM 0712194-04213 12/03/07 5:15 PM 12/11107 12/11/07 5:47 PM MS=Matrix Spike:MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate;RPD=Relative Percent Deviation. Recovery=100 (MS-Sample)/(Amount Spiked):RPD=100•(MS- MSD)I((MS+MSD)12). MS/MSD spike recoveries and/or%RPO may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. NIA=not enough sample to perform matrix spike and matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for soil mat-ix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content. DHS FLAP,Certification N° 1644 `' . QA/QC Officer �`•;�-+o' McCamphell Analytical Ine. ISJ4WiIlowPassRoad.t'ituhur;.CA94565-1701 3 Web:www.mccampbell.com E-mail:mainComccampbell.com "When OuaiirvCounts' Tele honc:877-252-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR E200.8 W.O.Sample Matrix: Water QC Matrix: Water WorkOrder 0712194 EPA Method E200.8 Extraction E200.8 BatchlD: 32386 Spiked Sample 1D: 0712213-081D Analyte Sample Spiked MS MSD MS-MSD LCS LCSD LCS-LCSD Acceptance Criteria(%) pg/L pg/L I%Rec. %Rec. %RPD %Rec. %Rec. %RPD MS!MSD RPD LCS/LCSD RPD Antimony 0.69 10 1 14 117 2.29, 113 110 3.12 70- 130 20 So- 120 20 Arsenic 8.1 10 105 107 1.17 102 100 1.49 70- 130 20 80- 120 20 Barium 2200 100 137,FI NR NR 99.7 96.6 3.20 70- 130 20 80- 120 20 Beryllium ND 10 79.4 78 -1.83 99.1 96.5 2.69 70- 130 20 80- 120 20 Cadmium ND 10 97.2 99.9 2.66 105 102- 2.81 70- 130 20 80- 120 20 Chromium 3.3 10 91.4 93,7 1.84 103 99.8 2.90 70- 130 20 80- 120 20 Cobalt 2.9 10 85.8 86.7 0.779 103 99.7 3.47 70- 130 20 80- 120 20 Copper 5.0 10 91 92.6 1.20 -1.07 110 2.22 70- 130 20 80- 120 20 Lead. 3.4 10 101 103 1.55 98.3 94.6 3.80 70- 130 20 80- 120 20 Mercury 0.020 0.25 97.6 104 5.60 92.3 88.6 4.67 70- 130 20 80- 120 20 Molybdenum 10 10 107 110 1.46 97.2 94.3 3.07 70- 130 20 80- 120 20 Nickel 6.9 10 96.6 101 2.81 105 103 2.31 70- 130 20 So- 120 20 Selenium. ND 10 92 94.2 2.27 104 98 6.12 70- 130 20 SO- 120 20 Silver ND 10 90.7 93.2 2.72 99 96.3 2.70 70- 130 20 80- 120 20 "thallium ND to 103 ..105 1.92 95.8 93.5 2.41 70- 130 20 80- 120 20 Vanadium 3.8 10 99.8 104 2.72 102 99.5 2.70 70- 130 20 80- 120 20 Zinc 9.0 100 91.7 92.8 1.09 106 103 3.07 70- 130 20 go- 120 20 %SS: 93 750 .93 97 3.90 96 91 4.98 70- 130 20 70- 130 20 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE F1 =MS/MSD outside of acceptance criteria.LCS-LCSD validate prep batch. MS=Matrix Spike:MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate:RPO=Relative Percent Deviation. %Recovery=lo0'(MS-Sample)I(Amount Spiked);RPD=100-(MS- MSD)I((MS+MSD)12). MS/MSD spike recoveries and/or%RPD may fall outside of laboratory acceptance criteria due to one or more or the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to.the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. NIA=not applicable to this method. NR=analvte concentration in sample exceeds spike amount for soil matrix or exceeds 2x snike amount for water matrix or sample diluted due to high matrix or analyte content. DHS FLAP Certification No 1644 QA/QC Officer i ,--: ' :-mail 1534 Willow Pzss Road,Pittsburg,CA 94565-1701 McCampbell Analytical. Inc. Web:www.mccampbell.com E-mail:mainCa!mccampbell.com ` "When OuaIity Counts" Telephone:877-252-9362 Fax:925-252-9269 QC SUMMARY REPORT FOR E200.8 W.O.Sample Matrix: Water QC Matrix: Water WorkOrder 0712194 EPA Method E200.8 Extraction E200;8 BatchlD: 32386 Spiked Sample ID: 0712213-001D Sample Spiked MS MSD MS-MSD Analyte LCS LCSD LCS-LCSO Acceptance Criteria(%) Ng1L ltg/L %Rec.I%Rec.I %RPD I%Rec. %Rec.I %RPD MS!MSD RPD LCS/LCSD RPD BATCH 32386 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-006C 12/03/07 12/07/07 12/10/07 6:47 PM 0712194-006C 12/03/07 12/07/07 1211 1107 11:43 AM 0712194-009C 12/03/07 10:15 AM 12/07/07 12/10107 6:55 PM 0712194-009C 12/03/07 10:15 AM 12/07/07 12/11/07 11:51 AM 0712194-012C 12/03/07 10:30 AM 12/07/07 12/10/07 7:02 PM 0712194-012C 12/03/07 10:30 AM 12/07/07 12/11/07 12:23 PM 0712194-015C 12/03/07 11;00 AM 12/07/07 12/10/07 7:09 PM 0712194-015C 12/03/07 11:00 AM 12/07/07 11-111/07 12:31 PM 0712194-0 18C 12/03/07 11:25 AM 12/07/07 12/10/07 7:16 PM 0712194-018C 12/03/07 11:25 AM 12/07/07 12/111.07 12:38 PM 0712 194-018C 12/03/07 11:25 AM 12/07/07 12/11/07 12:45 PM 0712194-021C 12/03/07 11:55 AM 12i07/07 12/10/07 7:23 PM 0712194-021C 12/03/07 11:55 AM 12107/07 12/11/07 12:53 PM 0712,194-021C 12/03107 11:55 AM 12/07/07 12/11/07 1:00 PM 0712194-024C 12/03/07 12:50 PM 12/07/07 12/10/07 7:54 PM 0712194-024C 12/03/07 12:50 PM 12/07/07 12111•'07 1:07 PM 0712 194-027C 12/03/07 1:48 PM 12/07/07 12/10/07 8:01 PM 0712194-027C 12/03/07 1:48 PM 12/07/07 12/11/07 1:15 PM 0712194-030C 12/03/07 2:28 PM 12/07/07 12/10/07 8:08 PM 0712194-030C 12/03/07 2:28 PM 12/07/07 12/11/07 1:22 PM 0712194-033C 12/03/07 2:55 PM 12/07/07 12/10/07 8:15 PM 0712194-033C 12/03/07 2:55 PM 12/07/07 12/11/07 1:37 PM 0712194-033C 12/03/07 2:55 PM 12/07/07 12/11/07 2:10 PM 0712194-036C 12/03/07 3:35 PM 12/07/07 12/10/07 8:22 PM 0712194-036C 12/03/07 3:35 PM 12/07/07 13/11/07 2:17 PM 0712194-036C 12/03/07 3:35 PM 12i07!07 12/11/07 2:25 PM 0712194-039C 12103!07 4:38 PM 12/07/07 12/10/07 8:29 PM 0712194-039C 12/03/07 4:38 PM 121'07107 12/11107 2:32 PM 0712194-042C 12/03/07 5:15 PM 12/07/07 12/10/07 8:36 PM 0712194-042C 12/03/07 5:15 PM 12/07/07 12/11/07 2:40 PM MS=Matrix Spike;MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample;LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation. %Recovery=100'(MS-Sample)/(Amount Spiked);RPD=100•(MS- MSD)/((MS+MSD)/2). MS/MSD spike recoveries and/or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. NIA=not applicable to this method. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content. DHS FLAP Certification No 1644 QA/QC Officer \ 1534 Wiling Pass Road.PittsbuT.g.CA 94565-I 701 McCampbell Analy deal, Inc. Web:xwx.mccampbelt.com E-mail:main✓nmcczmpbell.com ':- "WhenOualiryCounts' Tele hone:877-253-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR 6020A W.O.Sample Matrix: Soil OC Matrix: Soil WorkOrder 0712194 EPA Method 6020A Extraction SW3050B BatchlD: 32381 Spiked Sample ID 0712194-028A Sample Spiked MS MSC MS-MSD Spiked LCS LCSD LCS-LCSD Acceptance Criteria Analyte mg/Kg mglKg %Rec. %Rec. %RPD mg/Kg %Rec. %Rec. %RPD MS!MSD RPD LCS/LCSD RPD Antimony ND 50 112 115 2.63 10 112 114 1.42 70- 130 20 80- 120 20 Arsenic 4.9 50 103 104 1.20 10 99.8 102 1.89 70- 130 20 80- 120 20 Barium 190 500 99.2 103 . 2.49 100 99..4 1 J 1 1.43 70- 130 20 80- 120 20 Beryllium ND 50 90.1 92.2 2.28 10 99.9 99.7 0.180 70- 130 20 80- 120 20 Cadmium ND 50 99.1 102 2.78 10 101 lot 0 70- 130 20 80- 120 20 Chromium 46 50 91.1 92.9 0.966 10 98.4 102 3.16 70- 130 20 80- 120 20 Cobalt It 50 91.1 93.9 2.46 10 101 99.9 1.35 70- 130 20 80- 120 20 Copper 22 50 10) 101 0 !0 102 ID5 2.61 1 70- 130 20 80- 120 20 Lead 8.2 50 99.4 103 2.83 10 10) 102 0.786 70- 130 20 80- 120 20 Mercury ND 1.25 99.3 102 2.93 0.25 96.2 95.9 0.333 70- 130 20 80- 120 20 Molybdenum ND 50 97 100 3.46 t0 97.5 98.8 1.27 70- 130 20 80- 120. 20 Nickel 50 50 101 1 99.7 0.399 10 101 1D5 3,54 70- 130 1 20 go- 120 20 Selenium ND 50 97.7 105 6.80 10 98.2 98.2 0 70- 130 20 80- 120 20 Thallium ND 50 101 104 3.16 10 97.3 99.3 1.07 70- 130 26 80-120 20 Vanadium 59 50 91.5 92.9 0.665 10 97.3 1 D 1 3.35 70- 130 20 1 80- 120 20 Zinc 47 500 101 106 3.95 100 99.9 101 0.907 70- 130 20 80- 120 20 %OSS: 106 250 99 101 2.24 250 96 96 0 70- 130 20 70- 130 20 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE BATCH 32381 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-00 1A 12/03/07 12!07!07 121 10/07 9:37 PM 0712194-002A 12!03107 9:30 AM 12/07/07 12!10107 9:44 PM 0712194-003A 12/03/07 9:30 AM 12/07;07 12i I O/D7 9:51 PM 0712194-004A 12/03/07 9:30 AM 12/07/07 12i l O/07 9:59 PM 0712194-OOSA 12/03/07 9:30 AM 12/07/07 2/10!07 10:31 PM 0712194-007A 2!03107 10:15 AM 12/07/07 12i10/O7 10:39 PM 0712194-008A .2/03/07 10:15 AM 12!07/07 2/10/07 10:46 PM 07712194-610A 2103107 10:30 AM 12107;07 12;1OiO7 10:53 PM 0712194-011A 2/03/07 10:30 AM 12.!07/07 '210107 11:01 PM 0712194-013 A 2103107 11:00 AM 12/07/07 12/10/07 11:08 PM 0712194-014A .2/03/07 11:00 AM 12!07/07 .2:10107 11:16.PM 0712194-016A 2103/07 11:25 AM 12/07/07 12/10/07 )1:23 PM 0712 194-017A 2/03/07 11:25 AM 12/07/07 2!10/07 11:30 PM 0'712194-019A 2/03/07 11:55 AM 12107;07 12/10/07 11:38 PM 0712194-020.4 2iO3/07 11:55 AM 12'07/07 2!1 1!07 12:10 AM 0712194-022A 2!03/07 12:50 PM 12/07!07 :2/11.'07 12:18 AM 0712194-023A 12/03/07 12:50 PM 12107/07 2/11/07 12:25 AM 0712194-025A 12/03iO7 1:48 PM 12/07/07 .2/11/07 12:32 AM 0712194-026A 12/03/07 1:48 PM 12107!07 2i 11/07 12:40 AM 071219.4-028A 12/03/07 2:28 PM 12/07107 12!10/07 9:08 PM MS=Matrix Spike;MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation. Recovery=1 DO'(MS-Sampie)/(Amount Spiked);RPD=100'(MS- MSD)i((MS-IVISD)1 2). MS I MSD spike recoveries and I or%,RPD may fall outside of laboratoy acceptance criteria due to one ormore of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. N/A=not applicable to this method. r DHS FLAP Certification N° 1644 l QA/QC Officer 1534 willow Pass Road.Pinsburg,CA 94565-1701 1VIcCampbeIl Analytical. Inc. (fir Web:www.mccampbell.com E-mail:mainLmccxmpbeil.com "When Oualav Counts" Telephone:877-252-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR 6020A W.O.Sample Matrix: Soil QC Matrix: Soil WorkOrder 0712194 EPA Method 6020A Extraction SW3050B BatchlD: 32382 Spiked Sample ID 0712194-041A Analyte Sample Spiked MS MSC MS-MSD Spiked LCS LCSD LCS-LCSD Acceptance Criteria(%) mg1Kg mg/Kg %Rec. %Rec. %RPD ma/Kg %Rec. %Rec. %RPD MS/MSD RPD LCS/LCSD RPD Antimony ND 50 1 1 1 112 0.855 10 114 115 0.875 70- 130 20 80- 120 20 Arsenic 5.8 1 50 99.4 1 103 3.00 1 10 103 103 0 70- 130 20 80- 120 20 Barium 240 500 99.4 101 1.16 100 102 102 0 70- 130 20 80- 120 20 Beryllium 0.56 50 92.2 94.1 2.08 10 102 104 2.52 70- 130 20 80- 120 20 Cadmium ND 50 98.4 99.7 1.37 10 103 102 0.780 70- 130 20 80- 120 20 Chromium 43 50 88.1 94 3.35 10 103 102 1.37 70- 130 20 80- 120 20 Cobalt 14 50 91.1 92.1 0.852 10 102 103 0.585 70- 130 20 80- 120 20 Copper 19 50 95.7 100 : 3.48 10 106 103 2.96 70- 130 20 80- 120 20 Lead 6.6 50 99.3 101 1.10 10 103 103 0 70- 130 20 80- 120 20 Mercury ND 1.25 97.6 99.8 2.22 0.25 94.6 93.3 1.23 70- 130 20 80- 120 20 Molybdenum 0.77 50 96 97.6 1.63 10 98.3 97.4 0-914 70- 130 20 80- 120 20 Nickel 42 50 95.4 10 3.14 10 105 101 4.08 70 - 130 20 80- 120 20 Selenium ND 50 96.7 98.4 . 1.76 10 99.6 96.4 1 3.21 70- 130 20 80- 120 20 Silver ND 50 95.2 95.8 0.607 10 95.5 96.4 0.886 70- 130 20 -80- 120 20 Thallium ND 50 100 101 1.29 10 98.3 98 0.362 70- 130 20 80- 120 20 Vanadium 56 50 86.4 94.9 4.16 10 101 99.7 1.42 70- 130 20 80- 120 20 Zinc 48 500 101 103 1.73 100 104 104 0 70- 130 20 80- 120 20 %SS: 98 250 1 97 96 OZ49 1 250 98 97 0.573 1 70- 130 20 70- 130 20 All tar.-cl compounds in the Method Blank of this extraction batch were ND less than the method RL witb the following exceptions: NONE BATCH 32382 SUMMARY Sample.ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712194-029A 12'03/07 2:28 PM 12/07/07 2/1 1107 12:47 AM 0712194-031A 12/03!07 2:55 PM 12/07/07 12/11/07 12:54 AM 0712194-032A 12/03/07 2:55 PM 12/07/07 12%11%07 1:02 AM 0712194-034 A 12103107 3:35 PM 12:07107 12/11/07 1:09 AM 0712194-035A 12,03/07 3:35 PM 12/07/07 12111/07 1:17 AM 0712 194-03 7A 12;03!07 4:38 PM 12107/07 12/11/07 1:49 AM 0712194-038A 12103107 4:38 PM 12/07/07 i2/I 1/07 1:56 AM 0712194-040A 12/03/07 5:15 PM 12/07!07 12i 1 1107 2:04 AM 0712194-04 1A 12/03/07 5:15 PM 12/07/07 1'_.'10'07 3:31 PM MS=Matrix Spike:MSD.=.Matrix Spike Duplicate:LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation. %Recovery=100'(MS-Sample)/(Amount Spiked):RPD=100"(MS- MSD)/((MS+MSD)12). MS/MSD spike recoveries and/or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiked sample's matrix interferes with the spike recovery. N/A.=not applicable to this method. '7 mat PPPnqlAe DHS ELA.P Certification NO 1644 QA/QC Officer � E NA � . O .r C r, (0Z09 101091 S-OOZ/L'QOZ)P-7 (0ZO9.10109/8'0oZ/L'OOZ)ntaK 51 dfl'I j � 0 c� U (sYNd/sHYd)01c81 Kis=8 Yd3 I s W E (S30AS)OLZS/SZ91 Z'SZS Y43 C co .r (sJOA)0928/YZ9/Z'h25 Yd3 4 y i y `r r Y�. 'A & 3c. j -; 4. e� ci (s.aP?a!q LOH IJ a!P63Y1 1518/SIS Yd3 an F N V W (-P!30-d dN)1415 I LOS Yd3 f " siavaouoJ I uopolY lAI7N0 S,IIJ(I ZSOS 1809 Yd3 J IC ;--x {sapnpsad IJ)1808 1 809/505 V.13I � � � 4 E Z C -ell (IZ08 i Z09 Yd3)d'1N0 X318 13aIW ( z z(. < U O (sOOAH)IZOS/0108/1091 ZIPS Yd3U a < CgtJz (1.811')suoq-xgoipCH mnalollad lrloy fy U Z E C�W E Z ice. 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N N � O LO C C CL X � m s to G L Q C1 Z. r U f. y U My .. 6 a ) CL Co Q a Q a a Oi N O m D U o O i m A a s a s a s a s a s m W c El +1 c m a s a s a s a s a s n _ QV is O �y O m m © W ¢ tn u� U U U U U coCD y a � ; I • •a N N G co N = P- x t f o to Q r Q G m 0- m E3 O O ❑ m 141 1 0Cb � L N Q Q d G O ❑. � � Q C EO Q Q Q Q L N v m 7 ^� 2 `o CD C6. 0 m ~ as as a ¢CID Qa W � U DOW o o N Q U cs •O (D co (D E � y Lo U U U U m m � Qrr3 v N W Jo-- O h Q) O O l0 r a _ Q Q Q Q ¢ Q Q Q ¢ m 0 �� ❑ 0 m' 0 'R Q a 0 m = Q C a N ¢ Q ¢ Q ¢ Q Q Q Cull 2 is O °7 o Q Cd w N X c m rn ca = d❑oaoaClooaoEl N o Q Cu rn m o 0 0 0 0 0 0 0 0 0 0 0 C9 a cn E 0 0 0 0 0 0 0 0 0 0 0 0 0 LL rn LO Iii ui LO LO m m w CO 0 LO � o c In (CJ to MMn COC7 M M — r 'Q 4 W v N CV N M M M 7 V V u') '(n (I] Q M ❑ X m Q 0 0 0 0 0 0 0 0 0 R 0 R 0 0 I.L C d f7 Ch c7 c') C`] C i c7 M Ch 2 M Do O L O N T nj ci N N O O N Q7 C, o x 0N j cn r°n j (0 •m° j in rid j O a a N c6 n O Q C7 O Q # N LU N @ H O O O Wa, O (O CCD - W O O U7 0 o N Wi-- aa i a Q N c0 o �* ocq (� f"'r Cn Cn (A CA (A cm cli rv v u7 �[ ) M �j O O CO C1 IIS m N_ m m M m m t m m 0 O Q m m N CV O [L r G O (Ull N ca LO _ a N m y v: co O O c0 Q c N Q rn 06 Q fA N C c v > V � a0 E yvQ —_ EQ N o o m (c 0 cn �'7 N C 3:O N M M , LO O n O O O N = h (6 M M M M M M M M of © Q. Q in C o 0 0 C� o o c a 0 0 o 0 o 3 O m v e c v v v v v v v cEL CL — d o as z N m O m O M m m m O m CA O) J r+• o. E N C2 N N N — N N N N N N N m l'J m 0 � 0 n n C3 0 n n n 0) r m r L — Ix m O O O O O O O O O C O 0 r- r U. ' McCamAbell Analytical Inc. 1534 Willow Pass Road,Pittsburg,CA 945 65-1 701 Web:www.mccampbell.mm E-mail:ma'ut@mccampbell.cotr. "When Oualitv Counts" I Telephone:877-252-9262 Fax:925-252-9269 Sample Receipt Checklist Client Name: Purcell Rhodes & Associates Date and Time Received: 12106/07 Project Name: #7372-01; CCR Hangars Checklist completed and reviewed by: Maria Venegas WorkOrder N": 0712194 Matrix Soil/Water Carrier: Client Drop,-.1n Chain of Custody(COC)Information Chain of custody present? Yes ® No❑ Chain of custody signed when relinquished and received? Yes No ❑ Chain of custody agrees with sample labels? Yes No ❑ Sample IN noted by Client on COC? Yes © No ❑ Date and Time of collection noted by Client on COC? Yes © No❑ Sampler's name noted on COC? Yes © No❑ Sample Receipt Information Custody seals intact on shipping container/cooler? Yes ❑ No❑ NA 0 Shipping container/cooler in good condition? Yes 21 No❑ Samples in proper containerstbottles? Yes 21 No ❑ Sample containers intact? Yes © No❑ Sufficient sample volume for indicated test? Yes No ❑ Sample Preservation and Hold Time(HT)Information Ail samples received within holding time? Yes © No ❑ Container(femp Blank temperature Cooler Temp: 15°C NA ❑ Water-VOA vials have zero headspace t no bubbles? Yes © No❑ No VOA vials submitted❑ Sample labels checked for correct preservation? Yes Q No ❑ TTLC Metal-pH acceptable upon receipt(pH<2)? Yes No❑ NA ❑ --------------------------------------------- ----------------------------------------------- Client contacted: Date contacted: Contacted by: Comments: Water Samples B13&Bi5 pH had to be adjusted for Metals No. 03-36017372-01 March 6, 2008 Page 20 Appendix D Laboratory Test Results and COC Documentation for Oil Stained Surfaces Purcell,Rhoacies&,Associates —' me Campbell Analytical, Inc. 1:34 Willow Pass Road.Pinsburg.Ca 9,1565-1701 J Wcb:wwwmccampbetl.com E-mail:mam;a,mecampbell.com "Vien Oualiry Counts" Telephone:377-25'--9'-62 Fax:925-252-9269 Purcell Rhodes&Associates Client Project 1D: #737?-0l:CCR Date Sampled: 12/13107 Hangar 1041 Hook Ave Date Received: 12/14/07 Client Contact: Joseph Ambrosin Date Extracted: 12%14107 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed 1 J 18x07 Petroleum Oil&Grease with Silica Gel Clean-Up* Analyrical methods: SM3520E.T Work Order: 0712492 Lab ID Client 1D Matrix POG DF %SS 0712492-001.A OS-1 S ND 1 NIA 071'49'_-002A OS-2 S ND I N,A 0712492-003A OS-3 S ND I N;:A 0711492-004A OS-4 S ND 1 N,A 0712-491-005A OS-5 S 84 1 NIA Reporting Limit for DF=3; W tiA NA ND means not detected at or S 50 mgfK.a above the reporting limit *water samples and all TCLP&SPLP extracts are reported in mg:"L,so'llsludge/solid samples in mg/kg, wipe samples in mg wipe, product,'oillnon-aqueous liquid samples in mg/L. DF=dilution;actor(may be raised to dilute target analyte or matrix interference). 4 surrogate diluted out of range or not applicable to this sample. g)sample extract repeatedly cleaned up with silica gel until constant IR result achieved;hl a lighter than water immiscible sheen product is present;i) liquid sample that contains greater than-1 vol.%sediment:j)results are reported on a dry weight basis: p)sec attached na:aativc. DHS FLAP Certification No 1644Angela Rydellus- Lab Manager +'{ 1534 Willow Pass Road,Pirrsburg,CA 94565-1-01 McCampbeli Analydcal. Inf,`. vtieb:wwvcmccampbel!.:om E-mail;main(i:mccampbelt.com Ai "When Oualitv Counts" Tele hone:S--15'-c)267 Fax:925-252-9259 Purcell Rhodes&Associates Client Project ID: =7372-01;CCR Date Sampled: 12/13i07 Hangars Date Received: 1214/07 1041 Hook Ave Client Contact: Joseph Ambrosino Date Extracted: 13/14/07 Pleasant Hill,CA 94523 Client P.O.: Date Analyzed: 11"15/07 Volatile Organics by P&T and GC/:SMS(Basic Target List)* ExtraciionMetltod: SW50303 Aaalvttcallviethod: SW8260B Work Order- 0"1249' Lab ID 0712492-001 A Client ID OS-1 Matrix Soil Rcponing R•pon,ng Compound Concentration*1. DF L„n„ Cotnooand. Concentration* DF ,, Acetone 0.26 1.0 0.05 Aerolein(Propenal) ND 1.0 I 0.05 Acrvionitrile ND 1 0 0.02 tcrt-Amvl meth.vl ether(TA14E) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromcthane ND 1.0 0.005 Bromodichloromcrhanc ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane NQ 1.0 0.005 2-Butanone(MEK) ND 1.0 0.03 t-BuNI alcohol (TBA) ND 1.0 0.05 n-Butvl benzene ND 1.0 0.005 sec-Butvl benzene ND 1.0 0.005 tert-Butvl benzene ND 1.0 0.005 Carbon Disulfide ND I.0 0.005 Carbon Terrachloridc ND 1.0 0.005 Chlorobenzcne NO 1.0 0.005 Chloroethane ND 1.0 10.005 2-Chlorocthvt Vinv!Ether ND 1.0 0.01 Chloroform ND 1.0 1 0.005 Chloromethane ND 1.0 0.005 2-Chloi-otoluene ND 1.0 1 0.005 =-Chiororoluene ND 1.0 0.005 Dibromochloromcthan e ND 1.0 1 0.005 1 2-Dibromo-3-chioro.ro ane ND 1.0 1 0.005 1,2-Dibromoethane(EDB) ND 1.0 0.005 Dibromomethanc ND 1.0 0.005 12-Dichlorobenzene VD 1.0 0.005 1.3-Dichlorobenzene ND 1.0 0.005 1,4-Dichlorobenzene ND 1.0 0.005 Dichloroditluoromcthane ND 1.0 0.005 1 1-Dichloroethane ND 1.0 0.005 1.2-Dichioroethanc(1,2-DCA) ND 1.0 0.005 I 1-Dichloroechene ND 1.0 0.005 cis-i'.2-Dich!oroethcnc ND 1.0 0.005 ir311S-1.2-Dichloroethenc ND 1.0 0.005 1.2-Dichloronrovane ND 1.0 0.005 13-Dichloronro anc ND 1.0 1 0.005 3 2-Dichloro ro ane ND 1.0 0.005 i 1-Dichloro ropene ND 1.0 0.005 cis-!t.3-Dichloro roocne ND 1.0 0.005 trans-t.3-Dichloro ro cne N 1.0 0.005 Diiso ro vl ether(DIPF) ND 1.0 0.005 Ethvibenzcne ND I.0 0.005 Ethvl Cert-butvl ether ETBE ND 1.0 0.005 Freon 113 ND 1.0 0.1 H•cxachlorobutadiene ND 1.0 0.005 Hexachloroethane ND 1.0 0.005 '_-Hexanone tiD 1.0 0.005 fso ro vtbcnzene ND 1.0 0.005 4-ls6roovI toluene ND 1.0 0.005 Methvl-t-buM ether NTBEI ND 1.0 0.005 Methv!cne chloride ND 1.0 0.005 4-Methvl-2- cntanonc(N,fIBK VD 1.0 0.005 Naphthalene N 1.0 0.005 N ND 1.0 0.1 n-Pro v1 benzene ND 1.0 0.005 Sivrcne ND 1.0 0.005 1.1 1 2-Tetrachloroethane ND 1.0 0 005 1 1 2-Tetrachloroethane ND 1.0 0.005 Tctrachioroethenc tiD 1 0 0.005 Toluene N 1.0 0.005 ! 2 3-Trichlorobenzene 1.0 0.005 1.2.4-Trichlorobenzcne ND 1.0 0.005 1.1 1-Trichloroethane ND 1.0 0.005 1.1.3-Trichloroethane ND 1.0 0.005 Trichloroethene \D 1.0 0.005 Trichlorofluoromethane ND 1.0 0.005 1.2.3-Trichlorooro anc ND 1.0 0.005 1.2 4-Trimethvlbcnzerte ND 1.0 0.005 1 3 5-Trimathvlbenzenc ND 1.0 0.005 v1 n n n: Surrogate Recoveries t%) %SS 1 112 %SS2: 101 a/C ()'r Comments: water and vaporsamples are reported in ug/L,soil;sludge:solid samples in mgikg,.product/oil..non-aqueous liquid samples and all TCLP&SPLP extracrs arc reported in mg%L-wipe samples in ugwipe. ND means not detce[Cd above the reportin6 limit.N:A means analyte not applicable to this analysis. 4 surrogate diluted out of range or coelutes with another peak:&)low surrogate due to marrix incerference. h)tighter than water immiscible shccn,'product is present:i)ticuid sample that contains greater than-1 vat.%sediment:j)reporting limit raised due to high organic eontent.'matrix interference:k)reponing limit near,but not identical•to our standard re-porting limit due to variable Encocc sample weight: ml reporting limit raised due to irsufticieni sample amount;n)results are reported on a dry weight basis:p)sec attached narrative. DHS ELAP Certification v' 1644 Angela Rvdelius,Lab Manager McCampbell Analytical, Inc. 1=1i Willow Pais Road.Pi[;sburn.CA9a>6s -01 .�1 Web:www,mccampbell.com E-mail:mainrmccampbell.eom "When Ouahry Counts" Teieohone:R 7 7-353-9'63 Fax:935-_53-9'69 Purcell Rhodes&Associates Client Project 10: 7;73-01;CCR Date Sampled. 13111,07 Hangars Date Received: 1'14;07 1041 Hook Ave Client Contact: Joseph Arnbrosino Date Extracted: 13/14%07 Pleasant Hill.CA 94-533 Client P.O.: Date Analyzed: 1-)15/07 Volatile Organics by P&T and GC/MS(Basic Target List)* Extracfionvlethod: SW3030B Analytical Method: SW3260B Work Order: 07l2493 Lab ID 0713493-002A Client ID OS-3 Matrix Soil JR,,.oonme R poniny Compound Concentration* DFm Compound Concentration* DF L n,',. Acetone ND 1.0 0.05 Acrolein(Nopenal) ND 1.0 0.05 Acrvlonitrile ND 1.0 0.02 tart-.Amvl mcthvl ether(TAME) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzene ND 1.0 0.005 Bromochloromcthane ND 1.0 0.005 Bromodichloromethanc NQ 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethane NQ 1.0 0.005 2-Butanone MEK) ND 1.0 0.02 t-Butvl alcohol (TBA) tip 1.0 0.05 n-Butvi benzene Nip 1.0 0.005 scc-Butvl benzene ND 1.0 0.005 cert-But vl benzene ND 1.0 0.005 Carbon Disultlde ND 1.0 0.005 Carbon Tetrachloride. ND 1.0 0.005 Chlornbenzene ND 1.0 0.00; Chloroethane ND 1.0 0.005 2-Chloroethvi Vinvl Ether ND I.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 . 2-Chlororolucnc ND 1.0 0.005 4-Chlorotoluenc ND 1.0 0.005 Dibromochloromethanc ND 1.0 0.005 1.2-Dibromo-3-chloro ro anc ND 1.0 0.005 1.2-Dibromoethane(EDB) ND 1.0 0.005 Dibromomcthane N 1.0 0.005 1.2-Dichlorobenzene ND 1.0 0.00= 1.3-Dichlorobenzene ND 1.0 0.005 1.4-Dichlorobenzene ND I'D 0.005 Dichlorodifluoromethane ND 1.0 0.005 1.1-Dich!oroethane ND 1.0 0.005 12-Dichloroethane 1.3-DCA ND 1.0 0.005 1,1-Dichloroethene NO 1.0 0..005 cis-1?-Dichloroethene ND 1.0 0.005 trans-l.2-Dichloroethene ND 1.0 0.005 1.2-Dichloro ronanc ND 1.0 0.005 13-Dichloro rooane ND 1.0 0.00? 2 2-Dichloro ro anc ND I.0 0.005 1.1-Dichloro ronene ND 1.0 0.005 cis-1.3=Dichloro ronene ND 1.0 0.005 trans-I.3-Dichloro ro ene ND 1.0 0.005 Diisonro vl ether(DIPE) ND 1.0 0.005 Ethvibcnzcnc ND 1.0 0.005 Erhvl tart-butvl ether(ETBE) ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadiene < D 1.0 0.005 Hexachlorocthanc ND 1.00.005 2-Hcxa'none ND 1.0 0.005 Iso ro vlbenzene ND 1.0 0.005 4-Iso ro vl toluene ND 1.0 0.005 '.lethvl-t-bund ether(MTBE) ND 1.0 0.005 Merhviene chloride ND 1.0 0.005 4-Methyl-2- cntanorie M16K) NO 1.0 0.005 .Na hth3lenc ND 1.0 0.005 .Nitrobenzene ND 1.0 0.1 n-Pro vl benzene tiD 1.0 0.005 Stvrcne ND 1.0 0.005 1.! 1.2-Tetrachloroethane ND 1.0 0.005 1.1 2 2-Tetrachloroethane ND l.0 0.005 Tetrachloroethane ND 1.0 0.005 Toluene ND 1.0 0.005 12 3-Trichlorobenzenc ND 1.0 0.005 1.2 4-Trichlorobenzenc ND 1.0 0.005 1.1 1-Trichloroethane ND 1.0 0.005 11.2-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0 005 Trichlorofluoromethane ND 1.0 0.005 1.2.3-Trichloro rooane ND 1.0 0.005 2.4-Trimethvlbenzcne ND 1.0 0.005 13 5-.Trimethvlbcnzenc ND 1.0 0.005 Vinyl Chloride N n n ; Surrogate Recoveries %) °SSS 1: 1 l 0 %SST: 101 Comments: water and vapor samples are reported in ugit,soil%sludge+'solid samples in mgA.-,product oil.non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg.L,wipe samples in ug/wipc. ND means not detected above the reporting limit;N:A means analvcc not applicable to this analysis. surrogate diluted out of range or coelutes with another peak:&)low surrogate due to matrix interference. h)lighter than water immiscible shceniproduct is present;i)liquid sample that contains greater than -1 vot.%sediment.j)sporting limit raised due to high organic content.'matrix intcrfercnec;k)reporting limit near. but not identical to our standard reporting limit due to variable Encore sample weight: m)reporting limit raised due to insufficient samotc amount.n)results are reported on a dry weight basis:p)see attached narrative. DHS ELAP Certification N' 1644 Angela Rydelius,Lab Manager r-; 1'IcCampbell analytical, Inc. 153-1 Willow Pats Road.Pittsburg,CA 94565-1701 „Lw'. Web www.mecampbel!.com E-mail-main,a'mccampbell.com F 'When Oualiry Counts" Teleohone:S77-2'�:-9262 Fax:91-5-252-9269 Purcell Rhodes&Associates Client Project ID: =737?-01;CCR Date Sampled: 121-13/07 Hangars Date Received: 1211407 1041 Hook Ave Client Contact: Joseph Ambrosino Date Extracted: 12,`14/07 Pleasant Hill,CA 94533 Client P.O.: Date Analyzed: 1_)-'15107 Volatile Organics by P&T and GCOYIS(Basic Target List)* ExtramonMerhod: SW50308 .4nalvtical..VcEhod: SWS2608 WarkOrder. 0-1=492 Lab ID 0712492-003A Client ID OS-3 MatrixSoil Roponm� RLpon:ne Compound Concentration* DF t„n„ COMDound Concentration* DF Acetone ND 1.0 0.05 Acrolcin Pro gnat ND 1.0 0.05 Aervloniirile ND 1.0 0.02 tcrt-Amvl mcthvl ether(TAME) ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobcnzene ND 1.0 0.005 Bromochloromethane ND 1.0 0.005 Bromodichl'oromcthanc ND 1.0 0.005 BromoForm ND 1.0 0.005 Bromomethane ND 1.0 0.005 3-Buranone MEK ND 1.0 0.02 t-Butvl alcohol (TBA) ND 1.0 0.05 n-Burvl benzene ND. E10 0.005 scc-Butvl benzene ND 1 0 0.005 tort-Bute(benzene ND 0.005 Carbon Disulfide NO 1 0 0.005 Carbon Tetrachloride ND 0.005 Chiornbenzcne ND 1.0 0.005 Chloroethane ND 0.005 2-Chloroethvl V'invl Ether ND 1.0 0.01 Chloroform ND 0.005 Chloromethane ND 1.0 0.005 2-Chlorotoluene ND 1.0 0.005 4-Chlorotoluene NQ 1.0 0.005 Dibromoch(oromethane ND 1.0 0.005 12-Dibromo-3-chloro roane ND 1.0 0.005 12-Dibromoethane(FD131 ND 1.0 0-005 Dibromorriethane tiD 1.0 0.005 1,2-Dichlorobenzene ND 1.0 0.005 1 3-Dichlorobenzene ND 1.0 0.005 1.4-Dichlorobenzene ND 1.0 0.005 Dichlorodifluoromethane ND 1.0 0.005 1,1-Dichlorocrhane ND 1.0 0.005 1.2-Dichlorocthane(1.?-DCA) ND 1.0 0.005 1.1-Dichloroethene ND 1 0 0.005 cis-12-Dichlorocthene ND 1.0 0.005 trans-I 2-Dichloroethene ND 1.0 0.005 1.2-Dichloronrooane ND 1.0 0.005 1.3-Dichloro ro ane ND 1.0 0.005 2.2-Di chIoroorobane ND 1.0 0:005 1.1-Dichloro ro enc ND 1.0 0.005 cis-1.3-Dichlorooro cnc ND 1 0 0.005 trans-l.3-Dichloro ro ene ND 1.0 0.005 Diiso ro vi ether DfPE ND 1.0 0.005 Ethvibenzenc ND 1.0 0.005 Ethv! icrr-butyl crher(ETSE) ND 1.0 0.005 Frcon 113 ND 1.0 0.1 Hexachloroburadienc NO 1.0 0.005 Hcxachloroethane ND 1.0 0.005 2-Hexanone NO 1.0 0.05 Isonro vlbcnzenc ND 1.0 0.005 4-lso ro vl toluene ND I.0 0.005 Ntethvl-t-butvl ether(MTBE) ND 1.0 0.005 titethvlene chloride ND 1.0 0.005 4-M; cthvl-2- cnranonc(Ml8K) ND 1.0 0.005 Na hthalcne ND 1.0 0.005 Nitrobenzehe ND 1 0 0.1 n-Pro'vl benzene ND 1.0 0.005 Stvrcne ND I.0 0 005 1.1.1..'-Tetrachloroethane NO 1.0 0.005 1.1.2.2-Tetrachlorocchane ND 1.0 0.005 Tetrachloroethenc ND 1.0 0.005 Toluene ND 1.0 0.005 1? 3-Trichlorobenzene tiD 1.0 0.005 1.2.4-Trichlorobenzenc ND 1.0 0.005 1.1.1-Trichlorocthanc ND 1.0 0.005 1 1.2-Trichloroethane tiD 1.0 0.005 Trichloroethene ND 1.0 0.005 TrichloroFluoromaliane ND 1.0 0.005 1.2.3-Trichloro ro ane ND 1.0 0.00: 1 ?4-Trimcthvlbenzcne Nip 1.0 0.005 1.3 5-Trimethvlbenzcne Nip 1.0 0.005 vNQ f nn; t nn; Surrogate Recoveries(%) 112 %SS2: 100 viCC;• Comments: °water and vapor samples are reported in u-;L.soilisludgersolid samples in mgikg,product:oilmon-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mVL,wipe samples in ugiwipc. ND means not detected above the reporting limit;N!A mean;analyte not applicable to this anaiysis. surrogate diluted out of range or coclutcs with another peak;&)Ioµ•surrogarc due to matrix interference. h)lighter than water immiscible shecn,product is present,0 liquid sar.p!e that contains greater than-I vol.%sediment:j)reporting limit raised due to high organic content matrix interference;k)reporting limit near,but not identical to our standard reporting limit dlle to variable Encore sample weight: n;)reporting limit raised due to insufficient sample amount:n)results are reported on a drq wcighr basis:p)sce attached narrative. DHS ELAP Certification t\' 1644. Angela Rydelius,Lab Manager :VTcCamnbell Analytical, Inc. ''4 Willow Pass Road.Ptttsbur;.CA 94:65-1701 w_b:,vvu,mc:ampbell.com =-maif:izain:"u;mc:ampbell.;:om "When OuAry Counts- T:Icohone:i--.'_==-9'6? Pax.925-252-9269 Purcell Rhodes&Associates Client Project[D: �'1372-01;CCR Date Sampled: 12,110' Hangars Date Received: 13 1407 1041 Hook Ave Client Contact: Joseph Ambrosino Date Extracted: 12,'14i07 Pleasant Hill,CA 94-523 Client P.O.: Date analyzed: II I 1507 Volatile Organics by P&T and GUMS(Basic Target List)* -x,racnonMethod: SW5030B •inaivttcalMcthod: SWS=bOB Work Order: 0-12492 Lab ID 0;12492-004A Client ID OS-4 -Matrix Soil Rtponm_ Repo-1mg Comtiound Concentration * DF LP„n,,, Coinnound Concentration * DF L,.„ Accrore ND 1.0 0.05 .Acrolcin(Propenal) ND 1.0 1 0.05 Acrvlonitr:lc ND 1.0 0.02 tort-Amvl methvl ether(TAMEI ND 1.0 0.005 Benzene ND 1.0 0.005 Bromobenzcnc `D 1.0 0.005 Bromochloromethanc ND 1.0 0 005 Bromodichloromethanc ND 1.0 0.005 Bromoform ND 1.0 0.005 Bromomethanc `D 1.0 0.005 2-Ba6non c i1'IEK NQ 1.0 0.02 t-Buivl alcohol (TOA) ND 1.0 0.05 n-Butvl benzene ND 1.0 0.005 sec-Buts!benzene tiD I 0 0.005 Cert-Butvl benzene ND 1 0 0.005 Carbon Di:ultide ND 1.0 0.005 Carbon Tetrachloride ND 1.0 0.005 Chiorobenzene ND 1.0 0A05 Chloroethane VD 1.0 0.005 '-Chloroc(hvl Vinvl Ether ND I 1.0 0.01 Chloroform ND I.0 0.005 Chloromethane )`D 1.0 0.005 2-Chlororoluene ND 1.0 0.005 4-Chlorotoluene' NO 1.0 0.005 Dibromochloroincthane ND 1.0 0.005 1-2-Dibromo-3-ch loro ronane ND 1.0 0.005 1.2-Dibromocrhare(ED13) ND 1.0 0.005 Dibromnmethane ND 1.0 0.005 1.2-Dichlorohcnzcne VD 1.0 0.005 1.3-Dichlorobenzene ND 1.0 0.005 1.4-Dichlorobenzene ND 1.0 0.005 Dicllloroditluoromethanc ND 1.0 0.005 1.1-Dichloroethane ND 1.0 0.005 I.'-Dichloroethane(1.2-13CA) ND 1.0 0.005 1.1-Dichloroethcne ND 1 0 0.005 cis-1 '-Dichiorocthenc ND 1.0 O.DOS trans-l,2-Dichlorocthene ND 1.0 0.005 1.2-Diehlorooronanc ND 1.0 0.005 1.3-Dichlorp ro ane ND 1.0 0.005 22.22-Dichiorooro ane ND 1.0 0.005 1.1-Dichloro ropene ND 1.0 0.005 cis-1 3-Dichlorooro ene ND 1.0 0.005 trans-l.3-Dichlorooro ene ND 1.0 0.005 Diisooro vl ether DIPE ND 1.0 0.005 Ethvlbenzene N 1.0 0.005 Ethvl tcrr-butvl ether(ETBE) ND 1.0 0.005 Freon 113 ND 1.0 0.1 Hexachlorobutadicne ND 1.0 0.005 Hexachloroerhanc vD 1.0 0.005 2-Hexanone ND 1.0 ODDS lsooro vlbcnzcnc ND 1.0 0.005 4-110ropvl toluene ND 1.0 0.005 Methvi-t-butvt ether(LITHE) N 1.0 0.005 Mcthvlcne chloride ND 1.0 0.005 .4-Methvl-2- entar:onc MIRK) ND NO 0.005 Naohthalcnc ND 1.0 0.005 NitrobenzeriL `D 0.1 n-Propvl benzene ND 1.0 0.005 Srvrene ND 0.005 1.1.1.2-Tetrachloroethane ND 1.0 0.DDS 1,1.2-.2-TzErachloroethanc VD 0.005 T;:rrachlorocihcnc ND 1.0 O.ODS Toluene N 0.005 1.3.3=Trichlorobenz nc ND 1.0 0.005 I.'.4-Trichlorobcr.zcnc ND 0.005 1.1.1-Trichlorocthanc ND 1.0 0.005 1.1.2•Trichlorocthanc ND 1.0 0.005 Trichloroethene ND 1.0 0.005 TfichlororIuoromcthane ND 1.0 0.005 1.2.3-Trichloropro ane tiD 1.0 0.005 1.2,4-Tri methviben7cric ND 1.0 0.005 13.5-Tr;mcthvlbenzene VD 1 1.0 1 0.005 V;nvIN D1 n n v n n nn, Surrogate Recoveries M) RSSS 1: 104 %SS2: 95 °,SS+ 9R Comments: water and vapor samples arc reported in ug'L.soil sludge%solid samples in m=`kg,produc 'oii:non-aqueous liquid samples and all TCLP&SPLP extracts arc reported in mg L,wipe samples in ttg(wipe. NO means not detected above the reporting limit:N A means analyte not applicable to this analysis. �.surro_at: diluted out of rang or coe!utes with another peak:&,)low surrogate due to matrix interfcr nee. h1 lighter;han water imm.iseibie shccn,product is present: i)liquid sample that contains zrcatcr than-1 vol.° ;edimcrt;p reporting;imit raised due to high organic content:matrix inw,-LrencZ: k)reporting limit near,but not identical to our standard reporting limmt due to variable Encorc:ample weight: m)reporting limit raised due to insufficient sample amount:n)result;arc reported on a dry weight basis:p)sec attached narrative. n DHS EL.aP Certification N° 1644 Angela Rvdelius,Lab Mana',er 1. .�Willow ra;s Riad.Pittsburg.CA 94565-l'nl =: ylcCampbell Analytical, Inc: W'.zb:vrww mccampbcll.:otn E-trail:inamarnecampbcll.com "When Oualt;v Counts" _T:leohon.::3'm-752-9262 Far: Purcell Rhodes&associates Client Project ID: 7373-01:CCR Date Sampled: 1113,0' Hangars Date Received: 12:14/07 1041 Hook Ave. Client Contact: Joseph Ambrosino Date Extracted: 1114,07 Pleasant Hill.CA 94533 Client P.O: Date Analyzed: 1?1 5i07 Volatile Organics by P&T and GCINI§(Basic Target List)* Ec:ractionMethod: SW503013 AnalvrrcalMethod: SW'3'6013 W'orkOrder: 0-1249'_ Lab ID 0712493-005.A Client ID OS-5 Matrix Soil R.:pontn; Rtpontn^ Cotnoound Concentration* DF „n„ Comoound Concentration * DF Acetone tiD 1.0 D.03 Acrolcin(Pre enal) vD 1.0 i 0.05 Acrylonitrile ND 1 0 0.03 tent-A.rivl mcthvl ether(TAME) ND 1 0 0.005 Benzene NQ 1.0 0.00 Bromobcnzene ND 1.0 0.00: Bromochloromethane ND 1.0 0.005 Brom4chloromethane ND 1.0 0.005 Bromofor n ND 1.0 0.005 Bromomcthane ' ND 1.0 0.005 3-ButanoncIMEK) ND 1.0 0.03 t-Butvi'alcohol rTBA I ND i.0 0.05 n-Butyl benzene ND 1.0 0 005 sec-Butyl benzene ND 1.0 0.003 tert-Butv1 benzene ND 1.0 0.005 Carbon Disulfide ND I.0 0 005 Carbon Tetrachloride 19'J) 1 D 0 005 Chlorobcnzcnc ND 1.0 0.005 Chloroethane ND 1.0 0 005 Chlorocthvl Vinvl Ether D 1.0 0.01 Chloroform ND 1.0 0.005 Chloromethane ND 1.0 0.005 Chlorotoluene ND 1.0 0.005 t-Chlorotofucnc yD 1.0 0.005 Dibromochloromethane N. 1.0 0 005 1 3-Dihromo-3-chloro ro ane ND 1.0 0.005 i 3-Di romoethanc EDS) \D 1.0 0.005 Dibronom=thane ND 1.0 0.003 1.2-Dichlorobenzene tiD 1.0 0.005 1.3-Dichlorobenzene ND 1.0 0.003 L-1-Dich(orobcnzcnc ND 1.0 0.005 DichIoroditluoronethane ND 1.0 0.005 1.1-DichIorocthane VD 1 0 0.003 1.2-Dxhloroethane t I '-DC.A) ND 1.0 0.005 I.I-Dichloroethene ND 1.0 0.005 cis-1.?-Dichloroethene ND 1.0 0.003 trans-I 2-Dichloroethcnc ND 1 0 0.005 I.?-Dichloro ronaric ND 1 0 0.005 1 3-Dichlorooro ane ND 1.0 0.003 2.3-Dichloro rn ane ND I.0 0.005 i 1-Dichloro ro ene ND 1.0 0.005 cis-1.3-Dichloro roncne ND 1.0 0.005 trans-I 3-Dichloro ro ene ND 1.0 0.005 Diiso ro vl ether(RIPE) ND 1 0 0.003 Ethvibcnzene ND 1.0 0.005 Ethvl tcrt-butvl ether lETBE1 ND 1.0 0.005 Frcon 113 ND 1 0 0.1 Hexachlorobutadicne ND !.0 0 005 Hexachloroethane ND i 0 0.005 ''-Heranonc ND 1.0 0.003 !so ro vibenzcne .IID 1.0 0.005 a-Iso ro vl tolucnc ND 1.0 0.005 Mcthvl-t-butvl ether(MTBE) ND 1.0 0.005 %,let`tvlcne chloride ND ).0 0.005 4-Niethvl entanonc MIRK) ND 1.0 0.005 Na hthalcne ND 1.0 0 005 Nitrobenzene ND 1.0 0.1 n-Pro vl benzer.0 ND 1.0 0.003 Stvrene ND 1.0 0.005 1.1.1;3-T:tr3chloroethane ND 1.0 0.005 1.1.2,2 TVrachloroethanc ND 1.0 0.005 Tctrachloroethenc ND 1 0 0.005 Toluene ND I.0 0.005 1.2.3-TrichJorobenzerC ND 1.0 0.005 1.3 4-TrichIorobenzene ND I.0 0.005 1.1.1-Trichloroethane `D 1.0 0.003 l 1.3-Trichloroethane ND 1.0 0.005 Trichloroethene ND 1.0 0.005 Trichlorofluoromethane N 1.0 0.005 i '_.3'Trichloro ro ane 4D 1.0 0.005 1 3 4-Trimethvlben7cne N 1.0 0 003 1.3.3-Trimethvlbenzene ND 10 0.005 Vinvl n n 0 n n Surrogate Recoveries 0.1 °•'SS 1: 109 NSS3: 100 Comments: water and vapor samples are reported in ug L.soil:sludgc.'solid samples in mg'kg.producCoil'non-aqueous liquid samples and all TCLP&SPLP extracts are reported in mg.L. wipe samples in u,.:wipe. ND means not detected above the rcportin,limit:N..A mean,analyte not applicable to this analysis. 7 surrogate diluted out of range or coclutcs with another peak:&i low surrogate due to matrix mterferenec. It)lighter than tvatcr immiscible shcen.produet is present:i)liquid sample that contains greater than -1 Lol.'N srdimcnt:;)rcportin;limit raised duc to high organic content.'matrix interference:k1 reporting limit near.but not identical to our standard reporting limit due to variable Encorc sample weight: mI reporting limit raised due to insufficient sample amount:n)results are reported on a dry wcight basis:o)sec attached narrative. DHS EL.V Cenificarion No 16,44 Angela Rydztitts. Lab Ltanager .' Inc. 5 1 Wil)ow Pa;s Read.Pi::sbur-,.CA 9-4565-1°01 VlcCamplbeli Analytical" WC6:-v,-I-V mccampbell.com E-mail:ma n,4rnccampbcll.com "When oualiry Coun:s" Tele hone:3- -9262 173x:,)'-:-2:2-926q QC SUNINIARY REPORT FOR S-'vi5520E/F W.O. Sample Matrix: Soil OC Matrix: Soil WorkOrder: 071.2492 EPA Method SM5520E/F Extraction SM5520E/F BatchlD: 32517 Spiked Sample ID: 0712382-001A Analyte Sample Spiked MS MSC MS-MSC LCS LCSD LCS-LCSD . Acceptance Criteria(%) mg/Kg mg/Kg %Rei. %Rec. %RPD % Rec. %Rec. %PPD MS/MSD RPD LCS/LCSD RPD POG ND 1000 979' 0 110 100 9.5' 1 70- 13D 30 70 - 130 30 all target compounds in the Method Blank of this extraction batch were ND Icss than the method RL with the following xceptions: 'ONE BATCH 32517 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0-1:19'-001:\ 1'.13 0"'9100 '`N1 12. la 07 12 i3 0- -) Pel t)-1'-192-002.A 12.13 V 9:40.ANI 12.11.0' 12 18.07 2:32 Pel 071319'-003.A I'.1107 10:30 AM 12 14 07 1'_,13.0'. ':3' I'M t} 1'_19'_-OUtA 1'.13:0- !;:fO:�N[ ',_.11:0' 13.13 0- 2:42 PVI 07,(2492-005A 12:13,0' 12':10 PN1 12.14:07 12:IS•0' 2:47 P�[ MS=Matrix Spike:MSD=Matrix Spike Duplicate:LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation. Recovery= 100'(NIS-Sample)f;Amount Spiked);RPD=100'(NtS- MSD):((MS-MSD) 2). MS i MSD spike recoveries and!or%RPO may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked.or b)the spiked sample's matrix interferes with the spike recovery. NIA=not enough sample to perform natnx spike and matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for water matrix or sample diluted due to high matrix or analyte content. DHS EDLP Cerrificadon N' 1644 --k— Q.k'QC Officer McCam bell AnaNtica! Inc. 15;4 WillowPa;;Roa�.Piusburg.CA 945 65-1-01 Z W:eb:-w.mccampbell.:om E-mail:main!:rmccampb8.com . "When Ouality Counts" Tzlcoltonc!K'"-_-'_-9'G'_ Fax:9'_-252.9'_69 QC SUyVvLNRY REPORT FOR SW8260B V'V.O.Sample Matrix: Soil OC Matrix: Soil WorkOrder: 0712492 EPA Method SW8260B Extraction 5W5030B BatchlD: 32529 Spiked Sample ID: 0712402-002A Analyte Sample Spiked MS MSC MS-MSC LCS LCSD LCS-LCSD Acceptance Criteria(°%) mg/Kg mg/Kg %Rec. % Rec. %RPD % Rec. %Rec. %RPD MS/MSD RPD LCS/LCSD RPD ter:-amvt methvt ether(TAME) ND 0.050 102 98 4.17 98.2 102 3.92 70- 130 30 70- 130 30 Benzene ND 0.050 1 112 110 1.59 116 120 1 3.5' 70- 130 30 70- 130 30 t-Butyl alcohol(TB.-\) ND 0.25 80 30.3 0.293 76 ".3 1.69 70- 130 30 70- 130. 30 Chlorobcnzene ND 0.050 123 125 1.43 123 114 0.426 70- 130 30 70- 130 30 1,2-Dibromocihane(EDB) ND 0.050 - 115 1 110 5.14 109 112 3.43 70- 130 30 70- t30 30 1.2-Dichlorocthanc(1.2-DCA) ND 0.050 94.6 91.3 3.58 86.3 93.2 7.03 70- 130 30 70- 130 30 1,17Dichiorocthere ND 0.050 109 103 5.63 t 12 1(3 5.54 70- 130 30 70 - 130 30 Diisopropy!ether(D(PE) ND 0.050 103 49.7 3.10 103 105 '_.13 70 - 130 30 70 - 130 30 Ethvl icri-butyl ether(ETBE) ND 0.050 97.6 91.7 6.13 92.7 9-7.7 5.24 70 - 130 30 70 - 130 30 VlNl ethvl-t-butyl ether ND 0.050 99.1 39.7 9.97 90.1 46.0 6.33 70 • !30 30 70 130 30 Toluene ND 0.050 107 108 0.822 103 105 2.21 70- 130 3.0 70- 130 30 Trichloroethene ND 0.050 100 96.9 3.54 99.4 104 4.39 70- 130 30 70 - 130 30 %SS1: 107 0.050 95 87 8.11 89 93 4.49 70- 130 30 70- 130 30 '%SS': 103 0.050 39 88 1.77 79 3i 2.01 10 - 130 30 70 - 130 1 30 %SS3: 105 0.050 85 84 0.9-6 S- 37 0 70- 130 30 70 - 130 30 All target compounds in the Method Blank of this--mraction batch were ND las than the method RL with the following exceptions: NONE BATCH 32529 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0-12441-001A i2 13.'07 9:01) AM 12.1- 07 1115 07 2:50 PM 0:'1249:-002: 12.:3 07 9:40 ANI 11.1-4.01 12:15 0-4:19 PM 0%12492-003A i2.13.07 10:30 A1.1 12.14.0' 12 15 0" 3:35 P-NI 0'12492-004A 12 13 0' 1 1:10 AM 12.14 0' 12 15 07 11:46:-NI 07 1 249 2-005.4 12. 13.0'• 12:1D P 7 12,1410- 12.15:07 5:04 PIA MS=Matrix Spike:MSC=Matrix Spike Duplicate:LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate:RPD=Relative Percent Deviation Recovery= 100'(MS-Sample)I(Amount Spiked):RPD=100'(NIS- MSD):;((MS-MSD) 2). MS/MSD spike recoveries and'or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a):he;ample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked.or b)Ole spiked sample's matrix irterferes with the spike recover/. N/A=not enough sample to perform matrix spike and matrix spike duplicate. NR=analyte concentration in sample exceeds spike amount for soil matrix or exceeds 2x spike amount for•-,va:er matrix or sample diluted due:o high matrix or analyte content. DHS ELAP Certification N' 1644 QA;'QC Otncer l ! f l 1 1 1 (Oc09/OTQ9/8'OOZ 1 L'OOZ)Pca I I j i i I ! L 00 (OZ09 10 109/8'OOZ/L'OOZ)slctaW S l ial I I I I I I I I I I V h>( Ll (OZO9/OIO9/8'O0Z/L'OOZ)sIMQ W LI W VJ C-4 J 'v (sV!.id/sHUd)OI£8/W[s OLZ8 Vd3 (sJOAS)OLZs/5Z9/Z'SZS Vd3 f lI (sJOA)09ZS/4Z9I Z'4ZS Vd3 U (samam-H!J a!P!3V)[SIS/SIS tld3 O a v (-PPP-d dN)11,19 /LOS Vd3 i Ial I I i i i I I 1 i t � ssaQaSuo JsJo Dostl::C'INO s.$Jd Z608/609 tld3 I C �J F" (-P!a!=sad IJ)1809/809 IS05 Vd3 (TZO8/ZD9 tld3):Z INO X3.L$/3S.I.W y (sJOAH)[COSI O[OS!IO9/Z'ZOS V'd3 (I-S[4)suoglczojp.CH mnalo-ltad IEto.L Z=z _ (38$/3 Ong/4991)osnj7 F P.O mnaloi]ad[ctol i I I !. I I �i (S IOS)lasa!Q SE Hd1 !(3T08 +IZOB!Z09)sEJ sc Hd1 T X31$ i s 1 1 1 1 .1agjo I I I 1 ! I + I foNx w 10H aopn(stn - ! I s I o V I ¢ v I I I G os f ;~ 'o slauT>;}uo- . � ¢ �� � � -I � I 41 - �•i ISI � � � I �� ! I I - �.:, _ _ tn ny = � 1 ¢ ti \\ aQ � z z _ ^ � LS ' If �ji Z r.4 u 1 cc 1' �I I 1,4 � ( � I I I —'f'" �� I m r r N N CL _ d OL. 7 I- J U v m 2c Q A ° ca _ CL 0 occ Mn cc CD CD _ m m U W y ❑ � o W F- 7 Q U 5903 ch CD W a m NCos a >Q U d O c = N x Eu 0 y H- 0 it- o 12 °' C O co r Q N ¢ a ¢ Q a v °S 4 z Q Q Q Q 4ul m El � r y C.7 _ ❑❑❑❑❑ N N LO N t4 O _O O O N O V O r N @ Ul O r X Q c 0 0 0 ty aD LL Cco C'7 C7 c`i N S N x a � p � 0 0 0 0 0 C CY) N cn cn cn n �nr N rJ . 3t m O � N Z N � d J O W d 4 m is :.; In r Q ca N a H 0 00 0 O a V cn � a U m 2 N Cl) Y O N 7 <C = a .Q C ry " - 0 d U y E C-1 Ul ¢ L Y'S N - L1 = N 0 0 0 0 00 0 N V I 0 OD- L_ CL -It CD m cr fn O O O O O F' �j- 1:34 Willow Pass Road.Pittsburg-CA94:65-1'01 McCampbelI 4nalvtical, Inc. nC. Web: iv.mccampball.com E-mail:mam-icmccampbcll.com "Ilk "When On7hIV COunr.+' Tale tune:S-7-232-9262 Fac;9'S-':'-9269 Sample Receipt Checklist Client Name: Purcell Rhodes & Associates Date and Tirne Received: 12114/07 6:18:59 PM Project Name: #7372-01; CCR Hangars Checklist completed and reviewed by: Tisa Venegas WorkOrder N': 0712492 Matrix Soil Carrier: Client Droo-ln Chain of Custody(COC) Information Chain of custody present? Yes No❑ Chain of custody signed when relinquished and received? Yes 0 No ❑ Chain of custody agrees with sample labels? Yes No ❑ Sample IDs noted by Client on COC? Yes R No ❑ Date and Time of collection noted by Client on COC? Yes RI No ❑ Sampiers name noted on COC? Yes 0 No ❑ Sample Receipt Information Custody seals intact on shipping containerlcooier? Yes ❑ No❑ CVA Shipping container/cooler in good condition? Yes ❑ No ❑ Samples in proper containers bottles? Yes No ❑ Sample containers intact? Yes No ❑ Sufficient sample volume for indicated test? Yes 0 No❑ Sample Preservation and Hold Time fHT) Information All samples received within holding time? Yes Q No ❑ Container/Temp Blank temperature Cooler Temp: NA Water-VOA vials have zero headspace i no bubbles? Yes' ❑ No ❑ No VOA vials submitted Sample labels checked for correct preservation? Yes Q No ❑ TTLC Meta(-pH acceptable upon receipt(pH<2)? Yes ❑ No ❑ NA RI --------------------------------------------- ---------------------------------------------- Client contacted: Date contacted: Contacted by: Comments: No. 03-360/7372-01 March 6, 2008 Page 21 Appendix E Laboratory Test Results and COC Documentation Organochlorine Pesticides, Arsenic & Lead Purcell., Rhoades Associates 1534 Willow Pus kasd,Pifaburg,CA 9-1565-1701 �C -McCampbell Analytical, Inc. Web:vww.mccaapbelLcnm E-m°L=in®moumpbcllcop, When Quality Cawrte Telcphoan:877-252.9262 Fax:925-257-9169 Purcell Rhodcs&Associates Client Projea ID: ; 7372-01;CCR Date Samplcd: 12,'07/07 Hangars Date Received: 12/07/07 1041 Hook Ave Client Contact Joseph Ambrosin Date Extracted: 12/07/07 Pleasant Bill,CA 94523 Client P.O.: Date Analyzed: 12/08/07 Organochlorine Pesticides by GC-ECD(8080 Basic Target List)* uoactionblethod: SW3530C AnslyticalMethod:SWb081B Wolk Wer 0712214 ' Lab ID 0712214-OOIA 0712214-002A 0712214-003A 0712214-004A Reporting Limit for Client 1D S11-a S21d S31-4 ! S41-4 Dr-1 Matrix S i S S S 5 `y 1 DF 20 10 5 10 Con2nound Concentration Aldrin ND<0.020 ND<0.010 ND<0:0050 h'D<0.010 0.001 NA a-BHC ND<0.020 ND<0.010 ND<0.0050 ! ND<0.010 0.001 I NA o-BHC ND<0.020. ND<0 010 1 ND<0.0050 ND<0.010 0.001 I NA d-BHC ND-d'0.020 ND<0.010 •1M1X0.0050 NDQ.010 0.001 NA -BHC ND<0.020 ND<0.010 N'D<0.0050 N'D<0.010 0.001 NA Chlordane`Technics;' ND<0.50 ND<0z5 ND<0.12 ! ND<0.25 0.025 l NA a-Chlordane NTD<0.020 MD<0-010 NIX0.0050 ! ;vD<0.010 0.001 NA Chlordane ND<0.020 ND<0.010 .0050 NrD<0.010 0.001 _ NA D. -DDD \'D<0-020 ND<0.010 ND<0.0050 ! ND<0.010 0.001 i M-% p,p-DDF- ND<0A20 ND@-010 :v'D<0.0050 ND<0.010 0.001 NA p.p-DDT ND<0.020 ND<0.010 ':v-Dc0.0050 1 NDeO.010 0.001 NZ Dieldrin ND<0.020 ND<0.016 \, D<0.0050 ND0.010 0.001 NA Endosulfar,I N'D<0.020 ND<0.010 ND<0.0650 ND<0.010 0.001 ! NA Endosulfan 11 NDc0.020 ND<0.010 ND<0.0050 ND<0.010 0.001 NA Endosulfan sulfate ND<0.020 ND<0.010 ND0.0050 ND<0.010 0.001 NA i Endrin ND<0-020 ND<0.010 ND<0.0050 ND<0.010 0.001 NA Endrin aldch de ND<0:020 ND<0.01 a ND<0.0050 ND<0.010 0.001 NA ii rachlor ND<0.020 NDc0.010 VD<0.0050 ND<0.010 0.00.1 NA Fe tacblor o.:ade ND<0.020 i N6<0.010 ND<0.0050 14,13✓<0.010 0.001 NA Hcxachlorobcn=e ND<0.20 ! ND<0.10 NM50 ND<0.10 0.01 NA cicxachloroc to entadiene \1De0.40 i \11X0.20 ! ND<0.10 ND<0.20 0.02 NR Metho hlor ND<0.020 i ND<D.010 1vD<0.0050 ND<0.010 0.001 NA Tox3 hcnc ND<1.0 ND<0.50 ND<0.25 ND<0.50 0.0S I NA Sure ate Recoveries 91 ! $9 1 103 97 Comments j 1 ! J I J water samples inµp11..,soillsludgdsolid samples in mg/kg,wipe samples inµglwipe,filter samples in gg/61ter,producrloilinon-aqueous.liquid samples and all TCIP&SPLP ex¢'acts arcrcpartud in mg/L ND means not detected above the reporting limit;N/A means analyte not applicable to this analysis. R surrog to dilurcd out of range or surrogate coclutcs with snotherpearJsample contains surrogate. (h)a lighter than water immiscible sheen/product is present;(i)liquid sample that contains�:-1 vol-%sedimeP.t;0)sample diluted due to high organic content;(1Q p p.-i8 the saint as-1 4:: (1)florist(EPA 3620)cleanup;(m)silica-gel(EPA 3630)cleanup;(n)elemental sulfur(FPA 3560)cleanup:(o) . sulfuric acid 7erm-an ate EPA 3665)cleanup: r)results are reportcd on s dry weight basis; see attached narradve. DHS FLAP Certification No 1644 Angela Rydelius,Lab Manager - ------ - 1534 Willner pass Road,Pimb=g,CA 94565-1701- McCaffipbell AnalyfdeaI, In Wds:ww a=cunpbau.com :.wail•main =campbeltcwn 'When Quality Couna' Telephone;877-252-9262 Fax 925-25Z-9269 Purcell Rhodes&Associates Client Project ID: #7372-01;CCR Date Sampled: 12/07/07 Hangars Date Received: 12/07/07 1041 Hook Ave Client Contact: Joseph Ambrosino Date Extracted: 12/07/07 Pleasant Hill,CA 94523 Client P.O.: . Daze Analyzed: 12/08/07 Organochlorine Pesticides by GC-ECD(8080 Basic Target List)* F.sQaction1F.c[hod: SW3550C Analytical Ylcthod:SW808113 Work Order. 0712214 Lab ID 0712214-005A 0712214 006A 0712214-007A Reporting Limit for Client ID S51-4 561-4 i 571-4 DF-1 1 i I Matrix S ! S 5 S I W DF l j 200 100 Com and Concentration mg/kg I µg/L i Aldrin ND - NDc0.20 I ND<0.10 0.001 NA a-BHC ND ND<0.20 ND<0.10 0.001 NA 'O-BHC ND ND<020 ND<0.10 0.001 NA t d-BHC ND ND<0.20 i ND<0.10 0.001 P1A ff-BHC ND ND<0.20 ND<0.10 0.001 NA Ce:ordane(Technical) WD ND<5.0 ND--23 0.025 NA a-Chlordane ND i ND<0.20 ND<0.10 0.001 NA e-Chlordane ND ND<0.20 ND<0.10 ! 0.001 NA ! -DDD ND ND<0.20 ND<0.10 0.001 NA DDE ND "-J3)<0.20 ND<0.10 0.001 i VA i -DDT ND ND<0.20 ND<0-10 0-001 NA Dieldrin ,ID ND<0.20 ND<0.10 0.001 NA Endosulfan 1 VD ND<0.20 ND<0.10 6.001 NA Endosulfan IT 1N-D ND<0.20 ND<0.10 0.001 NA Endosulfan sulfate ND ND<0.20 ! ND<0.10 0.001 NA ! Errdra ND - NDc0.20 = ND<0.10 0.001 NA endrin aldehyde ND ! ND<0.20 1 ND<0.10 0.001 NA tachlor ND tMX020 ND<0.10 ! 0.001 NA Roptachlor epoxide VD - ND<0.20 ND<0.10 0.001 NA i Hexachlorobenzene ND ND<2.0 I NDc1_0 0.01 NA Hexachloro 1 entadiene ND ND<4.0 ND<2.0 0.02 ! 1A _ Mcthox chlor ND ND<0.20ND=0.10 0.001 NA Tota hone ND i - ND<10 - ND<5.0 0.05 i NA I Sarro to Recoveries S: 113 101 I 103 Comments j a water samples inµg/C.,soWsludgdsolid samples in mg(kg,wipe samples in 4g/wipe,filter samples in 1rg/fflter,produu/oil/non-aqueous liquid satnpics and all TCLP&SPL.P extracts arc rapottad in mg/L, ND means not detected above the reporting limit;N/A[Weans analyte not applicable to this analysis. #surrogate diluted out of range or surrogate coelutes with anotherpeak/sample contains surrogate. 1(h)a lighter than urate immiscible sheeniproduct is present;(i)liquid sample that contains>-I vol.%sediment:0)sample diluted due to high organic content;(k)p.p,-is the same as a,a, (1)borisii(EPA 3620)cleanup;(m)sihca-gel(EPA 3630)cleanup:(n)elemental sulfur(EPA 3660)cleanup:(o) sulfuric acid perrnanganate A 3665)cleanup; r results aro r. oned an a dry Wright basis;( )see attached narrative. 4 DHS FLAP Ccrdflcarion NO 1644 4, Angela Rydelius,Lab Manager O� 1V1cCa -pbell Analytical Inc. 1434 urdlow Pass conn Piogbt*g CA 44565.1701 Web:www.mtcaupbcll.com r conih main@mcca�6en.com "wban Q„L;ty Counts" Telcphonc;M-252-9262 Pax:925-252-9269 Purcell Rhodes&Associates Client Project D: #r7372-0l-)CCP- Date Sarnpled: 12/07i07 Hangars 104: Hook ave Date Received: 12/07/07 Client Contact: Joseph Ambrosino Dsre Extracted: 12/10/07 Pleasant)fill,CA 94523 Client P.O.: Date Analyzed: 12/10i07 -Met21S 6cnaccon method: SW30508 Anelyvcal roedtodi: SW6010C Work Ordcr: 0712214 Cab ID Client ID on Type Arsenic Lead I 1 OQIAS11A I S i TOTAL ND 13 1 j 102 ' l i , 002A S21-4 S TOTAL ND 27 1 98 003A I S31-4 l S. TOTAL ND 11 1 ' 99 ; 004A i 541-4 S TOTAL ND 7.5 1 100 i OOSA S51-4 I S TOTAL 5.2 14 l 99 006A I S61-4 S TOTAL ND 1S 1 I 97 { 007A S71.4 ; S TOTAL. NO { 12 1 97 i . i I I 1 Reporting Limit for DF—1; W TOTAL I NA SIA NA ND means not dctocted at or above the reporting limit S TOTAL I 5.4 5.0 mg(Kg *water samples are reported in ggll.,produWoil/non-aqueous liquid samples and all TCL?/STLC/DISTI.0/SPLP extracts are reported in mg/L,Soillsludgdsolid samples in mglkg,wipe samples;n gglwipe,filter samples in pg/filter. c 4 means surrogate diluted out of range;ND means not detected above ncc reporting Limit;`/A means not applicable to this sample or instrument. TOTAL=acid digestiorL WET=Waste):,Knaction Test(STLC). DI WET—Waste Extraction Test rising de-ionized water. i)aqueous sample containing greater than--1 vol.%sediment;for DISSOLVED metals,this sample has Deen preserved prior to Maranon;for TOTAL metals,a representative sediment-%rater mixrurc-as digrsted;j)reporting limit raised due to insufficient sample amount;k)M orting limit raised due to matrix in(erference; m)cs:imated value due to low/high swrro atc recovery,caused b maCrix inrcrkrcnce;n results are re erted on a d wei ght basis;p i see attached narrative. DRS EL.AP Certification N' 1644 Angela Rydebus,Lab Manager burL 1yMcCamRbell Analytical Inc. 1534 Willow Pers Road,PiitCA 94565--1701 TLVeb:vnyw.mccampbell.cem E-mail:viL aai°QmccceamphdLcom 'When hen QualityCoun3 Teiephoue:977-252-9262 Fax:925-252-9269 QC SUMMARY REPORT FOR SW8081 B W.O.Sample Matrix Soil OC Matrix: Soil WorkOrder.0712214 EPAMethod: SW80818 Extraction: SW3550C BatchfD:32324 Spiked Sample ID: 0711717-001A Analyte Sample Spiked MS MSD IMS-MSD LCS I LCSD ILCS.LCSD Acceptance Criteria{%) mg/kg mg/kg %Rec. %Rec %RPD °k Rec °k Rec.I %RPD MS/MSD RPD LCS/LCSD I RPD Aldrin ND<0.0020 0.010 108 i 112 3.95 120 122 i 1.97 70-130 1 30 70-130 30 g-214C ND<0.0020 0.010 63.7 i 98.8 5.91 91.4 92.1 ' 0.831 70-130 30 -70-130 1 30 p,p-DDT ND<0.0020 0.025 72 1 74.8 I 3.32 76.8 I 79.3 3.23 70-130 i 30 i 70-130 30 Dieldrin ND<0,0020 .0.025 97.9 101 j 2.70 105 107 2.06 70-130 30 70-131) 30 Endrin ti'D<0.0020 0.025 94.1 ! 97.3 1 3.30 101 1 145 I 3.96 70-130 ; 30 70-130 30 Hcpmchlor ND<0.0020 0.010 78.3 82.5 1 5.21 81.6 82.9 1.S5 70-130 30 70-130 30 %SS: 86 0.050 93 95 1 2.22 106 108 I 1.77 70-130 30 1 70-130 + 30 All target compounds in the Method Blank of this extraction batch were ND less than the method RL with the following exceptions: NONE BATCH 32324 SUMMARY Sample ID Date Sampled Date Extracted Date Analyzed Sample ID Date Sampled Date Eximcted. Data Analyzed 0712214-0D 1 A 12/07/07 1:00 PM 12!07/07 I2/DS/07 4:56 AMI 0712214-002/) 12/07/07 1:12 P.M 12/07/07 12108/07 5 52 ANI 0712214-002A 12/07/07 1:24 PM 12/07/07 1208107 6:49 AM i 0712214-004A 12/07/07 1:36 PM 12/07/07 12/08107 7:44 AM 0712214-OOSA 12107;07 1:48 F-M I2107107 12/08/07 8:40,04 10712214-006A 12/07/07 2:00 7M 12/07/07 12/08/07 10:32 AM i 0712214-007A 12/07/07 2:12 PM 12/07/07 12/08/071):28 AM MS=Matrix Spike;MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample:LCSD=Laboratory Control Sample Duplicate.RPD=Relative Percent Deviation. %Recovery=100'(MSSample)1(Amount Spiked):RPD=100'(MS- MSD)/((MS+MSD)/2). MS/MSD spike recoveries and/or%RPD may fall outside of laboratory acceptance criteria due to one or more of the following reasons:a)the sample is inhomogenous AND contains significant concentrations of analyte relative to the amount spiked,or b)the spiced sample's malitx Interferes wlln the spike recovery. NIA=not enough sample to perform matrix spike and matrix spike duplimta. NR=analyte eonrentraliart in sample exceeds solke amount for soil matrix or exceeds 2x soike amount for water matrix or sample diluted due to high matrix or analyte content- DHS ELAP Celtiacation No 1644 QA/QC Officcr sbur& ® McCarnpbell Analytical Inc. Iv3wm=owPaIl.oamRoad,Pitt=a: a 94565-1701 � :r1eo:ww'tvmcca�bcll.00m !:,coal:mam�campbelLcoa 'fin Qwl;n,Coy nus Telephone;677-25Z-9262 Fa=925-252-9269 QC SUMMARY REPORT FOR SW6010C W o.Sample Matrix: Soil QC Matrix: Soil/Soil WorkOrder. 0792214 EPA Method: SW6010C Extraction:SW3050B BatchlD:32364 Spiked Sample ID: 0712205-001A Analyte Sampie Spiked MS j MSD MS-MSD Spiked I LCS LCSD LCS-LCSD Acceptance Criteria(°�) mg/Kg mg/Kg j%Rec. %Rea %RPD mg/Kg %Ret %Ree I %RPD MS/MSD RPD LCSILCSD I RPD Arsenic ND 50 98.9 99-2 0.25-2 10 98.7 i 91.4 I 7.73 75-125 20 80-120 20 Lead ND 50 101 98.7 i 2.40 10 106 925 14.0 75-125 20 90-120 ' 20 %SS: 94 250 98i 98 0 250 96 I 97 0.975 70-13 20 70-130 20 All target compound;is the Method Blank of this extraction batch were ND Icss than the method RL with[he following exeopdons: NONE BATCH 32364 SUMMARY Sample ID Date Sampled Data Extracted Date Analyzed Sample ID Date Sampled Date Extracted Date Analyzed 0712214-DO 1 A 12/07/07 1.00 PM 12/10/07 12/10/07 8:07 PM 07112214=4102A 12/07/07 1:12 PM 12110107 12/10/07 8:10 PM 07122(4-003A 17/07/07 1:24 PM 12/10/07 12/10/07 8:13 PM 0712214-004A 171071071:36 PM 12/10/07 12/10/07 8:16 PM l 0712214-005A 12/07/07 1:48 PM 12/10/07 1110107 8:19 PM , 0712214-006A 12/07/07 2:00 PM 12/10/07 12/10/07 8:22 PM 0712214-007.4 12/07/07 2:12 PM 12/10/07 12/10/07 9:25 PVI MS=Matrix Spike:MSD=Matrix Spike Duplicate;LCS=Laboratory Control Sample:LCSD Laboratory Contral Sample Duplicate;RPD=Relative Percent Deviation. %Recovery=100'(MS-Sample)/(Amount Spiked):RPD=100-(NIS-F4SD)/((MS-MSD)12). MS/MSD spike recaverles and/or%RPD may fall outside of laboratory acceptance criteria due to one or mare of the following reasons:a)the sample is inhomogenous AND contains sigmrcant concentrations of analyte relative to the amount spiked,or b)Ow-spiked sample's maVlxlnterferes With the spike recovery. N/A=not applicable to MIS method. NR=analyte concentration in sample exceeds spike amount for soll matrix or exceeds 2x splite amount for water matrix or sample diluted due to high matrix or an" c ntent. 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IJaglQ � > 1 'TDAJalpo aDpnIS • N Y3d N 1 I II^`'�, f oS I t I 1 I >t •I � M i;� ,� ❑ — I I I e� s:auliq oD ad.+j I ^.1 4� .z `^' I:I�Zi I ate'•` I t I I I I I 1 I I ! s.lauieauoj tj r4 Ll i 04r-J i �` y, j f °' •�'01 _ � �" !Iil—; NNIN �.( � �j � I ((�j Ij� = n` � W� C V`/ ,' • I^� ` y ,I j\.n � - No. 03-360/7372-01 March 6, 2008 Page 22 Appendix F Asbestos and Lead Survey @ Buchanan Field, Concord, CA Environmental Resource Group, dated December 17, 2007 Purcell,Rhoades 8r.;associates Environmental Resource Group . 1038 Redwood Hwy.,Suite 1 Mill Valley,CA 94941 Phone:(415)381-6574 Fax: (415)381-6320 www.envirorimentairg.com December 17`h, 2007 Mr. Joe Ambrosino Purcell Rhodes and Associates 1041 Hook Ave. Pleasant Hill, CA 94523 Subject: Asbestos and Lead Survey C Buchanan Field,Concord, CA Dear Mr. Ambrosino, At your request, Environmental Resource Group, Inc. (ERG) provided the services of a Certified Asbestos Consultant (CAC) and DHS Certified Lead Inspector/Assessor, at the Buchanan Field Air—port. Property in Concord, CA. The services. included the identification of suspected asbestos containing materials, sampling of those suspect materials, sampling of surface coatings or materials per architectural component, delivery of the samples to a laboratory for proper analysis, travel and a written report with findings. Three structures were surveyed. Conditions ERG conducted a lead and asbestos survey for the structures as follows: Mount Diablo Pilots Association. — 220 Buchanan Field Drive, Concord Pilots Association — 226 Buchanan Field Drive and the Executive Hander - no physical address. It is understood that the survey was conducted to determine the presents of asbestos containing building materials and lead surface coatings or materials. ERG arrived on site on November 14, 2007 to perform the survey. ERG then collected samples accordingly. ERG conducted a pre-demolition survey of the buildings. There are three structures at the site. Building (l) — 220 Buchanan Field Drive is approximately 1000 square feet. Building (2) — 226 Buchanan Field Drive is 1. approximately 2500 square feet. Building (3) — Executive Hanger is approximately 8000 square feet. Asbestos Sampling The samples were collected using decontaminated tools and given unique sample numbers. The samples were sent to Asbestos TEM Laboratories, Inc. (ATL) in Berkeley, CA for analysis. ATL broke the samples into their structural matrix and analyzed the samples for asbestos fiber content using the EPA method Polarized Light Microscopy (PLM). The results are reported in percent of asbestos fibers in the sample analyzed. Zero percent asbestos fibers will result in a 'None Detected' sample. Less than 1% Mr.Joe Ambrosino Concord Field Airport Property December 17`h.2007 asbestos fibers will result in a 'Trace Amount' sample and one sample of that homogenous material will have to by point counted by PLM — Point Count Method to determine the actual percentage of asbestos fibers. All sample results above l% asbestos fibers will result in the materials being an Asbestos Containing Material (ACM). 220 Buchanan Field Drive (14) Samples were collected and sent for analysis. The laboratory broke the samples down into their structural matrix and conducted the analysis in accordance with the set laboratory protocols. (24) Analysis from the laboratory was conducted. The sampling was conducted in a manner sufficient to determine asbestos content and to provide representative results for the homogenous materials in the surveyed area. 226 Buchanan Drive (6) Samples were collected and sent for analysis. The laboratory broke the samples down into their structural matrix and conducted the analysis in accordance with the set laboratory protocols. (6) Analysis from the laboratory was conducted. The sampling was conducted in a manner sufficient to determine asbestos content and to provide representative results for the homogenous materials in the surveyed area of the building. Executive Hanger No Suspected Asbestos Containing .11faterials were Present. Asbestos ]results This section presents the results of the asbestos survey and sampling. Estimated quantities of the ACM are also provided. The asbestos abatement contractors prior to bidding'abatement should confirm these quantities. These estimates should not be used for bidding purposes. Analytical laboratory reports and chain-of-custody records are included in Appendix A. Environmental Resource Group. Inc. Mr.Joe Ambrosin Concord Field Airport Property December 17"',2007 Confirmed — Asbestos-Containing Materials Confirmed ACM identified during the.survey, their location and condition are as follows: 220 Buchanan Field Drive . Upon review of the sample analysis it was determined.that the following materials are positive for asbestos fibers: • Approximately (12) windows or 10 square feet of window glazing compound contain <1% chrysotile asbestos fibers. Remove as greater than 1% asbestos fibers. Condition Good—Non-Friable. Category 11. • Approximately 50 square feet 12" white floor tiles located in the restrooms contains 1-5% chrysotile. asbestos fibers in the beige bottom layer only. All mastics were negative for asbestos fibers. Condition Good — Non-Friable — Category.l. • Approximately 650 square feet of tan floor tile located in the south main room & the office contains 1-5% chrysotile asbestos fibers. The mastic and carpet adhesive were negative for asbestos fibers. Condition Good — Non-Friable- Category 1. • Approximately 145 square feet of beige floor tiles located in the kitchen under the off-white linoleum contains 1-5% chrysotile asbestos fibers. All adhesives were negative for asbestos fibers. Condition Good—Non-Friable—Category I. L • Approximately 65 square feet 9" green floor tiles located in the storage room contains 10-20% chrysotile asbestos fibers in the tiles and 5-10% chrysotile asbestos Fibers in the black mastic. Condition Good—Non-Friable—Category 1. 226 Buchanan Field Drive All sampled materials were negative for asbestos content.. Confirmed — Non Asbestos-Containing Materials Confirmed non-ACM identified during the survey are as follows: 226 Buchanan Field Drive • Drywall Walling System(Sheetrock, Texture) • 12" Floor Tiles and Mastic—Top Layer Only and Mastics • All Carpet Adhesive Environmental Resource Group.Inc. Mr.Joe Ambrosino Concord Field Airport Property December 17'h,'-)007 • All Baseboard Adhesives • Off-White Linoleum—Top Layer Only- Kitchen 220 Buchanan Field Drive • Roofing Material— Located on the Shed • Wall Texture Coating—on wood—Club House • Window Glazing Compound—Club House • Yellow Linoleum—Club House Asbestos Recommendations Prior to renovationldemotition of the building(s), all' asbestos containing building materials listed above that will be disturbed during the renovation/demolition will need to be safely removed by Cal/OSHA certified asbestos workers. The materials are in Good condition. Lead Sampling The samples were collected using decontaminated tools and given a unique sample numbers. The samples sent to Asbestos TEM Laboratories, Inc (ATL) in Berkeley, CA for analysis. ATL analyzed the samples for lead content using Flame Atomic Absorption (Flame AA). The results are reported in percent by weight and part per million (ppm). The detection limit for each sample will vary depending upon the weight of the individual sample provided. 220 Buchanan Field Drive (4) Lead Surface Coatings or Materials (LSCM) samples were collected from the interior .& exterior of the structure. The sampling was .conducted in a manner sufficient to determine lead content and to provide representative results for the materials tested_ 226 Buchanan Field Drive (4) Lead Surface Coatings or Materials (LSCM) samples were collected from the interior & exterior of the- structure. The sampling was conducted in a manner sufficient to determine lead content and to provide representative results for the materials tested. Executive Hanger (3) Lead Surface Coatings or Materials (LSCM) samples were collected from the interior & exterior of the structure. The sampling was conducted in a manner sufficient to determine lead content and to provide representative results for the materials tested. 4 Environmental Resource Group, Inc. Mr.Joe Ambrosin Concord Field Airport Property December 17"', 2007 Lead Results This section provides the results of the LSCM survey. Estimated quantities of the LSCM are not provided. The contractors prior to bidding should confirm all quantities of LSC:vI. Any estimated quantities given should not be used for bidding purposes. Analytical laboratory reports and chain-of-custody records are included in Appendix B. Upon review of the sample analysis it was determined that the following materials are positive for lead equal to or exceeding the CaliOSHA regulatory level of 0.06% lead dry by weight(600 ppm). Confirmed— Lead Surface Coatings or Materials (LSCM) Confirmed LSCM identified during the survey. their location and condition are as follows: 220 Buchanan Field Drive • Red exterior trim paint has a surface coating containing lead above the OSHA regulatory level & the DHS regulatory level a 37,000 ppm. Condition Good. 226 Buchanan Field Drive • Silver paint on the structural steel on the hanger has a surface coating containing lead above the OSHA regulatory level!a 670 ppm. Condition Good. • Off-white paint on the wood for the club house and restroom has a surface coating containing lead above the OSHA regulatory level I.E. 800 ppm. Condition Good_ • Brown paint on the doors and window on the club house and restroom has a surface coating containing lead above the OSHA regulatory level & the DHS regulatory level @ 6,900 ppm. Condition Good. Executive Hanger • Blue exterior paint has a surface coating containing lead above the OSHA regulatory level & the DHS regulatory level g 3,000 ppm. Condition Good • Light Brown interior paint on the structural steel has a surface coating containing lead above the OSHA regulatory level & the DHS regulatory level C° 3,000 ppm. Condition Good. 5 Environmental Resource Group,Inc. Mr.Joe Ambrosino Concord Field Airport Property December 17"'.3007 • White exterior paint has a surface coating containing lead above the OSHA regulatory• level 1.200 ppm. Condition Good. Confirmed — Non — LSCivt Confirmed non-LSCbI identified during the survey are as follows: 220 Buchanan Field Drive • lnterior white paint • Exterior white paint • lnterior white paint on steel beam 226 Buchanan Field Drive • Exterior beige paint on corrugated metal Executive Hanger • .411 samples materials were above the OSH_4 regulalory level Lead Recommendations Upon review of the sample analysis the LSCN1 on the interior architectural components are demonstrated to be above the OSHA regulatory level of 600 ppm. The California — Department of Health Services (CaUDHS) in Title 17 — CCR, and the U.S. Department of Housing and Urban Development (HUD) in 40 CFR Part 745; define a Lead Based Paint (LBP) as a paint or other surface coating that contains an amount of lead equal to in excess of one milligram per square centimeter(1.0 mg%em') or more than half of one percent(0.5%) by weight. The California — Occupational Health and Safety Agency (Cal,'OSHA) describes a surface coating or material that contains lead at concentrations equal to or exceeding 0.06% lead dry weight (600 ppm) demonstrate the presents of lead surface coating or material that constitutes a health hazard to employees engaged in lead related construction work. All work to be conducted relating to the Lead Surface Coatings or Materials will have to comply with the applicable CaL-'OSHA regulations regarding their health and safety. (Please reference Cal/OSHA Construction Safety Orders, Lead Section 1533.1 Title 3 CCR) 6 Environmental Resource Group,Inc. Mr.Joe Ambrosino Concord Field?airport Property December 17'h,-')007 Conclusion Some of the construction materials samples from the structures are classified as asbestos containing materials and lead surface coatings or materials. The over-all condition of the buildings are Good, with only a sma11 amount of physical damage to some of the construction materials. All asbestos containing and lead containing construction materials as listed in the above sections of this report that .will be disturbed during renovationidemolition activities will have to be conducted by a Certified Contractor for asbestos and lead. All analytical results are included with this report for your review. If there are any questions or comments regarding this report please contact our office. Sincerely, Benjamin Wells James M. Rich CAC X99-2541 DHS 7838 APPENDIX A Environmenmi Resource Group,Inc. ASBESTOS TEM LABORATORIES, INC. EPA Method 3050A / 7000 Atomic Absorption Spectroscopy Metals Analysis Report Laboratory Job 4 1095-00032 630 Bancroft Way Berkeley,CA' 94710 (510) 704-8930 FAX(3 10) 704-8. 29 _ accredited by G.S. Dept.of Commerce ASBESTOS TENI LABORATORIES. INC CA DOHS FLAP Nov:'?7.2007 Ben We!ls Environmental Resources Group 1038 Redwood Hwy.,Suite i Mill Valley,CA 94947 RE: LABORATORY JOB 1095-0003' Atomic Absorption Spectroscopy analytical results for 3 solid waste sample(s). Job Site: Executive Hanger Job No.: R.ti107-391 Enclosed please find results for the atomic absorption spectroscopy IAA')metals analysis of one or more solid waste samples. Sample preparation procedures were performed according to EPA Method SW-846 3050A-Acid Digestion df Sediments.Sludges,and Soils. Sample analysis was performed by EPA Method Ste'-846 7420 direct aspiration flame method. Prior to analysis,samples are checked for damage and disrrption of the chain:-of-custody seal. Samples are then logged-in,each given a unique laboratory number,and a hard copy containing all pertinent information is generated.This.and all other relevant paper work are kept with each sample throughout the analytical procedures to assure proper analysis. y A portion of each solid waste sample is weighed such that a sarirpk aliquot weight of 1 to 2 grams is obtained. The weighed sample material is then.placed into a glass beaker,transferred to a fume hood. heated at—95 Deg.C.refluxed with nitric.acid to solubilize the contained metals,and treated with . Hvdrogen Peroxide to oxidize anv organic binder present in the sample material. High purity water is added to make a 50 ml volume for each sample in a volumetric flask.. AA analysis is performed on a microprocessor controlled Perkin Elmer 3100 atomic absorption spectrophotometer,operating in the flame mode. Samples are diluted as needed to allow feading of concentrations in the calibration range. QC analyses are prepared and performed along with each sample batch to ensure accurate analytical determinations. Data is compiled into a standard report format and subjected to a ihomugh�qualiry assurance check before the information is released to the client. dote: Sample results are not corrected for contamination based on the field blank(.$)or other analytical blank(s). Sincerely�lYJours, ]� J Laboratory Manager ASBESTOS TEM LABORATORIES,INC. ---Results for routine quality control samples run in parallel to the samples reported here were within acceptable limits. The§e results relate only to the samples tested and must not be reproduced,except in full,with the approval of the laboratory. --- 630 Bancroft Wav 0 BERKELEY.CA 94710 (5(0)'04-3930 0 f510)701-9429 ti,rs,,c:asbestostemlahs.com Wirh OJf+ces in Reno!7751 359-33' ATOMIC ABSORPTIOti SPECTROSCOPY SOLID WASTE METALS AINALYSIS REPORT EPA 3050A Digestion/ EPA 7420 Analvsis Methods pager i of 1 Contact: Ben Wells Samples Submitted: 3 Report No.: 065955 Date Submitted: Nov-36-07 Address:Environmental Resources Group Samples Analyzed: 3 Date Reported: Nov-27-07 1038 Redwood Hwy.,Suite I Job Site 'No. Executive Hanger Mill Valley,CA 94947 RV107-291 SA:ti'IPiPLE DETECTION SAMPLE ID RESULT LIMIT LOCATION / DESCRIPTION Rv107-391 B-1 PL 3000 470 Paint Chip-Exterior Blue. Executive Hanger ' Pb mg/kg tng/kg Satnplin"Date Analvsis Date Analvzed Wei eht r_1 Lab ID 4 1095-00032-001 0.300% 0.047% Nov-27-07 0.0)15 RM07-3916-2PL 1200 53 Paint Chip-Exterior White. Executive Hanger Pb me/kg mg/tom Sampling Date Analvsis Date Analvzed Weieht fel Lab[D= 1095-00032-002 0.120°'0 0.005% NDV-la-07 Nov-27-070.1897 Paint Chip-Interior Light Brown on Structural Steel_ Executive Rvi07-39IB-3PL Ph 3000 560 Hanger . mg/kg make Sampling Date .Analvsis Date Analvzed Weight(2) Lab[D= 1095-00032-003 0-300% O.D56"'o Nov-14-07 Nov-27-07 0:0178 Sampling Dalt Analvsis Date Analyzed Weight(2) Lab ID Ai Samolin2 Date .Analvsis Date Analvzed Weight{2) Lab ID Sampling Date Analvsis Date Analvzed Weisht IQ1 Lab ID:t Samolin^-Date .Analvsis Date _Analvzed Weighty Lab ID 4 Samoiine Date Analvsis Date Analvzed Wei-ht is) Lab ID Samp[ing Date .Analvsis Date :Analvzed Weight(g) Lab ID 4 Sampling Date .Analvsis Date Analvzed Weight+a) Lab ID 4 pg- micrograms 1% = 10,000 ppm Lppm= 1 mg/Kg Detection Limit is calculated based on LSU Lab QC Reviewer* Analyst ASBESTOS TEivi LABOR.-kTORiES,INC. 630 BANCROFT WAY,BERKELEY. CA 94-10 (5 10)704-3930 www.asbestostemlabs.com With Offices in Reno(77'J 359-33 ASBESTOS TEM LABORATORIES, INC. 630 Sart OCC ft Way Berkeley,CA 94710 Ph:(510)704-8930 F=(510)7048429 *** BULK SAMPLE SUBMISSION FORM!CHAIN-OF-CUSTODY REPORT **1* Company: It !L. (I, Analysis Requestedrfumazoound: .�/Q�n�f�Q� i Address: /V39 0 Job Site: x CCI--f:11a . W,7 Q . Cig�Stau�Zip: i��t�QDfr�'v C.r`f lob Not -r 77- 1-V P141 Contact: Phone:rZ1 ) 1-657Y FAXA//A -.?F/- 02-D SAMPLE NUMBER DATEMME LOCATION DESCRIPTION -e F7 Special Instructions: Relinquished Date/!Time Received N—&C an sis ate. 1 .'�/'�—2 si ex= N—dCoan an I r/ / T' Nw-j an CA%Mwd+ ompdocsk=n bjkdo« Send Original to Lab-Keep A Copy for Record ASBESTOS TEM LABORATORIES, INC. EPA Interim Method Polarized Light Microscopy Analytical Report Laboratory-Job 4 1095-00033 630 Bancroft Way Berkeley, CA 94710 (5 10) 704-8930 FAX(5 10) 704-8429 www.asbestostemiabs.com With Branch Offices Located.41: 1016 GREG STREET.SPARKS. NV 89431 Ph.(775)359-3377 Accredited by C.S.Dept.of Commerce ._ VVL>P Lao Code:101991-0 ASBESTOS TEM LABOILATORIES. INC CA DOHS ELAP. Nov-28-07 Ben Wells Environmental Resources Group 1038 Redwood Hwy..Suite 1 Mill Valley.CA 949. 7 RE: LABORLATORY JOB= 1095-00033 Polarized light microscopy analytical results for 6 bulk sample(s).. Job Site: 266 Buchanan Field Drive.Concord.CA Job No.: R_M07-391 Enclosed please find the bulk material analytical results for one or more samples submitted for asbestos analysis. The analyses were performed in accordance with EPA Method 600iR-93i 116 or 600,'M4-82-020 for the determination of asbestos in bulk building materials by polarized light microscopy(PLR). Please note that while PLM analysis is corrunonly performed on non-friable and fine grained materials such as floor tiles and dust.the EPA method recognizes that PLM is subject to limitations. In these siruations.accurate results may only be obtainable through the use of more sophisticated and accurate techniques such as transmission electron microscopy(TEM)or X-ray diffraction(XRD). Prior to analysis,samples are logged-in and all data pertinent to the sample recorded. The samples are checked for damaae or disruption of any chain-of-custody seals. A unique laboratory ID number is assigned to each sample. A hard copy loo-in sheet containing all pertinent information conceming the sample is generated. This and all other relevant paper work are kept with the sample throughout the analytical procedures to assure proper analvsis. Each sample is opened in a class 100 HEPA negative air hood. A representative sampling of the material is selected and placed onto a glass microscope slide containing a drop of refractive index oil. The;lass slide is placed under a.polarizing light microscope where standard mineralogical techniques are used to analyze and quantify the various materials present,including asbestos. The data is then compiled into standard report format and subjected to a thorough quality assurance check before the information is released to the client. Sincerely Yours. Lab Manager ASBESTOS TEM LABORATORIES. RNC. --These results relate only to the samples tested and must not be reproduced.except in full.with the approval of the laboratory. This report must not be used to claim product endorsement by NVLAP or any other agency of the U.S.Government.--- i 630 B.ANCROFT WAY BERKELEY.CA 94710 (510)'704-3930 FAX(510)704-3.329 wv�zv.asbestostemlabs.com With Off ices in Reno.zV P'(775)359-3377.7 POLARIZED LIGHT MICROSCOPY ANALYTICAL REPORT EPA Method 600/R-93;116 or 600/N14-82-020 Page: 1 of I Contact: Ben Wells Samples Indicated: 6 Report No. 065956 Reg.Samples analyzed: 6 Date Submitted: Niov-26-07 .address: Environmental Resources Group Split Layers Analyzed: 0 Date Reported: Nov-28-07 1038 Redwood Hwy..Suite 1 Mill Valley,CA 9494% Job Site No. 266 Buchanan Field Drive:Concord.CA RV107-291 OTHER DATA t)Non-Asbestos Fibers DESCRIPTION SAMPLE ID ASBESTOS 2)Matrix Materials FIELD % TYPE 4)Date� Collected Analyzed LAB RyI07-291A-lRF 1)30-10 Czilulosc Rooting material.Sited None Detected 2)60-m%Tar.QmOpq.Othe-m.p. Lab ID #1095-00033-001 3)Nov-14-0' 4)Nov?7-07 Rooting FelLTar-Black I)`one Detected Window glazing compound.Club House, Rtii07-29[A-lwP gone Detected 2)99-100%Calc.Bndr.Othcr:n.p. Lab ED 4 1095-00033-002 3)Nov-!4-0-7 41 Nov.2-0r Putty-Beige 1)6-151/.Fibcralass.Cellulose Y-1low linoleum.Club House Ryi07-241A-i FS done Detected 2) 85-94%Calc.Bndr.Glue.Other M.P. Lab ID 4 1095-00033-003 3)Nov-14-07 4)No,T%07 Sheet Floor.'Baeking-Yellow 1)None Detected Wall texture coating,Club House R�I07-291A-ITC-A None Detected 2)99-1 DO%Calc.Bndr.Otherm.p. - Lab ID 4 1095-00033-004 3) vov-14-0- 4)Nov --0? Texture-Ott white I)Nonc Dercc:cd Wall;exturc coating.Club House RN107-291A-1TC-B None Detected 2)99-100 Calc.Bndr.Ott�v m.pz Lab ID 4 1095-00033-005 ) Nov._la_0- 4)Nov_,--0- Texture-Off-white 1)None Detected Wall texture coating.Club House RiI07-291A-ITC-C None Detected 2199-100" Calc.Bndr.Otherm.o. Lab ID.4 1095-000337006 3)No--!4-V 4)Nov -07 Texture-Off-white 2) Lab 1D 3) 4) 2) Lab ID 4 3) 4) 2) Lab ID 3) 4) 2) Lab IDT 3) 4) Detection Limitof.Method is Estimated to be 1%asbestos Using a Visual Area Estimation Technique Lab QC Reviewer - Analyst ASBESTOS TENI LABORATORIES,INC. 630 Bancroft Way,Berkeley CA 94710 (510)704-8930 www•.asbestostemiabs.com PVilh Offices in Reno. NV(775)359-3377 ASBESTOS TEM LABORATORIES, INC. 630 Bancroft Way Berkeley,CA 94710 Ph:(510)704-8930 F=(510)7048424 *** BULK SAMPLE SUBMISSION FORM/CHAIN-0F-CUSTODY REPORT *** Company: /� �7 Analysis RequestcUrurnaround: L� — Address: (y 3 •i4V✓c+o /7v v `S/-` r' Job Site: Z t;6 ��1�,9Ny.✓ r.�� b,-,✓� Cf Cid Sva��ipi , l f/ Y10'IG1 tr� Jvb Noi �'rr,�? T 1 Piot d i Contact: Phone: (Y/S) 39-1—65 FAX: (y/S) W—6322 SAIMPLE NUMBER DATFrnmE LOCATION DESCRIPTION "67-7-?IA- r //"-/.-7 6 ,4 •a .a - WP C/i� d[1Sy W:.•�G�cv ��zl�•. rird Special Instructions: S�d [ �`,i �S, //✓z- �a� //e X�L{��-z���a� Relinquished Date/Time Received Nwnefcampany 5 Naaetc . Si stare signamm NamdC ! �� T Na e/Com si¢nawm l S�' rl'I Si aGue cAmr&-ompdocs4,sc blk.dw Send Original to Lab-Keep A Copy for Record ASBESTOS TEM LABORATORIES, INC. EPA Interim Method Polarized Light Microscopy Analytical Report Laboratory Job# 1095-00037. 630 Bancroft Way. Berkeley, CA 94710 (510) 704-8930 FAX (5 l0) 704-8429 www.asbestostemiabs.com With Branch Offices Located.4t: 1016 GREG STREET.SPARKS. NV 89331 Ph.(775)359-3377 Accredited by U.S.Dept of Commerce ASBESTOS TEM LABORATORIES, FNC uCAPLab aae:'0.69'7 CA DOHS EL.AP Nov-30-07 Ben Wells Environmental Resources Group 1038 Redwood Hyyv..Suite I Mill Vailev,CA 94947 RE: LABOR-ATORY JOB.4 1095-00037 Polarized light microscopy analytical results for 13 bulk sample(s)with 11 sample split(s) Job Site: 220 Buchanan Field Dr.-Concord_CA Job No.: R 107-'_91 Enclosed please find the bulk material analytical results for one or more samptes submitted for asbestos analysis. The analyses were performed in accordance with EPA Method 6001R-93.116 or 600/-\4 4-82-020 for the determination of asbestos in bulk building materials by polarized light microscopy(PLNI). Please note[hat while PLS{analysis is commonly performed on non-liable and fine grained materials such as floor tiles and dust,the EPA method recognizes that PDA is subject to limitations. In these situations.accurate results may only be obtainable through the use of more sophisticated and accurate techniques such as transmission electron microscopy('TEM)or X-ray diffraction(XRD). Prior to analysis.samples are logged-in and all data pertinent to the sample recorded. The samples are checked for damage or disruption of any chain-of-custody seals. A unique laboratory ID number is assigned to each sample. �A hard copy tog-in sheet containing all pertinent information concerning the sample is generated. This and all other relevant paper work are kept with the sample throughout the analytical procedures to assure proper analysis_ Each sample is opened in a class 100 NEPA negative air hood. A representative sampling of the material is selected and placed onto a glass microscope slide containing a drop of refractive index oil. The glass slide is placed under a polarizing light microscope where standard mineralogical techniques are used to analyze and quantiN the various materials present.including asbestos. The data is then compiled into standard report format and subjected to a thorough quality assurance check before the information is released to the client. Sincerely Yours. ' Lab Manager ASBESTOS TD4 LABORATORIES.INC. ---These results relate only to the samples tested and must not be reproduced,except in full.with the approval of the laboratory. This report must not be used to claim product endorsement by NVLAP or any other agency of the U.S. Government.--- 630 B_ NCROFT WAY � BEPK-ELEY.C.A 94710 (5 IU)70=4930 FAX(5!0)704-S429 wlrw.a;bestosternlabs.com LG"irhOJirces in Reno.�'V I'-5)3.9-33-- POLARIZED LIGHT MICROSCOPY ANALYTICAL REPORT EPA Method 600/R-93/116 or 600/NI4-82420 Paae: I of 3 Contact: Ben\N,'ell; Samples Indicated: 13 Report No. 066026 Rea.Samples Analyzed. 13 Date Submitted: ov-16-07 Address: Environmental Kesources Group Split Lavers Analyzed: I l 1038 Redwood Hwy..Suite 1 Date Reported: Nov-30-01, Milt Valley.CA 94947 Job Site No. 330 Buchanan Field Dr.-Concord,CA RVi07-391 OTHER DATA 1)Non-asbestos Fibers DESCRIPTION SAMPLE ID :ASBESTOS 2)Matrix Materials FIELD 3)DateTme Collected % TYPE 4)Date Analyzed LAB 1)50-60%Collulosc NIDPA-Root.Rollcd composition matcial. Ry107-291C-LRF-a gone Detected 2140-;0%Tar.Bndr.Other m.p. Lab ID T 1095-00037-001 3)Nov-14-07 4)Nov-30-07 Rooting Felt Tar-Black 1)50-604..C:llulosc MDPA-Roof.Rollcd composition material. R_`vI07-291C-1RF-B a0-50"-°Tar.Bndr.Other m. None Detected 2) p. Lab ID 4 1095-00037-002 )Nov-14-07 4)Noe-30-07 Rooting Felt,'Tar-Black R_3vI07-291C-1 RF-C 1)50-601q t`ellulose Iv1DPA-Root.Rollcd composition material. None Detected 2);0-50 •°Tar.Bndr.Other inp. Lab YD=1095-00037-003 3)Nov-14-0' 4)N,,--O-O-? Roofing FeloTar-Black 1 MDP.A-Root.Penetration mastic. "Lab Note: RN107-29 LC-2RF Not Submitted 2) Bag is empty. Lab ID-4 1095-00037-004 3)Nov-14-07 4)No•.-30-0' RtiI07-291C-1DW-a ` 1)'-10%Ccllulose.Fibcrglass b1DPA-Interior.Drrw3ll.taoc:mud,tcxturc. None Detected 2)90-94 Gyp.Cale.Mica.Other m.p. Lab ID 4 1095-00037-005A ) Dov-14-0' 4)Nov-30-07 Sheetrock-White R.tif07-291C-1 DW-a 1)Nonc Detected IDP.a-Interior.Drywailitspe mu6tcxturc. None Detected 2)99-loo%Cale.Bndr_Mica.Other M.P. Lab IDT 1095-00037-0056 3) 4}Nay-30-0' JointCorrvT-"t-01T White 1)2-10 Ccllulosc.Fiber:lass IDPA-lnicrior.Drywall:tapcmud texture. RM07-291C-1DW-B None Detected 2)90-94°•°Gyp.CaIC. vIICa Odtcr+T.p. Lab ID T 1095-00037-006A 3)No„_14_07 4)Nc,-30-t1" Sheetrock-White R.'vI07-29LC-[DW-B 1)Nonc Dercctcd None Detected 2)99-lo0°'°Calc.Bndr. Othcr m.p. Lab ID.4 1095-00037-0065 3) 4F;0„_3,)_0- JointCorrTeat-OtT-Waite RVI07-291C-1%T 1)Nonc Detected IDPH-Exterior.Window glazing compound. <1% Chrvsotile 2)99-100°o Cale.Bndr.Other m.p. Lab ID 4 1095-00037-007 3)Not_;4_9- 4)�0v_30_0' Putry-Grey RM07-29IC-1 FT 1)Nonc Detected hIDPA-Restrooms. 12"white floor tile. None Detected 2)91)-100%Calc.Bndr.Other m.p. Lab [D T 1095-00037-008A3)Dov fa-07 4)Nov-30-07 FloorTile-Off-white Detection Limit of Method is Estimated to be 1%asbestos Usine a Visual Area Estimation Technique y �—•L Lab QC Reviewer Analyst ASBESTOS TEN LABORATORIES, INC. 630 Bancroft Wav, Berkeley CA 94710 (510)704-8930 www.asbestostemiabs.com Wilh OJices in Reno. W(1%5)359-33-77 POLARIZED LIGHT MICROSCOPY ANALYTICAL REPORT EPA Method 600111-93i116 or 600/ 1.4--83-020 Page: 2 of 3 Contact: Ben Wells Samples Indicated: 1 Report No. 066026 Reg. Samples.analyzed. 12 Date Submitted: Nov.-26-0' Address: Environmental Resources Group Split Layers Analyzed: 1 l 1038 Redwood Hwv:_Suite l Date Reported: Nov-30-07, Mill "alley,CA 94947 Job Site 'No. 220 Buchanan Field Dr.-Concord.CA RM07-?91 OTHER DATA 1)Non-Asbestos Fibers DESCRIPTION SAMPLE ID ASBESTOS 2)Matrix Materials FIELD % TYPE 4)Date Ann alyzeme dected LAB RN107-29IC-1FT 1)1-'onc Detected %lDP.i-R:srrooms.12"white_loor:ilc. None Detected 2)99-100°6 Glue.Outer m.p. Lab 1D �,1095-00037-OOBB 3) 4)Nov-30-07 Glue-Clear 1)None Detected NIDP.a-R mroorns.12"white floor tile. R.'v[07-291C-1 FT Chrysotile 2)95-99%Calc.Bndr-Other nt. . Lab ID T 1095-00037-008C ) 4)Nov_;p_0^ Floor Tile-Beige 1)Nonc Detected IvIDP.A-Ratrooms. 12"white floor tile. R�t07-29IC-1 FT None Detected 2)99-100%Tar.Ooq,Qfz.Other m.p. Lab IDT 1095-00037-OOBD 3) 4)Nov-30-0" Mstic-81ack 1) one Detected iVIDPA-\lain Room'South).Tan floor tile. 83,107-29IC-2FT+ICA cone Detected 2>99-100"•; m Glut.Qtr.Opq,Odter .p. 'cllowcarpctadhesivc. Lab ID t 1095-00037-009A 3)Nov-14-0? 4)Nov-3o-07 Glue-Tan Carpet 1)41one Detected MDP.4-Main Room tSouth).Tan foornic. RJ'107-291C-2FT+ICA I-5/o o Chrysotile 2)9:-99°o Cale.Bndr.Othcr. ut.p. yellow carpet idltcsivc. Lab ID_ 1095-00037-009B j 4)hov_;0_q? Floor Tile-Tan 1)None Detected NIDP.4-Main Room(South).Tan tloorttle. Rv107-291C-2FT+ICA o cllow,:arpet adhosivc. None Detected 2)99-IOO.o Tar.Gpq.Qfz.Odtcr m.n. Lab ID 4 1095-00037-009C 3) 4)Nov-30-07 Mastic-Black 1)14one Detected WIDPA-Main Room Ivor h).Yellow carpet RN,107-29IC-2CA 2 99-10U°oGluc.O a Calc.Qtz adhesive. `one Detected ) p Lab ID Y 1095-00037-010 3)Nov-14-0- 4)vov-30-07 Glue-Yellow 1)Nonc Detected IviDPA-Kitcitcn.Baseboard adhesive. R�I07-29IC-18a done Detected 2)99-1001-.'Glue.Opti.Cale.Qtz Lab ID 41095-00037-011 3)No—14-07 4N0,•-30_07 Glue-Tan 1)6-15° 1. •o Fiberglass.Cellulose 'vIDP:k-Kitchen.Off-white linoleum '-layers). R3,107-291C-IFS None Detected ) 2 3i-9-i''.'�Calc.Bndr,Glue.Other m.p. Lab ID ij 1095-00037-012A 3)NO"14-07? 4);iov-30-07 Sheet Floor`Backing-Off-White 1)Nonc Detected NIDPA-Kitchcn.Off--white linoleum I'layers 1. RM07-29IC-1 FS None Detected 2)99-100`4 Glue.Qtz.Ooq-Othcrrn.p. Lab ID 14 1095-00037-0128 3) 4)Nov-30-07 Glue-Tan Detection Limit of Method is Estimated to be 1%.Asbestos Casing a Visual Area Estimation Technique Lab QC Reviewer Analvst ASBESTOS TEM LABORATORIES. INC. 630 Bancroft Wav, Berkelev CA.94710 (510)704-8930 www.asbestoStemiabS.com With Offices in Reno. 4'D'17151 359-3377 POLARIZED LIGHT vIICROSCOPY ANALYTICAL REPORT EPA Method 600/R-931116 or 600/M"2-020 page: 3 of 3 Contact: Ben Wells Samples Indicated: 13 Report No. 066026 Reg.Samples Analyzed: 1? Date Submitted: Nov-36-07 Address: Environmental Resources Group Split Lavers Analyzed: l 1 Date Reported: Nov-30-07 1033 Redwood Hwy.,Suite t Mill Valley.C?. 9197 Job Sitz.'No. 320 Buchanan Field Dr.-Concord.CA fkNf07-29 l OTHER DATA 1)Non-Asbestos Fibers DESCRIPTION SAMPLE ID ASBESTOS 2)Matrix Materials FIELD 3)DateTme Collected % TY-PE 4)Date Analyzed LAB 1)vonc Detected NIDPA-Kitchcn.Off-white linoleum!'_laycrs1. R�I07-291C-iFS 1-5/o o Chrvsotile 2)9=-99°o Calc.Bndr.other nip. Lab ID r 1095-00037-012C 3) 4)Nu,,._30-0' Floor Tilc-Beige 1)�one Dctcctcd IVIDPA-Kitchcn.OA=white:inolcutn,'-la%lcrsi. Ryt07-291C-[FS gone Detected 2)99-100%Glue.0therm.p. Lab fl) Y 1095-00037-012D ) 4),-0,30.0^ Glue-Yellow 1)Nonc Dctcctcd MDPA-Storage Room.9"green floor tile. R1I07-39IC-3 FT 10-..0/o o Chrvsotile 2)30-90",Cale.Bndr.Otherm.p. Lab ID 1095-00037-013A 3)v0v,14 q' 4)Vov-30-0' Floor Tile-Green R�I07-2910-3 FT 1)yonc Dctcctcd MDP.A-Stora_e Room.9"green floor file. 5--10% Chrysotile 2)90-9=°'"Tar.Bndr.Cale.Other m.p. Lab ID 4 1095-00037-013B 3) 4)Niu,,_y) Mastic-Black 1) 2) Lab ID ) 4) 1) 2) Lab ID 4 3) 4) t) 2) Lab IDT 3) 4) 1) 2) Lab ID.= 3) 4) 1) 2) Lab ID 4 3) 4) 1) 2) Lab ID 3) 4) Detection Limit of Method is Estimated to be l%.asbestos using a VisualAreaEstimation Technique Lab QC Reviewer � - ��—V � Analyst ASBESTOS TENI LABORATORIES, INC. 630 Bancroft Wav, Berkelev Ca 94710 (510)704-8930 www.asbestostemiabs.com GG'irh Offices in Reno. VP's' /359-337' ASBESTOS TEM LABORATORIES, INC. 634 Bancroft Way Berkeley,CA 94710 Pb:(510)704-8930 Fax:(510)704-8429 *** BULK SAMPLE SUBMISSION FORM/CHAIN-OF-CUSTODY REPORT/ ** Company: Analysis Requested/ mwound:PZJ?7 - SCip Address: �n3 �dwa6 ywi - Sjt- �/ Job Site: 2-2e> �itc�or�bN �i IJ2 -��vC� j� Contact: (fie. yy-i/(s Phone: (`t!�,�3�l— S>y FAX:67.03 sl SAIWLE NUMBER DATE/TIME LOCATION DESCRIPTION f a7-291C-1 f- 1/ Y �7 - rs ��� (�,• St T� � .o / .zu -�rr — .���� z .� �/oma , .� • 47 Special Instructions: Relinquished ,�� / Date!Time Received NattmJ (� . /� J7 N�eIC Si Nmnd �I�2(0�O iqmjcPY. T Sii /3:2-c, Isit-maun chvorft mpdocs\cvsi_bik.doc Send Original to Lab-Keep A Copy for Record .vIr.Joe ambrosino Concord Field airport Property December 17"',7007 APPENDIX NDIX B Environmental Resource Group.Inc. ASBESTOS TEM LABORATORIES, INC. EPA Method 3050A / 7000 Atomic Absorption Spectroscopy Metals Analysis Report Laboratory Job # 1095-00036 630 Bancroft W'ay Berkelev. CA 94710 (510) 704-8930 FAX(310) 704-8429 Accredited by A Mail U.S.Dept.of Commerce ASBESTOS TEN1 LABORATORIES, ENC CA DOHS ELAP �iov!29-'2Ou, Ben Welts Environmental Resources Group 1038 Redwood Hw-y..Suite 1 dill Valley.CA 94.947 RE: LABORATORY JOB:; 1095-00036 Atomic Absorption Spectroscopy anair'tical results for 4 solid waste sample(s). Job Site: 2=0 Buchanan Field Dr-Concord.CA Job No.: R_'v10'?91 Enclosed please find results for the atomic absorption spectroscopy(AA)metals analysis of one or more solid waste samples. Sample preparation procedures were performed according to EPA Method SW'-846 3050A-Acid Digestion of Sediments.Sludges-and Soils. Sample analysis was pertor:ned by EFA Method SW-8.16 7420 direct aspiration flame method. Prior to analysis,samples are checked for damage and disruption of the chain-of-custody seal. Samples are then logged-in.each given a unique laboratory number.and a hard copy containing all pertinent information is generated.This,and all other relevant paperwork are kept wirh each sample throughout the analytical procedures.to assure proper analysis. A portion of each solid waste sample is weighed such that a sample aliquot weight of I to?drams is obtained. The weighed sample material is than placed into a glass beaker. vanst-ermcl to a fume hood. heated at—95 Deb.C,refluxed with nitric acid to solubilize the contained metals.and treated with Hydrogen Peroxide to oxidize any organic binder present in the;ample rnaterraL. High purity water is added to make a 50 ml volume for each sample in a volumetric flask_ AA analysis is performed on a microprocessor controlled Perkin Elmer 3100 atomic absorption spectrophotometer.operating in the flame mode. Samples are diluted as needed to allow reading of concentrations in the calibration range. QC analyses are prepared and performed along with each sample batch.to ensure accurate analytical determinations. Data is compiled into a standard report Format and subjected to a thorough quality assurance check before the information is re!eased to the client. Vote: Sample results are not corrected for contamination based on the field blank+sl or other analytical blank(s). Sincerely Yours, Laboratory Manag:r ASBESTOS TEyt LABORATORJES,INC. ---Results for routine quality control samples run in parallel to the samples reported here were within acceptable limits. These results relate only to the samples tested and must not be reproduced,except in full.with the approval of the laboratory. -- 630 Bancroft Way BERKELEY-.CA 917,10 (3101'04-39:0 !3101 704-3429 VIt.W.asbestostemlabs.coir+ Wlih O%fices in Reno 1">> 3.59-3 ATOMIC ABSORPTION SPECTROSCOPY SOLID WASTE METALS ANALYSIS REPORT EPA 3050A Digestion/EPA 7. 20.Analysis Methods pa;e: l of 1 Contact: Ben Wells Samples Submitted: 4 Report No.: 065963 Date Su5mitted: Nor-26-07 Address:Environmental Resources Group Samples Analyzed: 4 Date Reported: Nov-29-07 1038 Redwood Hwy.,Suite 1 Job Site.'Vo_ 320 Buchanan Field Dr-Concord,CA Mill Valley,CA 9494? Rti107-291 SAMPLE ID 'v S RESUULTTDETECTION LIMITNIIT SALDET LOCATION / DESCRIPTION RYf 07-291 C-IPC 68 46 MDFA-Interior. Paint chip-white. Pb mg/ka, mg/kg Samnline Date analvsis Date analvzed WeiabLLgIL Lab 1D t 1095-00036-001 Nov-11-0Nov-- 9-07 . 0._'194 MI)PA-interior. Paint chip-white on steel beams. R Nf07-?91 C-?PC 390 180 Pb mo,/ko mg/kg a b 5 e Samnline Date analvsis Date Analyzed Weight f°I Lab ID* 1095-00036-002 0.039°46 0.0I s% Nov'-1.3-0'• Nov-29-07 0.0=69 RN407-291C-3PC 68 40 MDPA-Exterior.Paint chip-white. �..Pb me/kg mg/k-, Samr)hng Date Analvsis Date Analvzed Weight(e) Lab iD T 1095-00036-003 0.00'. %. 0.004% Nov-1-t-07 Nov-29-07 0.2483 ivIDP.A-Exterior.Paint chip-red. RM07-291C-4PC 37000 45 Pb mglkg ma/kg Sampling Date analvsis Date Anahned Weight(g) Lab ID-4 1095-00036-004 3.700% 0.003°% Nov-11-07 Vov-29-07 0.3201 Sampling Date analvsis Date .analyzed Weight(e) Lab I D tF Samvlin.2 Date analvsis Date -\nalvzed Weight 1 g) Lab ID t Samnline Date analvsis Date _analvzed Weight i;Z Lab ID 4 Samnline Date ,analvsis Date analvzed Weight(a) Lab ID Samolina Date analvsis Date Analyzed Weight(g) Lab ID Sampline Date Analysis Date anal-zed Weight(g) Lab ID 4 - micrograms 1% = 10,000 ppm 1ppm= 1 mg/Kg Detection Limit is calculated based on LSU Lab QC Reviewer Analyst ASBESTOS TEM,LABORATORIES,INC. 630 BANCROFT WAY.BERKELEY, CA 94710 (.5 10)%04-8930 www.asbestostemlabs.corn PV"ith Offices in Renu(7733 3.39-33.7' r ASBESTOS TEM LABORATORIES INC. 704-8930 Fix:(516)704-8429 630 Bancroft WRY Berkeley,CA 94710 Pb,.(510) *** BULK SAMPLE SUBMISSION FORM/CHAIN-OF-CUSTODY REPORT *1*1* ) L/Z Analysis RequestedlTumaround: FIµL pA L�'+°d Company: ; Address: �l3� ./�a. waa c� �i 'S f. '� 3ob Site: C1ry-S�dt2-�lg: I & D I11��- L L Contact: Phone:(y1s)3f/- C57�/ FAX: C!!S) 3frl - 63z-a SAMPLE NUMBER DATErnmR LOCATION DESCRIPTION AMA— �, .vr✓� - �s' Special Instructions: Relinquished p Bate 1 Time Received B : Name1C ..� ;,/� �7 Name(company Si S�a� Si NamJCom an - -0 7 P 01 :5 5 R Camd Si am m Si c\we d%==pdocs\=n-blk.doc Send Original to Lab-Keep A Copy for Record _ L ASBESTOS TEM LABORATORIES, INC. EPA Method 3050A 17000 Atomic Absorption Spectroscopy Metals Analysis Report Laboratory Job# 1095-00034 630 Bancroft Way Berkeley, CA 94710 (5 10) 704-8930 F:AC(5 10) 704-84?9 — Accredited by —�__— U.S.Dept.of Commerce ASBESTOS TEivi LABORATORIES, INC C.-k DOHS ELAP Nov 30!200' Ben Wells Environmental Resources Group 1033 Redwood Hwy..Suite 1 Mill Valley.CA 9494'• RE: LABOR.NTORY JOB:t 1095-0003) Atomic absorption Spectroscopy analytical results for 4 solid waste sample(;). Job Site: 266 Buchanan Field Dr-Concord.CA Job Vo.: R.M07?91 Enclosed please find results for the atomic absorption spectroscopy(AA)metals analysis of one or more solid waste samples. Sample preparation procedures were performed according to EPA Method SW-346 3050A-acid Digestion of Sediments.Sludges,and Soils. Sample analysis was performed by EPA Method SW-3-36'40 direct aspiration flame method. Prior to analysis,samples.are checked for damage and disruption of the chain-of-custody seal. Samples are then!o?ged-in,each given a unique laboratory number,and a hard copy containing all pertinent information is generated.This,and all other relevant paper work are kept with each sample throughout the analytical procedures to assure proper analysis. A portion of each solid waste sample is weighed such that a sample aliquot weight of 1 to 3 grams is obtained. The weighed sample material is then placed into a glass beaker.transferred to a 'fume hood. heated at—95 Deg.C.refluxed with nitric acid to solubilize the contained metals.and treated with Hydrogen Peroxide to oxidize any organic binder present in the sample material. High purity water is added to make a 50 ml volume for each sample in a volumen is flask. AA analysis is performed on a microprocessor controlled Perkin:Elmer 3100 atomic absorption spectrophotometer,operating in the flame mode_ Samples are diluted as needed to allow reading of concentrations in the calibration range. QC analyses are prepared and perforated along with each sample batch to ensure accurate analytical determinations. Data is compiled into a standard report fornat and subjected to a thorough quality assurance check before the information is released to the client. vote: Sample results are not corrected for contamination based on the held blank(s)or other analytical blanks.). Sincerely Yours. Laboratory Manai=er ASBESTOS TEtii LABOR.kTOR1ES,INC. ---Result;for routine quality control samples run in paratlel to the samples reported here were within acceptable limits. These results relate only to the samples tested and must not be reproduced,except in full,with the approval of the laboratory. -- 630 Bancroft Way . BERKELEY,CA 94710 (4 101 704-3930 • 1;[())704-3429 ,wtivw.asbestosremfahs.com with OJfic•es in Reno r?%>> J59-33-' ATOMIC ABSORPTION SPECTROSCOPY SOLID WASTE vIETALS ANALYSIS REPORT EPA 3050A Digestion/EPA 7420 Analysis Methods pace: 1 of 1 Contact: Ben Wells Samples Submitted: 4 Report No.: 065959' Date Submitted: Nov-26-07 Address:Environmenral Resources Group Samples Analvzed: 4 Date Reported: vov-30-07 103$ Redwood Hwy..Suite I Job Site No. 266 Buchanan Field Dr-Concord,CA Mill Vallev,CA 94947 RN107-291 MPLE RSA SAPLE ID ��u- S.ESULT LIMIT DETECTION MLOCATION / DESCRIPTION Hanger.Paint chip-beige on corrugated metal. R.N107-291 A-1 PC 140 86 Pb mg/ka me/kb Sampiine Date Anaivsis Date Analv7ed We;,-,ht++t Lab ID 1095-00034-001 0.014% . 0.009'./o 'No v-14-T? Nov-30-0. 0.1165 RM07-291A-2PC 670 95 Hanger.Paint chip-silver on strucrual steel. Pb me/kc, mg/kg Sampling Date Analvsi:Datc knaivzed Weight(_) Lab ID 4 1095-00034-002 0.06..%. 0.010% Nov-14-07 Nov-30-07 0.1054 RN107-29(A-3PC 800 49 Hanger.Paint chip-off,'white on wood. Pb MG/k- m8/kn Sampling Dare Anslvsis Date Anal%,zed Weight I_) Lab ID 4' 1095-00034-003 0.030% 0.005% Vov-14-0'7 . Nov-30-07 02046 RN(0 -29tH- Hanger.Pzinr chip-brown on door&window. '7 .sPC 6400 49 Pb me/k; mg/kg Sampling Date Anaivsis Date ' Ann)v7ed weight Ig) Lab ID= 1095-00034-004 0.690'.0 0.005% Nov-14-0 Nov-30-07 0.2041 Samoline Date Analvs::Date Analyzed Weight le) Lab iD r Samphne Date .analysis Date .Analyzed Weight 1,-,) Lab ID Samoline Date Analvsis Date _Anatvzed Wcit;ht1g], Lab ID a Sampling Date Analvsi.Date Analyzed Weight iizi Lab ID Samoline Date analysis Date Anaivzed Weis,htiLl Lab ID a Sampling Date Analvcis Date Akmlvzed Weight(e) Lab ID 4 micrograms 1% = 10,000 ppm 1ppm= 1 mg/Kg Detection Limit is calculated based on LSU Lab QC Reviewer Analyst ASBESTOS TENI LABORATORIES,INC. 630 BA_NCROFT WAY,BERKELEY, C.� 91710 (510)704-8930 w-ww.asbestostemlabs.com With Ojlices in Reno 17751 359-3377 �z` ASBESTOS TENT LABORATORIES, INC. Ste— 630 Bancroft Way Berkeley,CA 94710 Ph:(510)704-8930 Fax:(510)704-8429 *** BULK SAMPLE SUBMISSION FORM/CHAIN-OF-CUSTODY REPORT /* Company: L Analysis Requestedrrurnaround:f� ,AR��2.od — �-JpY Address: / �- �d woo , - Sr#� Job Site: 2 a-g, DA 4. Contact /f�e.r �/ lS Phone: �rS� �/-6S?�/ FAX: SAMPLE NUMBER DATFJ UKE / LOCATION DESCRIPTION 07-Z41 -i PL i� d'J �1 ;,�T - a A! i ell - s —3 ( L4 _ r Special Instructions: Relinquished By: Date I Time Received Name/Company S.' �Ct �� Namc/Com any si arae NamdC as '1/2fD�p� Neejc ' -/TT 6n Si aituz 13:SC— si v� CAWOrdlcompdocsNcust—blk.doc Send Original to Lab-Keep A Copy for Record No. 03-360/7372-01 March 6, 2008 Page 23 Appendix G CCC Environmental Health Department Septic Tank Permit Purcell, Rhoades R Associates CONTRA COSTA ENVIRONMENTAL HEALTH DIVISION 2120 DIAMOND BOULEVARD, SUITE 200 C O til -I- P A COSTA CONCORD, CA 94520 4; (925) 646-5225 H F ALT H S E RV 1 C E S www.cocoeh.org Septic Permit, :s - ON0000332 PR Number: 18369 PE Number: 4219 Date Received: 20 APR 04 Permit Number:03-0243 Permit approvedllssued by: ,%' Date Issued: s Environmental Health Specialist i NEW:CONV-' NEW ALT. REPAIR EXPANSION 1 CONV.REPLACEMENT 1 ALT.REPLACEMENT I ABANDONMENT The issuance of this permit by Contra Costa County.Environmental Health Division does not guarantee a satisfactory and an indefinite operation of any septic system. Permit expires in 180 calendar days from date of approval. Permits are non-transferable,and can be suspended or revoked. If more time is required for the project, a time extension may be granted if-reasons warrant it in writing..Percolation tests are not valid after 3 years from date of test. PROJECT SITE INFORMATION Site address:510 SALLY RIDE DRIVE,CONCORD(266 BUCHANAN FIELD RD.) APN:CONCORD FLYING'CLUB Lot/Parcel#: Subdivision#: Minor Subdivision#: CONTRACTOR INFORMATION Contractor: CLEARWATER SUPPLY Contact Person: MANLY ORMSBY Phone#:B00-820-0533 FAX#: LEGAL OWNER INFORMATION Legal Owner Name: CONTRA COSTA COUNTY,AIRPORT-BUCHANAN Owner Address:P 0 BOX 273073 CitylStatelZip:CONCORD, CA 94520 Phone#:925-646-5722 Alternate Phone#: Contact the Contra Costa County Environmental Health Division appointment desk and obtain a confirmed appointment time and date prior to any construction or destruction of a septic system. Voice mail messages are not acceptable. The appointment desk sends confirmation via telephone or fax. Septic registered installers must possess a valid State of California Contractbr's license(Type A, B, C-36 or C-42)to construct,enlarge,alter, repair. improve or replace an individual system, or any of the components of an individual system. A registered installer doing business in Contra Costa County must have curent verification of worker's Compensation insurance on file with the Department if any employees work on system construction. SEPTIC PERMIT CONDITIONS: Final approval of the construction permit for alternative sysiems may be granted only upon completion of the construction final inspections and receipt of a letter from the consultant certifying the installation of the system as was designed. The Contra Costa County Environmental Health Division shail issue a Cerification of Compliance for the individual system;;Don determination that the installation and operation of the system is in compliance. OTHER. Final Approval by: Date: rno:n-+i 1 EXHIBIT I DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT CONDOMINIUM ASSOCIATION, INC. . EXHIBIT I DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT CONDOMINIUM ASSOCIATION, INC. Recording Requested By And When Recorded Mail To: BUCHANAN HANGARS LLC c/o Cox, Castle &Nicholson LLP 19800 MacArthur Blvd., Suite 500 Irvine, California 92612-4627 Attn: Camellia K. Schuk, Esq. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT NOTE: ARTICLE XIII, SECTION 13.3 OF THIS DECLARATION INCLUDES PROVISIONS WHICH REQUIRE CERTAIN DISPUTES TO.BE RESOLVED THROUGH ARBITRATION AND WAIVE THE CONSTITUTIONAL RIGHT TO TRIAL BY JURY. NOTICE OF AIRPORT IN VICINITY This property is presently located in the vicinity of an airport,within what is known as an airport influence area. For that reason, the property maybe subject to some of the annoyances or inconveniences,associated with proximity to airport operations(for example: noise,vibration or odors). Individual sensitivities to those annoyances can vary from person to person. You may wish to consider what airport annoyances,if any,are associated with the property before you complete your purchase and determine whether they are acceptable to you. 53634\306520v8 � ' � TABLE ODr 9una ----- � Article 8--.----...--.---------_------.---_-.--_-.--.--2 1.1 "Annexation Date.^..'.._-.--------------.---.-.-'__--.--.----.2 1'2 "Annexed Property`..........................................................................................................Z 1.3 "Ardcles ^----- ......................................................................................................3 1.4 "Asuousouoot ------.----.-----_---.----.-------.3 1.5 "Assessments ----'---_------'--_.---------�--------.-'-,3 1.6 "Association................................................. ..................................................................3 � 1'7 "Association ----------....-.-.-...----.--.------------..3 1.8 "Basic As000mnoouf,.........................................................................................................] - 1.9 "8uokcExpenses ----------.-------..-_----.----.------.-_..'3 1.10 "Board.............................................................................................................................5 1.11 "Budget --_--------------.--_-----.------.---_-----.5 1.12 "Building Module^.--...-.-._---_---.------r.-.----.-------_-5 l.l3laws -----------.-.------.-------'--'--_--------_-.'5 ' 1.14 "Common Area"-.--_.---------.�-----_--------.--------5 1.15 "Common .....----.------.-------_-..-----__------5 1.18 --------.------------------.--.-.---.---..5 1.17 Plan, -----_----------.-._--_--_--_-------5 1.18 "CondominiuUnit.`---'---.---------_---.----.--.----.--..5 1.19 "Consent ofaMajority nfMuozbora`---.�-----------------.------..5 ' 1.20 "Consent ofuSuper-Majority wfOwners ^......................................................................6 1-21 .--.-..-.------------- ................................................................. 1.22 "Doanncmo1ioxiDate.`......................................................................................................6 1.23 "Declarant..................... ............ .....................................................................................M 1.24 -----'-'--'^-----'----------'---------'---''6 1.25 "Declaration of Annexation°..........................................................................................6 1.28 "Declaration of Deannexation.........................................................................................6 1.27 --.------------------------'--------.---6 1.28 First `----.--,----_.-_-_.--------------]5 1.29 Certificate`....................................................................................................d 1.30 "First --.-------.------------------_----.---7 1.31 "Fiscal Year`--------------------------------------.7 1.32 "General Account...................................................-.----------- ...................7 1.33 Instruments..................................................................................................7 l.34lJoj�`---.-------.--------.---_--.-_-----_--.--..7 � 1.35 ^---.--.------------.--_------.,---------7 1.36 "Individual Purpose Assessment.`..-----------_--------.-------.7 � 1.37 "Initial Phase.`..................................................................................................................7 1.38 "Limited Common Area"'_----.------------------~.----.-.-.7 1.39 "Major -------_.--------.----'-.-_-'--------'8 1.40 --------'---------------'-------'-8 .. ' l'4l ' .-----.------.------_----------------.8 l.4% ' ^Member.- �-.-----.--.-'-------'-.---'.---..-----_--_------# � 5363*a0652ov � ' � � 1.43 "Mortgage"....................................................................................................................8 1.44 "Mortgagee"...................................................................................................................8 1.45 "Non-Declarant Owners"............................... .......8 ......................................................... 1..46 "Office Unit"..................................................................................................................8 1.47 "Original Conveyance Instrument"..............:............:.........:..........................................8 1.48 "Owner(s)"........................................................................ 1.49 "Permitted User".............:..................... ...8 ...................................................................... 1.50 "Personal Charges"............................................................................. ....8 1.51 "Project"........................................................................................ ....8 ............................. 1.52 "Purchase Agreement"...................................................................................................8 1.53 "Reconstruction Assessment"........................................................................................9 1.54 "Rent"............................................................................................................................9 1.55 "Reserve Account.............. .....9 ........................................................................................ 1.56 "Reserve Expenses"........................................................................................................9 1.57 "Rules and Regulations".................................................................................................9 1.58 "Special Assessment"...................................................................... .9 ............................. 1.59 "Starting Date".............................................:............................................ ....9 . ................. 1.60 "Structural Common Area"............................................................................................9 1.61 "Sublease"......................................................................................................................9 1.62 . "Subleasehold Estate"..............:...................:. 1.63 "Termination Date"............................................................................. ......10 ................... 1.64 "Termination Declaration" ..10 .......................................:................................................. .1.65 "Unit"...........................................................................................................................10 Article II SUBLEASES ;.....................: ....................................10 .......................:.............................. 2.1 Agreement to Comply with Sublease ..........................................................................10 2.2 Rent................................. ............................................................................................10 2.3 Condominium Unit Term:............................................................................................10 2.4 Execution of Sublease........................................................................:.........................10 2.5 Rental Reserve Fund....................................................................................................10 2.6 Relationship with Lease...............................................................................................1 l Article III ESTABLISHMENT OF CONDOMINIUMS ..............................................................11 3.1 Division of Property into Condominiums..........................................:..........................1 l Article IV CONDOMINIUM USE RIGHTS ................................................................................12 4.1 Transfer of Interest.......................................................................................................12 4.2 Separate Mortgages................................................................................... .......12 4.3 Partition and Subordination of Tenancy-in-Common Attributes.................................13 4.4 . Protection of Interest....................................................................................................13 4.5 Easements.........................:..........................................................................................14 4.6 Encroachments.............................................................................................................16 4.7 Parking........................................................................................ .......16 .......................... Article V USE RIGHTS AND RESTRICTIONS..........................................................................17 5.1 Use Rights and Restrictions.........................................................................................17 5.2 Insurance............. ...:18 5.3 Offensive Activity........................................:................................................................19 5.4 Signs...........:.......................... .......................:...........,...................................................19 53634\306520v8 ii ' � � 5.5 Debris.............................................................................................................................l9 5.6 --------..--------------_---_---.-------..l9 5'7Exceptions-----_.-----------.------_----------.----.20 Article V7ASSOCIATION..............................................................................................................2O 6'1 in the Association...................................................................................IO 62 �i ��nuodI�ndou—.---------��—.— ' 20 . -'_--__-� --=,-- ,- -.----------.—.. 6.3 Transfer ofMembership ..............................................................................................2l 6.4 Voting and Types of Membership. ..............................................................................2l Article VII MANAGEMENT--.—..,--_.------.----_-------------.—_—.22 7.1 Powers and DotiemGenerally --.—.---.---------.------------..��2 7.2Specific Ponn:roand Z�od�ooftheAssociation ---.--------.----.---..22 7[3 Authority and Duty bn Engage Managing Aaent--------...—..--.------29 7.4 Limitation onPowers ofthe Board........................—_-------_--------'29 7.5 Limited Iiabi�tv------_—.---.-----------.---------.---.3O Article VIII ASSESSMENTS AND PER8ONAI.CHARGES ......................................................30 8.1 Creation of Personal Obligations For Auueoomeota ....................................................30 8.2 Purpose of Assessments....................................---�-_---'.--'------_--30 Q.3 Increase and Reduction mf ---.--.-------------.-------.30 8.4 Basic Assessment.........................................................................................................3l 8.5 Payment ofBasic Assessment......................-------------------.—_--3l 8_6 Special Assessments.....................................................................................................32 8'7 Individual Purpose Assessment--.----'�----..--.-_-----------..33 8.8 Personal Charges----.---.-----.----.------.---.------.---.33 8.9 Working Capital Fund..................................................................................................]3 � Article DX ENFORCEMENT OF RESTRICTIONS —_------------.-----.—_---33 9.1 IoGeneral......................................................................................................................33 9.2 Certain Specific Enforcement Powers-----------------.---.--_--34 ~ � 9.3 Subordination tnCertain Mortgages............................. .-------.3Q � Article XDAMAGE (]R DESTRUCTION--..---------------.---------.39 10J Damage wrDestruction toProject................................................................................39 10.2 Extensive Damage urDestruction................................................................................39 lO.] Condemnation..........................................................'-------'--------_..40 Article XI ANNEXATION AND DEANNEXATION. ------------'--.--.----..40 }l.l Annexation BvDeclarant..............................................................................................40 11'2 Annexation byConsent ofMeozbcro ...........................................................................4U 11.3 Annexation Procedures..................................................................................................4l 11.4 Deozozexuiion Procedures...............................................................................................4l Article XII MISCELLANEOUS PROVISIONS------------.---.----------'4l 121 Enforcement--.----------------.------------_------',4l ` 12.2 Amendment............................... 12.3 Termination ----...-----.—.---------------------_--...45 12.4 Notices... 12.5 �I�ot�iuotioom� / of Condominium ----.---_-------.---------/46 ' � 53634\.306520v td � ' � � ' � 12.6 Severability------- ............................................................................................ 12-7 Successors � -------_------_----.'--.------.--------_-�.47 12.0 Violation orNuisance..................................................................................................47 12.9 Interpretation--.----..-_--.-----'---.-----_--------.--.:/47 12.10 NoWaiver....................................................................................................................47 Article XIHDISPUTE RESOLUTION...........................................................................................4Q 13.1 Association Disputes......................................................................................................40 13.2 Declarant Disputes........................................................................................................49 13.3 ARBITRATION OF .---_-----.---.--.----_-----.5l 13'4 Amendment ofArticle.................................................................................................52 � LIST OF EXHU31TS: ^ A-Lee� Description-Luod - B-Losal Description-Annexable Property � � C-Assessment Percentages ' D-Form ofSubleases ' � � � � � � � ` � ' ` � ' ^ � ' 53634o065204 iv DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT THIS DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT(the"Declaration") is made this day of . 200 by BUCHANAN HANGARS LLC, a Colorado limited liability company(the"Declarant"). RECITALS A. Declarant is the tenant under that certain Lease Between Contra Costa County and Buchanan Hangars LLC executed by and between the County of Contra Costa, a political subdivision of the State of California(the"Lessor"), and Declarant on . 2008, as amended by that First Amendment'to Lease between.Contra Costa County and Buchanan Hangars LLC ("the"Lease"),which is evidenced by that certain Short Form Memorandum of. Lease recorded on ;200_of Official Records of Contra Costa County, California. Pursuant to the Lease, Declarant has leased from the Lessor that certain real property located in the County of Contra Costa, State of California(the"Land"),more particularly described on Exhibit"A" attached hereto. Declarant has caused or will cause the construction on the Land of buildings comprising hangar and office/storage space. The Declarant's leasehold estate in the Land created pursuant to the Lease is referred to herein as the"Leasehold Estate," and the Leasehold Estate, together with the Improvements thereon and Common Furnishings therein, shall be referred to herein as the"Initial Phase." B. The Leasehold Estate is subject to that certain Condominium Plan, filed with the Office of the County Recorder of Contra Costa County, California, on , 200_, as Instrument No. , as such condominium plan may be amended from time to time(the"Condominium Plan"). Declarant intends,by recordation of this Declaration, to create up to (____)leasehold condominiums (each an"Initial Condominium") located on the Land, as shown on the Condominium Plan. C. Declarant also may acquire a leasehold interest in certain additional real property (the"Annexable Property")located in Contra Costa County, California, as more particularly described on Exhibit"B", attached hereto. The Initial Phase and each portion of the Annexable Property as shall be annexed hereunder pursuant to Article XI of this Declaration, together with the Improvements located thereon and Common Furnishings therein, are hereinafter referred to as the"Project." D. The Hangars at Buchanan Field Airport Condominium Association, Inc., a California noxi-profit mutual benefit corporation(the"Association"),has been established to maintain and operate the Project and will become the holder of the Leasehold Estate pursuant to an assignment by Declarant to the Association of Declarant's interest under the Lease. E. By this Declaration, Declarant intends to develop the Project as a statutory "Condominium Project" as defined in California Civil Code Section 1351(f) and as a"Common 53634\306520v8 1 Interest Development" as defined in California Civil Code Section 1351(c). Declarant intends to establish a common scheme and plan for the use, enjoyment,repair,maintenance,.restoration and improvement of the Project and the interests therein conveyed or reserved for use as hangar units for aircraft storage and ancillary use or as office units, as provided hereinbelow, and for the payment of taxes, assessments, insurance premiums and other expenses pertaining thereto. F. Declarant, for itself and its successors and assigns, covenants that each undivided interest in the Common Area, the appurtenant membership in the Association, all easements conveyed therewith, and the Subleasehold Estate in each respective Unit conveyed therewith shall not be separated or separately conveyed apart from one another. This restriction on severability of the component interests of the Condominiums shall not extend beyond the period for which the right to partition the Project is suspended in accordance with Section 1359 of the California Civil Code. Any conveyance by an Owner of a Condominium, or any portion thereof, shall be presumed to convey the entire Condominium, together with the transferor's membership in the Association. NOW, THEREFORE, in furtherance of such intent, Declarant hereby declares that the Project shall be held, conveyed,hypothecated, mortgaged, encumbered, leased, rented, used, occupied and improved subject to the following easements,covenants,conditions and restrictions set forth in this Declaration, as this Declaration may be amended from time to time, and subject to the Rules and Regulations and all of which easements, covenants, conditions and restrictions and the Rules and Regulations are declared to be in furtherance of a plan established for the purpose of enhancing and perfecting the value, desirability and enjoyment of the Project, and the interest or interests therein to be conveyed or reserved. All such easements, covenants, conditions and restrictions and Rules and Regulations shall constitute covenants running with the land and equitable servitudes and liens, and shall be binding upon and for the benefit of Declarant and each such interest conveyed,to wit, each Condominium, and shall be binding upon and for the benefit of all parties having or acquiring any right, title, interest or estate in the Project, including,but not limited to, the heirs, executors, administrators and assigns of any such parties and all subsequent owners and lessees of all or any part of the Project. ARTICLE I ' DEFINITIONS As used herein, the following terms shall have the following meanings: 1.1 "Annexation Date"means, with respect to each Condominium which is annexed hereunder pursuant to the provisions of Article XI of this Declaration, the date on which the . Declaration of Annexation for such Condominium is recorded in the Office of the Contra Costa County Recorder. 1.2 ' "Annexed Property" means Annexable Property which has been annexed hereunder pursuant to the provisions of Article XI of this Declaration. 536341306520v8 2 1.3 "Articles"means the Articles of Incorporation of the Association filed in the Office of the Secretary of State of California, as said Articles may be amended from time to time. 1.4 "Assessment Percentage"means,with respect to each Condominium,the percentage of Basic Expenses allocated to that Condominium as set forth in Exhibit"C", attached hereto, as the same may be amended in the manner herein provided. 1.5 "Assessments"means,;collectively,the Basic Assessment, Special Assessment, Reconstruction Assessment and Individual Purpose Assessment. 1.6 "Association"means The Hangars at Buchanan Field Airport Condominium Association, Inc., a California nonprofit mutual benefit corporation. The Association shall act by and through its Board and officers unless the Articles,Bylaws or this Declaration specifically requires otherwise. 1.7 "Association Property"means real or personal property owned, leased or otherwise held by the Association and designated in this Declaration or in a Declaration of Annexation as Association Property and therefore made subject to the restrictions on Association Property established in the Governing Instruments. Additional.Association Property may be annexed to the Project as provided in:this Declaration. The Association.Property is "common area" as defined in Section 1351(b) of the California Civil Code. The Association Property within the Initial Phase shall be comprised of, upon assignment of the Lease by Declarant to the Association, the Land together with'the Improvements located thereon, other than the Structural Common Area, and the Common Furnishings located thereon. 1.8 `Basic Assessment"means, for each Condominium, an amount calculated by multiplying the Basic Expenses by the Assessment Percentage for that Condominium. The Assessment Percentage may be adjusted in.the future pursuant.to the provisions of Article XI of this Declaration in the event of the annexation of Condominiums of different areas and types so that those components of the.Basic Expenses which do not vary as to the size or type of a Condominium shall be allocated equally to the Condominiums..and those components of the Basic Expenses which vary according to the particular characteristics of a Condominium shall be allocated to each applicable Condominium on an appropriate basis. 1.9 "Basic Expenses"means the estimated aggregate amount of expenses, as set forth in the Budget, to be incurred by the.Association during the applicable Fiscal Year: (a) To maintain, improve and repair the Common Area and the Association Property; (b) To operate,manage, and administer the Project; (c) To provide for.the collection of funds on an annual basis over the useful life of the components of the Common Area and the Association Property in an amount. sufficient to meet the Reserve Expenses; 53634\306520x8 3 (d) To provide for a contingency fund in the event that some Assessments may not be paid on a current basis; (e) To fulfill its duties as lessee under the Lease, upon the assignment by Declarant to the Association of the Lease, including without limitation the duty to pay rent payable under the Lease to the Lessor; and (f) To provide for the payment of the fees of the Managing Agent,if any. Without limiting the generality of the foregoing, Basic Expenses shall include: (1) All charges, costs, and expenses whatsoever incurred by the Association for or in connection with the administration and operation of the Project, including, without limitation,all rent and other amounts payable by the Association under the Lease to the Lessor; (2) Taxes, exclusive of real property taxes, assessed against the Project to the extent such taxes are not separately levied by the County or other governmental agency against each Owner; (3) Assessments and other similar governmental charges levied on or attributable to the Project to the extent such taxes are not separately levied by the County or other governmental agency against each Owner; (4) Insurance obtained pursuant to this Declaration; (5) Any liability whatsoever for loss or damage arising out of or in connection with the Project or any fire,accident, or nuisance within the Project; (6) Cost of repair, reinstatement, rebuilding and replacement of the Common Area and the Association Property; (7) The costs of all basic utility services, including water, electricity, natural gas, garbage disposal; telephone and any other similar service attributableto the Project to the extent that such taxes are not separately levied by the County or other governmental agency against each Owner; (8) Costs incurred by any committee established by the Board; (9) The unpaid share of any Assessment levied during the previous Fiscal Year against any Condominium for which a default in payment thereof has occurred,to the extent that the same becomes uncollectible; and (10) Wages, accounting and legal fees, management fees, and other necessary expenses of upkeep,maintenance, management and operation actually incurred with respect to the Project. 536341306520x8 4 Basic Expenses shall not include any expense constituting a Personal Charge or Individual Purpose Assessment. 1.10 "Board"means the Board of Directors of the Association. 1.11 `Budizet"means a proforma operating statement setting forth the Basic Expenses for a particular Fiscal Year. 1.12 `Building Module"means a three-dimensional airspace envelope shown, designated and described on a Condominium Plan as a"Building Module." A Building Module shall contain Units and Structural Common Area. 1.13 "Bylaws"means the Bylaws of the Association, as the same may be amended from time to time. 1.14 "Common Area"means(a)with respect to the Initial Phase,the Structural Common Area, and(b)with respect to Annexed Property, those interests in the Project held by Owners of Condominiums in the Annexed Property as tenantsf in-common. The Common Area is part of the"common area" as defined in Section 135l(b) of the California Civil Code. . 1.15 "Common Furnishings"means all furniture, furnishings,appliances and other personal property from time to time owned, leased or held by the Association for use in common by the Owners or for use by the Association in the operation,management, maintenance and repair of the Project. 1.16 "Condominium"means a condominium, as such term is defined in California Civil Code Section 1351(f). With respect to the Initial Phase, "Condominium"means (a) a Subleasehold Estate in a particular.Unit contained within a Building Module located on the Land, and(b) an undivided fractional interest in the Structural Common Area of the Building Module that contains such Unit,the numerator of which shall be one(1) and the denominator of which shall be the number of Units within that Building Module, all as more particularly described in Article III hereof and depicted on the Condominium Plan. 1.17 "Condominium Plan"means that certain instrument recorded on , 200_, as Instrument Number in the Official Records of Contra Costa County, California, and any other condominium plan for all or any portion of the Annexable Property recorded in the Official Records.of Contra Costa County, California, as such Condominium Plans may be modified, revised or amended from time to time. 1.18 "Condominium Unit"means the Unit of a Condominium. 1.19 "Consent of a Majority of Members"means the vote or written assent of(a)while there is a Class B membership, (i) Class A Members entitled to vote and who collectively own more than fifty percent(50%) of the total voting power vested in such Class A Members and(ii) Declarant, and (b) after there is no longer a Class B membership, Members entitled to vote and who collectively own more than fifty percent(50%)of the voting power vested in the Members, including Members other than Declarant who are entitled to vote and who collectively own more than fifty percent(50%) of the total voting power vested in such Members. 536341306520v8 5 1.20 "Consent of a Super-Majority of Owners"means the vote or written assent of(a) while there is a Class B membership (i)Non-Declarant Owners entitled to vote or so assent and . who collectively own seventy-five percent(75%)of the total voting power vested in such Non- Declarant Owners.and (ii)Declarant, and (b) after there is no longer a Class B membership, (i) Owners entitled to vote or so assent and who collectively own more than seventy-five Percent (75%)of the total voting power vested in such Owners and(ii)Non-Declarant Owners entitled to vote or so assent and who collectively own seventy-five percent(75%) of the total voting power vested in such Non-Declarant Owners. 1.21 "C ouniz,means the County of Contra Costa, California, a political subdivision of the State of California. 1.22 "Deannexation Date"means the date of any deannexation pursuant to Article XI hereof. 1.23 "Declarant"means Buchanan Hangars LLC, a Colorado limited liability company, or any successor-in-interest to Declarant either(a)by express assignment of the rights of Declarant hereunder by an instrument executed by Declarant, recorded in the Office of the Contra Costa County Recorder and filed with the Secretary of the Association, or(b) through foreclosure or acceptance of a deed in lieu of foreclosure of the interest of a beneficiary or mortgagee under a First Mortgage of Declarant's interest in the Project provided that such beneficiary or mortgagee also executes,records in the Office of the Contra Costa County Recorder and files with the Secretary of the Association an express assignment of the rights of Declarant hereunder. 1.24 "Declaration"means this Declaration of Covenants, Conditions and Restrictions for The Hangars at Buchanan Field Airport, as the same may be amended or supplemented from time to time in the manner herein provides. 1.25 "Declaration of Annexation"means an instrument recorded in the Office of the Contra Costa County Recorder in the manner and containing the information required pursuant to Section 11.3,below. 1.26 "Declaration of Deannexation"means an instrument recorded in the Office of the Contra Costa County Recorder in the manner and containing the information required pursuant to Section 11.4,below. 1.27 "Delinquent"when used to describe a payment;means that such payment is due to the Association hereunder and remains unpaid more than fifteen(15)days after the due date therefor. 1.28 "Eligible First Mortgagee"means those First Mortgagees or insurers or guarantors of First Mortgages who have made written request to the Association for notification of certain matters and actions. 1.29 `Estoppel Certificate"means a written statement setting forth the amount of any Delinquent Assessments,Delinquent Personal Charges or any other amounts unpaid to the Association with respect to a Condominium. 53634\30652Ov8 6 1.30 "First Mortgage"means, with respect to each Condominium, any first Mortgage . made in good faith and for value. . 1.31 "Fiscal Year"means the one(1) year period commencing on January 1 and ending on the next following December 31; provided,however,that the first Fiscal Year shall be the partial year period commencing on the Starting Date and ending on the next following December 31 and provided further that the Fiscal Year shall be subject to change by the Board. 1.32 "General Account"means the separate account(s)with a bank and/or savings and loan association selected by the Association into which all cash and cash equivalent receipts of the Association shall be deposited. 1.33 "Governing Instruments"means this Declaration,the Articles,Bylaws, Rules and Regulations and the Lease, as the foregoing may be amended or supplemented from time to time. 1.34 "Hangar Unit"means.each of the Units identified on Exhibit"C"attached hereto as a"Hangar Unit." 1.35 "Improvements"includes,but is not limited to,-sidewalks, bikeways,parking areas, landscape, irrigation, lighting, signs and walls and fences between the curb adjacent to any public right of way and the property line of the Project. 1.36 "Individual Purpose Assessment"means an assessment levied against a Condominium in an amount equal to the expense of the Association(a)for the maintenance, repair,replacement or operation of fixtures, equipment, utilities or other portions of the Common. Area or Association Property which provide exclusive service,to that Condominium(but less than all of the Condominiums), including the costs of insurance and utilities assessed in proportion to the same if separatelymeasured or otherwise can be fairly and equitably attributed to the Condominiums serviced thereby,or(b)resulting from the act or omission of the Owner of the Condominium or his Permitted User, including,without limitation,the cost to repair any damage to any portion of the Project or to repair or replace any Common Furnishings on account of loss or damage caused by such Owner or his Permitted User, the cost to satisfy any expense to any other Owner(s) or to the Association due to any intentional or negligent act or omission of such Owner or his Permitted User, or resulting from the breach by such Owner or his Permitted User of any provision of the Governing Instruments. 1.37 "Initial Phase"shall have the meaning ascribed thereto in Recital A, above. 1.38 "Limited Common Area"means,each part of the Land(or Annexed Property) designated on the Condominium Plan for the exclusive use of the occupant of a particular Condominium Unit or Condominium Units and shall include underground vaults,ramps, and utility equipment associated with or providing service to fewer than all of the Condominiums, which Limited Common Area shall be used in connection with the applicable Condominium Unit to the exclusion of the use thereof by the other Owners, except by invitation extended by the Owner of the Condominium Unit to which the Limited Common Area is appurtenant. 53634\306520v8 7 1.39 "Major Components" means.the major components of(1) the Common Area, including,but not limited to, the rooves and HVAC system, and/or(2) the major components of the Association Property, including, but not limited to,the common drives. 1.40 "Management Agreement"means an agreement between the Association and the Managing Agent for the management and operation of the Project. 1.41 "Managing Agent"means the managing agent, if any, whether individual or corporate,retained by Declarant, or by the Board, under contract, and charged, among other things,with the maintenance and upkeep of the Common Area and Association Property. 1.42 "Member"means a member of the Association. Membership in the Association shall be appurtenant to, and may not be separated from, ownership of a Condominium. . 1.43 "Mortgagee'means a mortgage or deed of trust. 1.44 "Mortgagee"means the beneficiary pursuant to a Mortgage recorded in the Office of the Contra Costa County Recorder. 1.45 "Non-Declarant Owners"means all Owners other than Declarant. 1.46 "Office Unit"means each of the Units identified on Exhibit"C"attached hereto as an "Office Unit." 1.47 "Original Conveyance Instrument"means, as to each Condominium, the assignment of sublease first executed after the date hereof conveying a Condominium to a non- Declarant Owner, excluding,however, any instrument which conveys all or substantially all of the interest in the Project then owned by Declarant and which expressly recites that it is not an Original Conveyance Instrument within the meaning of this Declaration. 1.48 "Owner(s)"means the person or persons whose interests, individually or collectively, constitute the aggregate;ownership of record of a Condominium,but excluding those having such interest merely as security for the performance of an obligation (unless such person has acquired title therein pursuant to foreclosure or any proceedings in lieu thereof). 1.49 "Permitted User"means, with respect to each Owner, any-person who comes upon the Project with the permission of that Owner, including,without limitation, members of such Owner's family,his guests, licensees or invitees. 1.50 "Personal Charges"means any monetary penalty(other than late payments) imposed by the Association as a disciplinary measure for the failure of a Member to comply with this Declaration or the other Governing Instruments. 1.51 "Project"shall have the meaning ascribed thereto in Recital C, above. 1.52 "Purchase Agreement"means a purchase and sale agreement by and among Declarant and the person or entity named therein as"Buyer"or"Purchaser"providing for the sale by Declarant and the purchase-by Buyer or Purchaser of a Condominium. 53634`306520v8 8 1.53 "Reconstruction Assessment"means an assessment levied by the Association against each Condominium for the purpose of raising funds to rebuild, restore or replace any portion of the Project suffering material damage, including,without limitation, any portion of the Lard suffering material damage the repair of which is the obligation of the Association under the Lease. 1.54 "Rent"means the monetary consideration to be paid by each Owner pursuant to the Sublease between that Owner and the Declarant(or,upon the assignment of the Declarant's interest in the Lease to the Association,between that Owner and the Association). 1.55 "Reserve.Account"means (a)one or more interest bearing accounts with one or more banks and/or savings and loan associations selected by the Association, or(b)one or more treasury bills and/or certificates of deposit,which account(s), treasury bills and/or certificates of deposit shall contain funds collected as and for-Reserve Expenses. 1.56 "Reserve Expenses"means the specific capital expenditures required to be made at any time and from time to time to provide for the repair,replacement or restoration of the Common Area and Association Property and for such other purposes as prudent business practice requires,including capital expenditures required to be made at any time and from time to time to provide for any repair, replacement or restoration of the Land required of the Association under the Lease. 1.57 "Rules and Regulations"means the rules and regulations adopted by the Board relating to the possession,use and enjoyment of the Project. 1.58 "Special Assessment"means an assessment levied against each Condominium to provide funds to the Association in the event the Basic Assessment proves inadequate, in an aggregate amount sufficient to provide for such inadequacy. 1.59 "Starting Date„means (a) for the purposes of Article VIII of this Declaration,(i) with respect to the Initial Phase,the first day of the first month following the month in which the first Original Conveyance Instrument(or memorandum thereof) for a Condominium is recorded in the Office of the Contra Costa County Recorder, and (ii) with respect to each group of Condominiums(each group referred to as an"Annexed Group")hereafter annexed under this Declaration, the date on which the first Original Conveyance Instrument(or memorandum thereof) for a Condominium within such Annexed Group is recorded in the Office of the Contra Costa County Recorder; and(b)except as used in Article VIII of this Declaration, "Starting Date"means the date on which the first Original Conveyance Instrument(or memorandum thereof) for a Condominium is recorded in the Office of the Contra Costa County Recorder. 1.60 "Structural Common Area"means the Building Modules excepting therefrom those portions shown on the Condominium Plan to be Units,and having the boundaries as described in the Condominium Plan. 1.61 . "Sublease"means a sublease of a particular Unit between the Declarant(or, upon assignment of Declarant's interest in the Lease to the Association,between the Association) as the sublessor and designating an Owner as the sublessee, substantially in the form attached hereto as Exhibit"D". 536341306520v8 9 1.62 "Subleasehold Estate"means a subleasehold estate in a particular Unit created pursuant to a Sublease. 1.63 "Termination Date"means , 2047;provided,however, in the event the term of the Lease is extended and notice of such extension is recorded in the Official Records of Contra Costa County, then the Termination Date shall be similarly extended. 1.64 "Termination Declaration"means an instrument recorded in the Office of the Contra Costa County Recorder in the manner and containing the information required pursuant to Section 12.3 hereof. . 1.65 "Unit"means the elements of a Condominium that are not owned in common with Owners of other Condominiums in the Project and consists of a separate interest in space, as defined in California Civil Code Section 1351(f). Each Uriit shall be separately shown, numbered and designated on a Condominium Plan and show include those portions of a building and the airspace so encompassed and as more particularly set forth in Article III, below. ARTICLE H SUBLEASES 2.1 Agreement to Comply with Sublease. Each purchaser of a Condominium within the Initial Phase, shall become the sublessee under a Sublease,for a Subleasehold Estate in a particular Unit as part of and concurrently with his or her acquisition of a Condominium within the Initial Phase. Each Owner agrees to be bound by and perform all of its obligations under his or her Sublease. 2.2 Rent. Each Owner agrees to pay Rent to the sublessor under his or her Sublease as and when required under such Sublease. 2.3 Condominium Unit Term. The term of each Sublease for the Initial Phase shall end on the Termination Date, unless earlier terminated pursuant to the terms of such Sublease. 2.4 Execution of Sublease. Except with respect to the Sublease of a Unit to the owner of the Condominium or as otherwise expressly authorized by this Declaration, the Association shall not sublease,transfer, assign or encumber the Association Property nor the Leasehold Estate. 2.5 Rental Reserve Fund. The first Non-Declarant Owner of each Condominium shall pay at the time of purchase a non-refundable contribution, to be held by the Association. upon assignment of the Lease by the Declarant to the Association, in the amount of one-half (1/2) of the annual rental under that Owner's Sublease. Such amounts shall not be considered advance payments of Basic Assessments but rather shall be held by the Association for application as rental due under the Lease in the event an Owner fails to pay Rent as set forth in Section 2.2, above. Such contribution shall not relieve an Owner from making regular payments of Rent as the same become due. Upon the transfer of a Condominium,an Owner(including Declarant if the Declarant previously paid such amount for that Condominium)may require a credit from that Owner's transferee for that Owner's contribution,but may not require and shall 53634\306520x8 10 not be entitled to any credit from the Association. The Declarant shall not use any of such funds to defray its expenses,reserve contributions or construction costs or to make up any budget deficits. 2.6 Relationship with Lease. No breach or amendment of the covenants, conditions and restrictions herein contained,nor the enforcement of any lien provisions herein, shall affect, impair, defeat or render invalid the Lease. Nothing in this Declaration,nor the Lessor's Consent attached hereto, shall be interpreted,deemed or construed to modify or amend the rights and interests of the County under the terms and provisions of the Lease. In clarification of the foregoing, compliance with the provisions of this Declaration shall not be deemed to be compliance with the provisions of the Lease. In the.event of a conflict between the terms and provisions of this Declaration and the terms and provisions of the Lease with respect to the use and disposition of the Project premises,the terms and provisions of the Lease shall control. ARTICLE III ESTABLISHMENT OF CONDOMINIUMS 3.1 Division of Property into Condominiums. Declarant, in order to establish a plan of leasehold condominium ownership for the.Initial Phase hereby divides the Initial Phase into the following separate elements. The elements described in Sections 3.1(a)through 3.1(e), shall each be included in the conveyance of an Initial Condominium: (a) ( )Units. A subleasehold interest in one of the Units within a Building Module located on the Land for the period commencing on the close of escrow for such Condominium and ending on the Termination Date, each of which Unit is separately shown,numbered and designated on the Condominium Plan for the Initial Phase (which Condominium Plan is made a part hereof as if fully set forth as an exhibit hereto) as a Unit,which shall be a separate element and, except as otherwise shown on the Condominium Plan, shall consist of the space bounded by and contained within the interior surfaces of the perimeter walls, floors, ceilings,windows and doors of the building containing such Unit. Each of such Units includes both the portions of the building so described and the airspace so encompassed, excepting therefrom bearing walls, columns, floors, roofs, foundation slabs, exterior wall surfaces and central services,pipes, ducts, chutes, conduits, wires, and other utility installations wherever located within the Units, excludmi g from this exception,however, (i).outlets thereof within the Unit, (ii) internal and external telephone or wiring designed to serve a particular Unit,but located outside the boundaries of such Unit,which are Limited Common Areas with respect to such Unit,and (iii)internal and external air-conditioning equipment designed to serve a particular Unit but located outside the boundaries of such Unit,which are Limited Common Areas with respect to such Condominium Unit. In interpreting declarations and plans,the existing physical boundaries of a Unit reconstructed in substantial accordance with the original plans thereof, shall be conclusively presumed to be its boundaries rather than the metes and bounds (or other description) expressed in the plan or declaration,regardless of settling or minor variance between boundaries shown on the Condominium Plan therefor or in the declaration and the boundaries of the building. 53634\306520v8 11 (b) Common Area. A separate element(each, a"Common Area Element") consisting of an undivided fractional ownership interest in the Structural.Common Area.of the Building Module in which such Unit is located,the numerator of which shall be one(1) and the denominator of which shall be the number of Units within that Building Module, until the Termination Date,at which time the Structural Common Area shall be surrendered to the Association pursuant to the terms of the Sublease. The Owners of the Common Area Elements in a particular Building Module shall hold such Common Area Elements as tenants-in-common, and each such Common Area Element shall be subject to those easements, restrictions and reservations which burden the Common Area as more particularly set forth in this Declaration and the rights of the Association set forth in this Declaration. (c) Limited Common Areas ("LCA"). Portions of the Land shall comprise "Limited Common Area" appurtenant to a particular Unit(or Units, as the case may be), as more particularly shown on the Condominium Plan, for the use of one or more but less than all of the Owners. (d) Appurtenant Easements. A non-exclusive easement and equitable right of use, appurtenant to each Unit for ingress to, egress from,parking and use and enjoyment of the Association Property(excepting therefrom any Limited Common Area which is appurtenant to other Units),which easement(s) shall be appurtenant to each such Condominium. (e) Association Property. Upon the assignment by the Declarant to the Association of the Declarant's interest under the Lease,the Land over which the Association . then shall hold the Leasehold Estate shall comprise Association Property. ARTICLE IV CONDOMINIUM USE RIGHTS 4.1 Transfer of Interest. No Owner shall sell, assign, transfer,hypothecate or encumber less than all of his interest.in his Condominium; provided,however, that nothing herein contained shall restrict the manner in which title to a Condominium may lawfully be held under California law (e.g.joint tenants,tenants-in-common, or the like). Any sale, assignment, transfer, hypothecation or encumbrance by any Owner which would have the effect of separating the Condominium from an Owner's rights as a Member of the Association, or which would have the effect of separating the undivided interest in the Structural Common Area comprising a portion of such Condominium from the Subleasehold Estate in the Unit of such Condominium, shall be null, void and of no effect. The transfer of any.Condominium shall be subject to the requirements of the Lease and any such transfer permitted under the Lease shall operate to transfer to the new Owner of the Condominium the interest of the prior Owner in all funds in the hands of the Association even though not expressly mentioned or described in.the instrument of transfer and without further instrument of transfer. 4.2 Separate Mortgages. Each Owner shall have the right to mortgage or otherwise to encumber(with up to.two (2)mortgages or encumbrances) all,but not less than all,of his interest in his Condominium. Subject to the provisions of Article VIII of this Declaration, any Mortgage with respect to a Condominium shall be subordinate to all of the provisions of the 53634\306520v8 12 Governing Instruments. In the event of foreclosure, the provisions of the Governing Instruments shall be binding upon the Owner whose title is derived through foreclosure by private power of sale,judicial foreclosure or otherwise. Notwithstanding any other provision of the Governing Instruments, no breach of the provisions herein contained,nor the enforcement of any lien created pursuant to the provisions hereof shall impair, defeat or render invalid the priority of the lien of any First Mortgage of any Owner's Condominium if such First Mortgage is recorded in the Office of the Contra Costa County Recorder and is given in good faith and for value. 4.3 Partition and Subordination of Tenancy-in-Common Attributes. (a) It is intended.that this Declaration shall govern all rights with respect to the use,possession, enjoyment,management and disposition of the Project and the interests therein. Accordingly, all rights with respect to the use,:possession, enjoyment,management or disposition of a Condominium, including the Structural Common Area with respect to a Condominium in the Initial Phase,which an Owner might otherwise have as a tenant-in-common (including,but not limited to, any common law or statutory right jointly to use,possess or manage commonly owned property) are hereby unconditionally and irrevocably subordinated to this Declaration for so long as this Declaration shall remain in effect; provided, however, that in the event that an election to terminate this Declaration is made pursuant to Section 12.3, an Owner shall have the rights specified in Section 12.3. (b) Except as provided in Section 12.3,below, no Owner or other person or entity acquiring any right, lien or interest in the Project shall seek or obtain, through any legal procedures,judicial partition of the Condominium Property or:the sale thereof in lieu of partition. If,however, any Condominium is owned by two (2) or more persons as tenants-in-common or as joint tenants or as community property,nothing herein contained shall prohibit a judicial sale of such Condominium in lieu of partition as between such co-tenants or joint tenants. 4.4 Protection of Interest., Except as provided in Section 4.2,no Owner shall permit his Condominium to be subject to any lien(other than the liens of current real property taxes), claim or charge, the enforcement of which may result in a sale or threatened sale of the Condominium of any other Owner or any part thereof or of the Common Area or in any interference in the use or enjoyment thereof by any other Owner. In the event of a threatened sale of the.Project or Condominium of any Owner or any part thereof, or should the use and enjoyment of any portion thereof by any Owner be threatened by.reason of any lien, claim or charge against the Condominium of any other Owner(the"Owner in Violation"),or should proceedings be instituted to effect any such sale or interference, any Owner(the"Curing Owner") acting on his own behalf or through the Association or the Association acting on behalf of any one or more Owners(if promptly indemnified to his or its satisfaction) may, but shall not be required to,pay or compromise.the lien, claim or charge without inquiry into the proper amount or validity thereof, and in such event,the Owner In Violation shall forthwith pay the amount so paid or expended to the Curing Owner or the Association, whosoever shall have paid or compromised the lien, claim or charge,together with such reasonable attorneys' fees and related costs as he or it may have incurred. No Owner shall permit his interest in any funds from time to time in possession of the Association to be subjected to any attachment, lien, claim or charge or other legal process, and each Owner shall promptly restore any funds held by the Association with respect to his Condominium to the extent depleted by the reason of the 53634\306520v8 13 assertion of any such attachment, lien, claim, charge or other legal process and shall reimburse the Association for all reasonable attorneys' fees or other costs incurred in respect thereof. 4.5 Easements. (a) Easement for Management, Operation, Maintenance,Use and Repair. The Association, for itself, its successors and assigns, and their agents, employees, contractors, subcontractors, and other authorized personnel, shall have the right and is hereby granted, for so long as the Association or its,successors and assigns shall be required hereunder to manage and maintain the Project, a non-exclusive easement in gross in, over and through the Project for the management, operation,repair and maintenance of the Common Area and Association Property. (b) Easement for Improvements. Easements over the Project for the installation'and maintenance of electric,telephone,water, cable TV, gas and sanitary sewer lines and facilities, and for drainage facilities as required for the subdivision map and-Condominium Plan of the Project, and as may hereafter be required or needed to service the Project, or for the benefit of the owners of any real property adjoining or in the vicinity of the Project, or for the. construction of all improvements to the Project to be made by Declarant, are hereby reserved by Declarant for the benefit of the Declarant and the Association. Declarant and the Association each shall have the power to grant and convey to any third party such easements. Each Owner, in accepting the conveyance of a Condominium, expressly consents to such easements and authorizes and appoints Declarant(so long as Declarant owns one or more Condominiums) or the President or Vice-President of the Association, as his or her attorney-in-fact to execute any and all instruments conveying or creating such easements. The power of attorney created hereunder is coupled with an interest and shall be irrevocable, and shall be a covenant running with the land and an equitable servitude. Declarant, for itself and its successors, assigns, agents, employees, contractors, subcontractors, and other authorized personnel, further reserves, until the date which is fifteen(15) years after the recordation of the then most recently recorded Original Conveyance Instrument(or memorandum thereof), a non-exclusive easement in, over and through the Project for the renovation,rehabilitation, remodeling, refurbishment and construction of the Project, including improvements to the Common Area and the Association Property. The use of the easements described above in this subsection shall not unreasonably interfere with or diminish the rights of Owners,Permitted Users,the Association or Declarant to occupy the Condominium Units and the Limited Common Areas appurtenant thereto, or to the reasonable use and enjoyment of the Common Area and the Association Property. (c) Easement for Sales, Resales, Customer Service and Related Purposes. Declarant, for itself and its successors, assigns, agents, employees, contractors, subcontractors and other authorized personnel, reserves, until the date which is fifteen(15) years after the recordation of the then most recently recorded Original Conveyance Instrument(or memorandum thereof), a non-exclusive easement in gross in, over and through the Project for the purposes of. (i)marketing and selling the Condominiums; (ii) maintaining customer relations and providing post-sales service to Owners; (iii) displaying signs and erecting, maintaining and operating, for sales and administrative purposes,model units and a customer relations, customer service and sales office complex in the Project; and(iv) showing the Units; provided,however, that use of such easement shall not unreasonably(1) interfere with or diminish the rights of Owners.or Permitted Users to use and occupy the Condominium Units and the Limited Common 53634L306520v8 14 Areas appurtenant thereto, or to the reasonable use and enjoyment of the Common Area and the Association Property,or(2) interfere with the use and occupancy of the Condominium Units, Common Area and Association Property by the Association as reasonably required to perform its obligations hereunder, all as provided in this Declaration and the Rules and Regulations. ° (d) Roads and Utilities. Declarant hereby reserves for itself and hereby grants to each Owner, the Association and.its Members (and retains for itself) a non-exclusive right for roadway, ingress, egress, access and for all utility purposes incidental thereto, over and upon all of the streets and drives existing or constructed by Declarant within the boundaries of the Project. The right hereby given to each Owner shall be appurtenant to and pass with title to each Owner's Condominium. The easement hereby reserved by the Declarant shall be both in gross and appurtenant to any Condominium owned at any time by Declarant, and may be conveyed by Declarant to the Owners, or any of them, of any Condominium, or in any other manner convenient or necessary to complete the improvements required on the Projector shown on the Condominium Plan. (e) Reciprocal Easement. Each Condominium within the Initial Phase shall be benefited by a non-exclusive easement and equitable right of ingress, egress,use and enjoyment in and to and throughout the Annexed Property(excluding the Units, Limited Common Area and Structural Common Area within the Annexed Property), and each Condominium within Annexed Property shall be benefited by a non-exclusive easement and equitable right of ingress, egress,use and enjoyment in and to and throughout the Initial Phase (excluding the Units, Limited Common Area and Structural Common Area within the Initial Phase); provided,however,that all such non-exclusive easements and equitable rights shall be subordinate to, and shall not interfere with, any exclusive use common area rights appurtenant to a Condominium Unit and shall be subject to the other easements established by this Declaration. Said easements are appurtenant to and shall pass with title to every Condominium. Said easements are for the benefit of the Condominiums and the Owners and their Permitted Users and such other classes of persons to whom the Board may, from time to time, and subject to the Rules and Regulations, extend the privilege of use and enjoyment of the Common Area and Association Property and ingress and egress for all of the purposes and uses hereinabove set forth. In furtherance of the establishment of these easements,the individual conveyance . instruments to the Condominiums may,but shall not be required to, set forth the foregoing easement. The right of Declarant and each person set forth above to use and.possess the Common Area and Association Property as set forth herein, shall be subject to and governed by the provisions of this Declaration and the other Governing Instruments. The Association shall have the authority to grant licenses or concessions with respect to all or any part of the Common Area or Association Property, subject only to the provisions of this Declaration, the Articles and Bylaws;provided,however, that any charges levied against the general public for any particular facilities shall not be less than charges levied against Owners for the same use.of the same facilities and such licenses or concessions shall not unreasonably interfere with or diminish the rights of Owners or Permitted Users to use and occupy the Condominium Units and the Common Area. Each Owner, in accepting the conveyance of a Condominium, expressly consents to the such licenses and concessions and appoints the President or Vice-President of the Association, as his or her attorney-in-fact to execute any and all instruments conveying or creating such licenses and concessions. The power of attorney created hereunder is coupled with an interest and shall be irrevocable, and shall be a covenant running with the land and an equitable servitude. 53634\306520v8 15 t (f) Utility Easements to Owners. The rights and duties of the Owners with respect to sanitary sewer and water, cable TV, electricity, gas and telephone lines and facilities shall be governed by the following. Wherever sanitary sewer house connections and/or water house connections or electricity, cable TV, gas or telephone lines are installed within the Project, which connections or any portion thereof lie in or upon Condominium Units owned by Non- Declarant Owners served by the said connections, the Association shall have the right, and is hereby granted an easement to the full extent necessary therefor, to enter upon the Condominium Unit or to have the utility companies enter upon the Condominium Unit in or upon which said connections, or any portion thereof exist, to lay,repair, replace and generally maintain said connections as and when the same may be necessary as set forth below. Such entry shall be during normal business hours, except for emergencies. Wherever sanitary sewer house connections and/or water house connections or electricity, cable TV, gas or telephone lines are installed within the Project,.which connections serve more than one Condominium, the Owner of each Condominium served by said connections shall be entitled to the full use and enjoyment of such portions of said connections as service his Condominium. In the event of a dispute between Owners with respect to the repair or rebuilding of said connections, or with respect to the sharing of the cost thereof,then, upon written request of one of the Owners addressed to the Association, the matter shall be submitted to the Board who shall decide the dispute, and the decision of the Board shall be final and conclusive on the parties. (g) Emergency Vehicle Access. There is hereby reserved to Declarant, for the benefit of the County, easements over the Project for fire department and other emergency vehicle access as needed to service the Project; provided,however, that such easements shall not unreasonably interfere with the use and enjoyment by the Owners of their Units or Limited Common Area,nor their reasonable use and enjoyment of the Common Area and the Association Property. In connection with the foregoing easement, Owners are prohibited from parking on or otherwise obstructing the streets, runways, common drives and other areas designated by the Association as"no parking" areas. Vehicles parked in violation of this 4.5(g) shall be subject to towing at the sole cost of the owner of such vehicle. 4.6 Encroachments. If any portion of the'Common Area encroaches upon any Condominium Unit, an easement for the encroachments and for the maintenance of same, so long as it stands, shall and does exist in favor of said Common Area. In the event any Condominium Unit is partially or totally destroyed, and then rebuilt, the Owners of such Units agree that minor encroachments of parts of the Common Area due to construction shall be permitted and that valid easements for said encroachment and the maintenance thereof shall exist. The Common Area is and always shall be subject to easements for minor encroachments of the Condominium Units. 4.7 Parking. Except as designated on the Condominium Plan as a Limited Common Area, no parking space within the Project shall be appurtenant to any Condominium Unit but rather shall be used on a first-come, first-served basis. The parking and operation of vehicles upon any portion of the Project shall be subject to the Rules and Regulations. 53634\306520v8 16 ARTICLE V USE RIGHTS AND RESTRICTIONS 5.1 Use Rights and Restrictions. (a) No part of any Hangar Unit shall be used for purposes other than the storage of aircraft and incidental uses and no part of any Office Unit shall be used for purposes other than for aviation and aviation-oriented professional, administrative and business offices and such other uses as are commonly found in an office building located at an airport. In no event shall a Hangar Unit or Office Unit be used in any manner not permitted by the Lease. (b) Notwithstanding anything in this Article V to the contrary, the restrictions in this Article V shall in no way restrict Declarant, or any of its partners, employees or affiliated entities, from using any Unit for purposes incidental to the completion, sale or lease of Condominiums and the exercise of Declarant's development rights,specifically including without limiting the generality of the foregoing,maintaining business offices, storage areas, signs,model units, sales offices and constructions offices and conducting sales,resales or leasing activities, and the Declarant and the Association shall have the right to maintain a management off ce for the Project within the Common Areas, the Association Property or one or more of the Units. (c) Each Owner shall be responsible for the maintenance,cleaning, repair and replacement of the interiors of his Unit,including the windows but excluding the entry, garage (if any) and hangar doors, and the Limited Common Areas appurtenant thereto (provided, however,with respect to any Limited Common Area comprising telephone wiring or air- conditioning equipment that is accessible only through portions of the Common Area other than the Limited Common Area and to which the Owner requires access for purposes of repair, replacement or maintenance,the Owner first shall coordinate access over such Common Area with the Association) in a clean, sanitary and attractive condition and shall keep the same free from rubbish, litter and noxious weeds and shall maintain in good condition and repair and adequately painted or otherwise finished all improvements located or from time to time placed within his Unit. No Owner or his Permitted-User shall permit anything to be done or kept in his Unit or within any other portion of the Project which violates any law, ordinance, statute, rule or regulation of any local, county, state or federal government or agency thereof or which violates the provisions of the Governing Instruments. If an Owner fails to perform such cleaning, maintenance, replacement.or repairand such failure is not cured by the Owner within thirty(3 0) days after written notice has been given to that Owner by the Association, the Association may perform the cleaning,maintenance, repair or replacement and all charges incurred by the Association in connection therewith shall constitute an Individual Purpose Assessment levied against that Owner's Condominium. The Association may further levy a Personal Charge in connection therewith in the amount of twenty-five percent (25%) of such costs incurred by the Association. (d) No Owner shall damage or injure in any way any portion of the Common Area or the Association Property. Any Owner who violates this Section shall reimburse the Association for all expenses incurred by it in remedying the damage caused by said Owner's 53634`306520x8 17 violation of this Section. Such expense shall be an Individual Purpose Assessment levied against that Owner's Condominium. (e) No Owner shall modify in any way any portion of the Common Area or the Association Property,nor perform any structural modification of a Unit, except with the prior written consent of the Board, and in the event of Board consent to any such proposed modification, each Owner shall be responsible for the compliance of modifications by that Owner with the Lease requirements, all applicable laws and governmental requirements, including acquiring all permits and paying associated fees. The.Board may require an Owner to submit drawings,plans;specifications, engineering reports, evidence of insurance, adequate security and such other information as the Board may deem to be appropriate in connection with any request for approval from the Board,which approval may be denied, granted, or granted with conditions in the sole discretion of the Board. In reviewing any plans, the Board may engage the services of architects, attorneys and engineers, and the reasonable cost thereof shall be an Individual Purpose Assessment levied.against the Condominium of the requesting party. No member of the Board, any officer of the Association,Declarant, or the Managing Agent shall be personally liable to any Owner, or to any other party, including the Association, for any damage, loss or prejudice suffered or claimed on account of any act, omission, error or negligence of the Association, the Board, the Managing Agent or any other representative or employee of the Association,Declarant, or any officer of the Association, or of Declarant,provided that such person has, upon the basis of such information as may be possessed by him, acted in good faith, and without willful or intentional misconduct. Any Owner who violates this Section shall reimburse the Association for all expenses incurred by it in connection therewith and such expense shall be an Individual Purpose Assessment levied against that Owner's Condominium. (f) . No garage or hangar doors shall be permitted to remain open except for temporary purposes, and the Board may adopt rules for the regulation of the opening of garage and hangar doors. (g) The foregoing prohibitions shall not modify or affect the obligation of each Owner for the prudent care and ordinary maintenance and upkeep of all property subject to his use. Declarant and each Owner,by accepting an Original Conveyance Instrument or any other transfer of a Condominium,hereby covenants and agrees to abide by the Governing Instruments. 5.2 Insurance. (a) Except for the storage of aircraft, no Owner shall do or place anything in any Unit or within any other portion of the Project(i)which will increase the rate of insurance carried by the Association on the Project without the prior written consent of the Board or(ii) which would result in the cancellation of insurance carried by the Association for the Project, or any portion thereof. ` (b) Each Owner shall carry insurance coverage on the aircraft and all other items of personal property belonging to that Owner and his Permitted Users and shall carry general liability insurance for damage to persons or property as required by that Owner's Sublease. Owners may carry other insurance for their benefit and at their expense,provided that 53634\306520v8 18 all such policies shall contain waivers of subrogation and provided further that no liability of the . carriers issuing insurance obtained by the Association shall be affected or diminished by reason of any such additional insurance carried by an Owner. 5.3 Offensive Activity. No noxious or offensive activity or conduct shall be carried on by any Owner or Permitted User within any portion of the Project nor shall anything be done therein or thereon which may or would become an annoyance or nuisance to other Owners or occupants. 5.4 Sim. No sign or billboard of any kin&(including but not limited to commercial or political signs) shall be displayed to the public view within the Project, except for: (a) directional signs established by the Declarant or the Association; (b) such signs as may be required for legal proceedings; (c) Unit identification signs of a combined total face area of one hundred forty-four(144) square inches or less for each Condominium; (d) during the time of construction of any improvement, a job identification sign not larger than twenty-four(24)by thirty-six (36) inches in height and width and having a face area not larger than three (3) square feet; (e) signs advertising Condominiums"for sale"or"for rent"which signs shall be of customary and reasonable dimensions and of a professional type and dignified appearance; (f) signs,billboards and other advertising devices or structures used by Declarant in connection with the development, subdivision, advertising and sale of the Project and Condominiums therein; and (g) such signs as are permitted to be displayed on an Owner's Unit or Limited Common Area pursuant to Civil Code Section 1353.6 and which do not, in the Association's judgment,pose a danger or threat to public health or safety. 5.5 Debris. No rubbish, trash or garbage or containers therefor shall be allowed to accumulate on the Project outside the Condominium Units except in locations specifically designated by the Board for such use. 5.6 Indemnity. Each Owner shall indemnify and hold the Association and the other Owners harmless from and against all loss and damage resulting from any action or activity committed by such Owner or such Owner's Permitted Users in violation of the Governing Instruments. At its own initiative or upon the written request of any Owner(and if the Association determines that further action by it is proper),.then, after affording the Owner a reasonable opportunity to be heard by the Board,the amounts to be indemnified shall be an Individual Purpose Assessment levied against that Owner's Condominium. 53634M6510v8 19 5.7 Exceptions. The restrictions set forth in this Article V shall not and do not apply to any of the following: (a) Any act done or proposed to be done upon the Project, or any condition created thereon,by any governmental agency or entity, or the agents or employees of any governmental entity acting in the scope of their authority as such agents or employees; (b) Any act done or proposed to be done upon the Project,or any condition created thereon,by any utility company(including,but not limited to, companies furnishing electric, gas,water, telephone, cable television and/or sewer service to all or parts of the Project), or the agents or employees of any such company, which act could be done by such company were this Declaration not made; (c) Any act done or proposed to be done upon the Project, or any condition created thereon,by Declarant, or its successors, assigns, agents, employees or contractors, in connection with the marketing and sales by Declarant of the Condominiums,or in connection with the exercise of any easement reserved to Declarant in this Declaration; provided,however, that any such acts,proposed acts or conditions created upon the Project shall be reasonably related to Declarant's activities in connection with the Project regarding sales, marketing and the exercise of easements reserved herein and, further, shall not unreasonably restrict the Members in their use and enjoyment of the Condominium Units, the Common Area and the Association Property; (d) Any act done or proposed to be done upon the Project, or any condition created thereon,which act or condition has been approved in advance by the Board acting within its authority under this Declaration; and (e) Any act done or proposed to be done upon the Project, or any condition created thereon,by any person pursuant to court order, or the order of any public officer or public agency; provided, however,that the orders contemplated in this subparagraph are only those which are the result of action initiated by public officers or agencies and which embody mandatory requirements with penalties for non-performance, and are not those orders which result from the application of private parties or are merely permissive. ARTICLE VI ASSOCIATION 6.1 Membership in the Association. Each Owner, including Declarant but excluding persons or entities who hold an interest merely as security for the performance of an obligation, shall automatically, upon becoming an Owner,become a Member of the Association and shall remain a Member thereof until he ceases to be an Owner. 6.2 Membership Rights and Duties. Each Member shall have the rights, duties and obligations set forth in this Declaration and the other Governing Inst r Iments, as said documents may be amended from time to time. i I 536341306520v8 20 6.3 Transfer of Membership. The membership of each Owner in the Association is appurtenant to and-inseparable from his ownership of a Condominium and shall be automatically transferred upon any authorized assignment or transfer of the ownership of Condominium.to any assignee or transferee and shall not be assigned, transferred,pledged, conveyed or alienated in any way except upon the transfer of title to said Condominium. Any attempt to make a prohibited transfer shall be void. 6.4 Voting and Types of Membership. (a) Number of Votes. The Association shall have two (2)classes of voting membership: (1) Class A. Class A Members shall be all Owners except Declarant, but upon conversion of the Declarant's membership from Class B membership to Class A membership, shall be all Owners including Declarant. Each Class A Member shall be entitled to one(1) vote for each Condominium'owned by that Member. When more than one(1)person is the Owner of a Condominium, all such persons shall be Members;provided,however, in no event shall more than the vote specified above be cast with respect to any Condominium. (2) Class B. The Class B Member shall be the Declarant, who shall be entitled to three(3) votes for each Condominium owned by the Declarant. Class B membership shall cease and Declarant's membership shall be converted to Class A membership (entitling Declarant to one(1)vote for each Condominium owned instead of three (3)votes)on the tenth (10`h)anniversary of the Starting Date. (b) Joint Owners Disputes. The vote for each Condominium must be cast as a single unit and fractional votes shall not be allowed. In the event that the joint Non-Declarant Owners of a Condominium are unable to agree among themselves as to how their one(1)vote shall be cast, they shall:lose their right to vote on the matter in question. If any Non-Declarant Owner casts a vote representing a Condominium, it will thereafter be conclusively presumed for all purposes that he was acting with the authority and consent of all Owners of the same • Condominium. In the event more than one(1) vote is cast for a particular Condominium owned by a Non-Declarant Owner,none of said votes shall be counted,however, the voting right for such particular Condominium shall.count for purposes of determining a quorum. (c) Board. The affairs of the Association shall be managed by a Board which shall consist of the number of directors set forth in the Articles or Bylaws. From the date of formation of the Association until the termination of Declarant's control as provided below, Declarant shall have the right to appoint and remove all members of the Board and all officers of the Association. The period of Declarant's control of the Association shall terminate upon the first to occur of(i) sixty(60) days after conveyance of seventy-five percent(75%) of the Condominiums to Non-Declarant Owners, (ii)two (2) years after the last conveyance of a Condominium by Declarant in the ordinary course of business; or(iii) four(4) years after the Starting Date. Declarant may voluntarily surrender the right to appoint and remove officers and members of the Board before termination of the period of Declarant's control,.but, in that event, Declarant may require, for the duration of what otherwise would have been the period of Declarant's control, that specified actions of the Association or Board, as described in a recorded 53634\306520v8 21 instrument executed by Declarant,be approved by Declarant before they become effective. Within sixty(60) days after the Owners other than Declarant elect a majority of the Board, Declarant shall deliver to the Association all property of the Owners and the Association held or controlled by Declarant. (d) Commencement of Voting Rights. Voting rights attributable to a Condominium shall not vest until assessments have been levied thereon in accordance with the provisions of Section 8.4, below. ARTICLE VII MANAGEMENT 7.1 Powers and Duties Generally. The maintenance.and repair of the Common Area and the Association Property, and any alterations or additions thereto, shall be vested in the Association. The Association, acting alone(through the Board, its officers, or other duly authorized representatives)may, subject to the provisions of the Governing Instruments, exercise any and all rights and powers herein enumerated and, except as specifically limited herein, all the rights and powers of a nonprofit mutual benefit corporation under the laws of the State of California. 7.2 Specific Powers and Duties of the Association: The Association shall have the power and the duty(i)to.maintain and repair the Common Area and Association Property in a first class condition, free from waste and debris, and in accordance with all applicable laws, rules, ordinances and regulations of all federal, state, and local bodies and agencies having jurisdiction, at the Association's sole cost and expense, (ii)to acquire(by lease or purchase), maintain, repair and replace the Common Furnishings, (iii) to levy, collect, and enforce the Assessments and Personal Charges enumerated.in this Declaration, and (iv) to pay, as agent, the expenses and costs enumerated in this Declaration. The Association shall have the power to do all things that are required to be done,by it pursuant to this Declaration. The following powers and duties are in amplification and not limitation of the foregoing powers and duties. (a) Bank Accounts. The Association shall have the power and duty to deposit all funds collected from Owners by the Association in connection with its rights and duties hereunder as follows: (1) All funds shall be deposited in the General Account(s). Funds deposited in the General Account(s)may be used by the Association only for the purposes for which such funds have been collected. (2) Within,thirty(30) days after deposit in the General Account(s), all amounts collected for Reserve Expenses shall be deposited in the Reserve Account(s). The Association shall keep accurate books and records reflecting the amount in the Reserve Account(s) attributable to each Owner. Funds deposited in the Reserve Account(s) shall be held in trust and, except as set forth in Section 8.6(b),below, may be used by the Association only for the specific purposes for which such funds have been collected,which purposes shall be limited to the repair,restoration, replacement, or maintenance of Major Components. Interest, if any, 536341306520v8 22 earned on funds deposited in the Reserve Account(s) shall be accumulated therein and shall be used only for payment of Reserve Expenses and any taxes incurred by the Association as a result of the earning of such interest. (b) Budget. (1) Not less than forty-five (45) days and not more than sixty(60)days prior to the beginning of each Fiscal Year of the Association, the Board shall distribute to each Member the Budget for the upcoming Fiscal Year which shall specifically include the following items: (a) a statement of estimated revenue and expenses on a cash basis; (b) a summary of the Association's reserves based-upon the most recent review; (c) a statement as to whether the Board has determined or anticipates that the levy of one(1) or more Special Assessments will be required to repair, replace or restore any Major Component or to provide adequate reserves therefore; and (d) a general statement setting forth the procedures used by the Board in the calculation and establishment of reserves to defray the costs of future repair, replacement or additions to the Common Areas, the Association and the Common Furnishings. (2) In lieu of the distribution of the Budget set forth in this subsection (b), the Board may elect to distribute a summary of the Budget to all of its Members with a written notice that the Budget is available at the business office of the Association or at another suitable location within the boundaries of the Project and that copies will be provided upon request and at the expense of the Association. If any Member requests copies of the Budget, including the statements described in this Section,the Association shall provide copies to the Member by first-class mail at the expense of the Association and mailed within five(5) days. The Budget must also be made available to First Mortgagees upon their submission of a written request for it. (c) Rent; Original Conveyance Instruments. The Association shall have the power and duty to enforce the Original Conveyance Instruments,perform its obligations as lessee under the Lease and sublessor under the Original Conveyance Instruments, including without limitation,the collection of Rent from each Owner as provided for in the Original Conveyance Instruments,together with any other sums due to Declarant on account of such Owner's Condominium, and the Association shall pay to the Declarant(or to Declarant and/or Lessor if written request to do so is received from Declarant, and upon assignment of Declarant's interest in the Lease to the Association,to the Lessor)the sums collected from the Owners under the Original Conveyance Instruments; provided,however, that the Association may engage a bank, savings and loan association or other entity to perform such duties on its behalf and may include the cost thereof in the maintenance costs of the Association. Rent collected by the Association shall be collected monthly and concurrently with the Basic Assessments, although until Declarant's interest in the Lease is assigned to the Association,the Rent shall not be 53634�306520v8 23 included as a part of the Basic Assessment but instead shall be collected by the Association as Declarant's agent and not as principal. (d) Contracts. In addition to the limitations and restrictions enumerated in the Governing Instruments, and without limiting the generality thereof, the Board shall have the right to enter into,make, perform or enforce contracts, licenses, agreements and/or rights of way for the use by Owners and their Permitted Users, all of which shall be terminable with or without cause upon thirty(30) days prior written notice. (e) Delegation. The Association shall have the power to delegate the authority and responsibilities of the Association hereunder to one or more agents, including, without limitation, the Managing Agent as provided for in Section 7.3 below. (f) Filing of Civil Action. The Association shall have the duty to provide,not later than thirty(30) days prior to the filing of an civil action by the Association against the Declarant or other developer of the Project for alleged damage to the Common Areas or Association Property, a written notice to each Member,which notice shall specify all of the following: (1) That a meeting will take place to discuss problems that may lead to the filing of a civil action; (2) The options, including civil actions, that are available to address the problems; and (3) The time and place of such meeting. Notwithstanding the foregoing, if the Association has reason to believe that the applicable statute of limitations will expire before the Association files the civil action,the Association may give the notice described in this subsection within thirty(30) days after the filing of the action. (g) Inspection of Books and Records. (1) The Association shall have the power and duty to open, at any reasonable time during usual business hours, the books and records of the Association for inspection by any Member or Member's Mortgagee upon the written demand by such Member or Member's Mortgagee; provided, however,that the Association shall be obligated to open its books and records for inspection by a Member only if the Member requests such inspection for a purpose reasonably related to the Member's interests as a Member. The inspection may be made in person or by an agent or attorney and shall include the right to copy and make extracts. The Association shall not be required to prepare audited statements unless requested in writing to do so by a First Mortgagee. If there is no audited statement available for the immediately preceding Fiscal Year,the Association will prepare and furnish one within a reasonable time after a request therefor by a First Mortgagee. (2). The Board shall have the power and duty to establish reasonable rules with respect to (A) notice to be given to the custodian of records by the person desiring to 53634\306520v8 24 make the inspection; (B)hours and days of the week when such an inspection may be made; and (C)payment of the cost of reproducing copies of documents requested by a Member or Mortgagee. (3) Each director of the Association shall have the absolute right at any time to inspect all books,records and documents of the Association and the physical properties owned or controlled by the Association. The right of inspection by a director of the Association includes the right to make extracts and copies of documents. (4) The Board may authorize the temporary transfer of money from the Reserve Account(s)to the Association's General Account(s)to meet short-term cash flow requirements or other expenses,provided the Board has made a written finding,recorded in the- Board's minutes, explaining the reasons that the transfer is needed, and describing when and how the money will be repaid to the Reserve Account(s). The transferred funds shall be restored to. the Reserve Account(s) as soon as practicable and in no event later than one (1) year after the date of the initial transfer, except that the Board may,upon making a finding supported by documentation that a temporary delay would be in the best interests of the Project,temporarily delay the restoration. The Board shall exercise prudent fiscal management in maintaining the integrity of the Reserve Account(s), and shall not authorize the expenditure of reserve funds for uses other than the repair,restoration, replacement or maintenance of the Common Areas and/or Association Property for which the Reserve Account(s)was established which cumulatively exceeds five percent(5%) of the budgeted gross expenses for the current Fiscal Year without concurrently authorizing a Special Assessment which will restore reserves to adequate levels as determined by the Reserve Account Study. Any such Special Assessment shall be subject to the five percent(5%) limitation specified in Section 8.6(b), below. (5) Notwithstanding anything to the contrary set forth in this Declaration, funds from the Reserve Account(s) shall not be used to fund litigation,nor shall funds from the Reserve Account(s)be temporarily transferred to fund litigation. (h) Insurance. . (1) Insurance to be Obtained. To the extent not procured by the Lessor or the Declarant as tenant under the Lease, under circumstances where the Association is an additional insured, the Association shall have the power and duty to obtain and pay the cost of (a) On and after the Starting Date, insurance against loss or damage to the Common Area and the Association Property, including,without limitation, machinery used in the service of the Project,by fire and other risks and hazards customarily covered by an insurance policy written on an all risk basis, including, to the extent available at a reasonable cost, earthquake and environmental impairment risks. The stipulated amount of such insurance shall be based on the full replacement cost thereof at the time and place of loss, and the Association shall either(i) annually update such stipulated full replacement cost amount to reflect the then-current estimated full replacement cost thereof, or(ii)procure and maintain an endorsement which provides for full reimbursement for the actual cost of repair or replacement thereof,without deduction for depreciation. 536341306520x8 25 (b) On and after the Starting Date, insurance against hazards such as burglary and theft covering the Common Furnishings and to the extent available at a reasonable cost, the personal property on the Project in the possession of the Association, its agents or employees. The Association and the Managing Agent shall have no responsibility for insurance.coverage on the aircraft and all other items of personal property belonging to an Owner or Permitted Users. (c) Insurance against loss or liability due to injury to, or destruction of personal property belonging to Owners or Permitted Users while located within the Project, including without limitation loss due to claims for bodily injury, death and property damage with a combined single limit liability with regard thereto of not less than$1,000,000.00 per occurrence. The Association shall also procure and maintain one (1) or more umbrella liability insurance policies against loss or damage due to claims for personal injury, death and property damage with a limit with regard thereto of not less than $2,000,000.00 per occurrence. (d) To the extent available at a reasonable cost, directors' and officers' liability insurance, workers' compensation insurance and any other insurance deemed necessary or desirable by the Association. Such other policies of insurance shall cover such risks, be written by such insurers, and be in such amounts as the Association shall deem . necessary and proper under the circumstances. The Association shall cause to be covered by a fidelity bond or insurance providing for a blanket crime endorsement, any employee or agent of the Managing Agent or the Association who may have charge of funds of any Owner or Permitted User or of the Association. .The loss coverage under any such bond or policy shall not be less than the maximum amount of funds of the Association over which the principals under the bond or policy may reasonably be expected to have control or access at any time. Notwithstanding any of the specific insurance requirements contained in this Section 7.2(h), the Association shall maintain all insurance required under the Lease other than those policies covering personal property of the Owners, and the Association may also consider in determining the types and amounts of insurance it needs to obtain, the then-existing requirements of First Mortgages. All insurance policies obtained by the Association hereunder shall name all Owners (as a class),Declarant(individually) and Lessor(individually) as additional insureds, and shall contain a standard non-contributory First Mortgagee's clause in favor of each Eligible First Mortgagee and a provision that it cannot be cancelled or materially altered by either the insured or the insurance company until thirty(30) days' prior written notice thereof is given to the Association, each additional insured and to each Eligible First Mortgagee. Liability insurance shall contain.appropriate waivers of subrogation against any Owner or member of such Owner's household, and a provision that no act or omission by an Owner, unless acting within the scope of his authority on behalf of the Association; will void the policy or operate as a condition to recovery by any.other person under such policy. No policy of insurance of which the Association or its designee is a beneficiary shall include a deductible clause in an amount which is greater than the lesser of$10,000.00 or one percent (I%) of the face amount of the policy. Any loss falling within the deductible portion of such policy shall become a Basic Expense shared by all of the Owners;provided,however, if the loss covered by such claim resulted from the act or negligence of an Owner or an Owner's Permitted Users, the amount of such loss shall constitute an Individual Purpose Assessment levied against that Owner's Condominium. If at the time of any loss under any policy which is in the name of the 53634`306520v8 26 Association, there is other insurance in the name of any Owner and such Owner's policy covers the same property or loss, or any portion thereof, which is also covered by such Association policy, such Association policy shall be primary insurance not contributing with any of such other insurance. An Owner shall be;liable to.the Association for the amount'of any diminution of insurance proceeds to the Association as a result of policies of insurance of such Owner and for reimbursement to the Association for the deductible under the Association's insurance policy; provided that if such amount(s) are not repaid to the Association within ten (10)days after the Association having given notice to the Owner of the total of such amount(s), from time to time, then the failure to so repay shall constitute an Individual Purpose Assessment levied against such Owner's Condominium. (i) Lease. The Association shall have the power and duty to accept the assignment of the Lease from the Declarant on such date as Declarant provides such assignment to the Association(and Declarant shall assign the Lease to the Association on or before the close of escrow for the last Condominium owned by Declarant within the Project), and upon such acceptance, the Association shall have the power and duty to perform the obligations of the lessee thereunder. The.Association shall not terminate the Lease except in conjunction with termination of this Declaration according to the terms of this Declaration. (j) Legal and Accounting. The Association shall have the power to obtain and pay the cost of legal and accounting services necessary or proper in the maintenance and' repair of the Common Area and Association Property and the enforcement of the Governing. Instruments. (k) Levy and Collection of Assessments. The Association shall have the power, and shall have the duty to take such action as the Board deems reasonable, (i)to levy, collect and enforce Assessments against the Owners in the manner provided in Article V and Article IX hereof in order to pay the Basic Expenses, including without limitation the expense of maintaining and repairing the Common Area and the Association Property(including the fee of the Managing Agent), and(ii) to do.all things necessary to enforce each Owner's obligations. hereundef. (1) Maintenance and Repair. The Association shall have the power, and to the extent deemed necessary or proper by the Board for the maintenance and repair of the Common Area and Association Property, the duty,to do the following: (i) repair,maintain,repaint, furnish or refurnish the Common Area and Association Property; (ii) establish reserves for anticipated costs,including the costs of acquisition and replacement of Common Furnishings; and(iii) acquire and pay for materials, supplies, furniture, furnishings, labor or services. (m) Assignment of Right to Future Income. Subject to the limitations set forth in Section 7.4,below, the Association shall have the power to assign its right to future income, including the right to receive Basic Assessments (but excluding Rents for so long as Declarant remains the tenant under the Lease), in accordance with the following procedure. After approval by the Board and its determination that the proposed assignment of future income is in the best interest of the Association and is consistent with the sound management of the Project,together with an explanation, in such detail as the Board may deem appropriate, of the justification for such assignment of future income,the terms and conditions of the proposed assignment of future 53634�306520v8 27 income must be approved by Owners entitled to vote and holding at least eighty percent(80%) of the voting power of the Association. Notwithstanding anything set forth above in this Section 7.2(m) or in Section 7.4,below,the Association, during such time as the Association is the tenant under the Lease, may assign its interest in the Subleases (and all rentals and income arising therefrom)to the Lessor as security for the performance of the Association's obligations under the Lease. (n) Right of Entry. The Association shall have the right, at any reasonably necessary time, whether or not in the presence of an Owner,to.enter upon any Condominium Unit or Limited Common Area for the purpose of(i)making emergency repairs therein, (ii) abating any nuisance or any dangerous,unauthorized,prohibited or unlawful activity being conducted or maintained in such Condominium Unit or Limited Common Area, (iii)protecting the property rights and welfare of any Owner or Permitted User, or(iv) for any other purpose reasonably related to the performance by the Association of its duties and obligations under the terms of this Declaration. Such right of entry shall be exercised in such a manner as to avoid any unreasonable or unnecessary interference with the possession, use and enjoyment of the rightful occupant of such Condominium Unit or Limited Common Area and shall be preceded by reasonable notice to such occupant whenever the circumstances permit. Any action taken by the. Association pursuant to the foregoing provisions of this subsection must be reasonably related to the performance by the Association of its responsibilities under the terms of this Declaration. (o) Rules and Regulations. The Association shall have the power and duty,to adopt,publish and enforce(to the extent deemed necessary and proper by the Board), from time to time, Rules and Regulations relating to the possession, use and enjoyment of the Project which Rules and Regulations shall be consistent with the provisions of the Governing Instruments. (p) Estoppel Certificates, Governing Instruments. (1) The Association shall have the power and duty to issue an Estoppel Certificate within ten(10) days of the mailing or delivery of a request therefor by any Owner, Mortgagee,prospective Mortgagee,purchaser or other prospective transferee of a Condominium. Such Estoppel Certificate shall be binding upon the Association in favor of any person who may rely thereon in good faith. (2) The Association shall have the power and duty to provide a copy of the then-current Governing Instruments and Budget within ten(10) days of the mailing or delivery of a request therefor by any Owner. (3) The Association shall have the power to charge the recipient a fee for providing the Estoppel Certificate and other requested documents,which fee shall not exceed the reasonable cost of preparation and/or reproduction thereof. (q) Taxes and Assessments. The Association shall have the power and duty to pay all taxes and assessments and other costs affecting or relating to the Project or the Common Furnishings not otherwise directly assessed against each Owner and shall have the power to discharge, contest or protest liens or charges affecting the Project. 536341306520x8 28 (r) Utilities. The Association shall have the power and duty to obtain and pay the costs of water,electrical,telephone, cable television, gas,refuse pick-up, garbage disposal and other utility services for the Common Area and Association Property. (s) Notices. The Association shall distribute to each Owner annually(i)not less than thirty(30) days nor more than ninety(90) days prior to the beginning of the fiscal year a statement regarding the Association's policies and procedures with respect to the matters set forth in Section 9.2, (ii) not less than sixty(60) days prior to the beginning of the fiscal year,a notice regarding assessments and foreclosure in the form required by California Civil Code Section 1365.1(b), and(iii) at the time the pro forma Budget is distributed or in the manner prescribed in California Corporations Code Section 5016,the summary required by California Civil Code Section 1369.590 regarding alternative dispute resolution, which summary shall include(1) the following language(or such alternative language as may be required by an amendment or successor statute to California Civil Code Section 1369.590): "Failure of a member of the association to comply with the alternative dispute resolution requirements of Section 1369.520 of the Civil Code may result in the loss of your right to sue the association or another member of the association regarding enforcement of the governing documents or the applicable law"and(2) a description of the internal dispute resolution procedure set forth in 13.1(b). (t) Other Necessary Acts. The Association shall have the power to do all other things or acts deemed by the Association to be necessary, desirable or appropriate for the maintenance, repair and replacement of the Common Area and Association Property. 7.3 Authority and Duty to Engage Manama a Agent. The Association shall have the authority to engage a reputable firm as the Managing Agent for the Project pursuant to a Management Agreement. Any such agreement shall provide for termination by either party thereto,with or without cause and without payment of a termination fee, upon not more than thirty(30) days' prior written notice. 7.4 Limitation on Powers of the Board. Notwithstanding the powers of the Association set forth in Section 7.2, above,the Board shall not take any of the following actions without the Consent of a Majority of the Members: (a) Sell, transfer, assign or encumber the Common Area or Association Property or any asset of the Association with an aggregate fair market value in excess of five percent (5%) of the budgeted gross expenses of the Association for that fiscal year; (b) Pay compensation to directors or to officers of the Association for services performed in the conduct of the Association's business;provided,however, the Board may cause a director or officer to be reimbursed for expenses incurred in carrying on the business of the Association; (c) Incur aggregate indebtedness in excess of five percent(5%) of the budgeted gross expenses of the Association for that Fiscal Year; or 536341306520v8 29 (d) Incur aggregate expenditures for capital improvements to the Common Area or the Condominium Property in excess of five percent(5%) of the budgeted gross expenses of the Association for that Fiscal Year. 7.5 Limited Liability. Neither the Association nor the Managing Agent shall be responsible for the acts, omissions or conduct of any Owner or Permitted User or for the breach of any of the obligations of ariy Owner or Permitted User. To the fullest extent permitted by law, no member of the Board or any committee of the Association or any officer of the Association shall be personally liable to any Owner, or to any other party, for any damage, loss or prejudice suffered or claimed on account of any act, omission, error or negligence or the like of the Association, the Board, any committee of the Association,the manager or any other representative or employee of the Association,Declarant or any officer of the Association, provided that such person has, upon the basis of such information as may be possessed by him, acted in good faith and without willful or intentional misconduct and within which such person reasonably believed to be the scope of his or her duties. ARTICLE VIII ASSESSMENTS AND PERSONAL CHARGES '8.1 Creation of Personal Obligations For Assessments. From and after the Starting Date, Declarant, for each Condominium owned by Declarant,hereby covenants, and each Owner of a Condominium,by acceptance of the conveyance thereof,whether or not it shall be so expressed in the Original Conveyance Instruments, shall be deemed to have covenanted and agreed;for each such Condominium owned,to pay to the Association all Assessments which shall be established, made and collected as hereinafter provided. Personal Charges shall not be deemed to be Assessments for any purposes hereunder. The Assessments,together with interest thereon, costs and reasonable attorneys' fees shall be the personal.obligation of each Owner at the time each Assessment becomes due and payable and shall be a lien and charge upon the Condominium against which such Assessment is made. Subject to the provisions of Section 9.2(b),below, the personal obligation for delinquent Assessments shall not pass to successors-in- title.unless expressly assumed. No Owner may waive or otherwise avoid liability for the Assessments by non-use of his Condominium or any part of the Project or any abandonment thereof. 8.2 Purpose of Assessments. Assessments shall be used exclusively to promote the recreation,health, safety and welfare of the Owners,to maintain,repair and improve the Common Area and Association Property, and to reimburse expenses incurred by the Association and other expenditures incurred in the performance of the duties of the Association as set forth in this Declaration. 8.3 Increase and Reduction of Budget. (a) In the event of annexation of all or a portion of the Annexable Property pursuant to Article XI hereof,the Board shall,not later than sixty(60) days following the Annexation Date,cause to be prepared a supplemental Budget showing an increase in the Basic Expenses for the applicable Fiscal Year attributable to the addition of Common Area or 53634\306520v8 30 Association Property to the Project caused by such annexation,prorated for the remainder of the Fiscal Year from such Annexation Date, and shall levy a Basic Assessment as of the Starting Date for such annexed Condominiums. (b) In the event of deannexation pursuant to Article XI, the Board shall,not later than sixty(60) days following.the Deannexation Date, cause to be prepared a supplemental Budget showing a decrease in the Basic Expenses for the applicable Fiscal Year attributable to the deannexation of Common Area or Association Property from the Project caused by such deannexation, all prorated for the remainder of the Fiscal Year from such Deannexation Date. (c) Each Owner hereby further agrees that in the event the Board shall determine at any time during the Fiscal Year that the Budget is, or will be, in excess of the amounts needed to meet the Basic Expenses (other than Reserve Expenses), respectively, for such Fiscal Year, the Board shall have the authority, exercisable in its sole discretion, to cause to be prepared an estimate of the amount of such excess, which excess shall then be subtracted from the previously prepared Budget for the Fiscal Year to which such excess is applicable. The Basic Expenses reflected in the reduced total Budget shall then be allocated among the Owners in the same ratio as provided in Section 1.8 of this Declaration. Except as may be determined by the Owners on an annual basis, (i)no Owner shall,by reason of such reduction,be entitled to a refund of all or any portion of any Basic Assessment previously paid, and(ii) each Owner hereby agrees that any amount assessed and collected in excess of the amount required to meet the Basic Expenses (other than Reserve Expenses) shall be applied to reduce the amount assessed to meet the Basic Expenses for the next succeeding Fiscal Year. Any reduction in the Budget, as provided herein, shall not relieve any Owner from his obligation to pay any past due Basic Assessment. 8.4 Basic Assessment. The Basic Assessment shall commence as to each Condominium on the Starting Date for such Condominium. The initial Basic Assessment for each Condominium may be prorated between the Declarant and the grantee thereof as more particularly provided in the Purchase Agreement for such Condominium. 8.5 Payment of Basic Assessment. The Basic Assessment shall be paid as follows: (a) Each Non-Declarant Owner, for each Condominium owned by such Owner, shall pay to the Association,for the Fiscal Year in which such Non-Declarant Owner acquired such Condominium, the Basic Assessment for each such Condominium as provided in the Purchase Agreement between such Owner and Declarant. (b) For each Fiscal Year thereafter, such Non-Declarant Owner shall pay the Basic Assessment with respect to each Condominium which he owns to the Association either (A) in one lump sum due on or before the date determined by the Board, or(B) in installments payable no more frequently than monthly. Whether such Basic Assessment is paid through the method provided in (A) or(B) of the foregoing sentence shall be at the Association's sole discretion. (c) Declarant, with respect to each Condominium owned by Declarant, shall pay to the Association the Basic Assessment in twelve(12) equal monthly installments, 53634\306520v8 31 commencing on January 1 of each Fiscal Year and continuing on the first day of each month thereafter until paid;provided,however,that upon conveyance of a Condominium owned by Declarant by Original Conveyance Instrument, the Basic Assessment attributed thereto shall be paid as set forth in Section 8.5(a), above. (d) That portion of the Basic Assessment which is attributable to Reserve Expenses shall be deposited in the Reserve Account(s). 8.6 Special Assessments. (a) If the Basic Assessments collected or to be collected for a particular Fiscal Year are, or will be,inadequate to meet the Expenses of the Association(other than for items constituting Personal Charges) for any reason, the Association shall immediately determine the approximate amount of such inadequacy(the"Shortfall"),prepare and distribute a supplemental budget and levy against each Condominium a Special Assessment as set forth below in this Section 8.6. The Special Assessment for each Condominium shall be determined in the same method as used to determine the Basic Assessment as set forth in Section 1.8 except that the term "Special Assessment"shall be substituted for the term"Basic Assessment", and the term "Shortfall" shall be substituted for the term"Basic Expenses". (b) Notwithstanding the provisions of the foregoing subsection(a), without the Consent of a Majority of Members,that portion of the Special Assessments attributable to the Shortfall shall not,in the aggregate in any particular Fiscal Year, exceed five percent(5%) of Basic Expenses for such Fiscal Year. Notwithstanding the foregoing, Special Assessment increases shall not be limited.(1) in the event of a Special Assessment levied to replace funds temporarily transferred out of the Reserve Account(s) in accordance with Section 7.2(g)(5), above,or(2)in the case of any of the following"emergency situations": (1) an extraordinary expense required by court order; (2) an extraordinary expense for repair or maintenance of the Common Areas or Association Property where a threat to personal safety is discovered; (3) an extraordinary expense for repair or maintenance of the Common Areas or Association Property, which expense could not have been reasonably foreseen in preparing the Budget;provided,however, that prior to imposition of such an assessment, the Board shall make written findings as to the necessity of the expense and why such expense could not have been reasonably foreseen and such findings shall be distributed to the Members with the notice of assessment; or (4) an extraordinary expense in making the first payment of the earthquake insurance surcharge pursuant to Section 5003 of the California Insurance Code. (c) The Association shall provide notice by first-class mail to the Owners of any increase in Special Assessments of the Association not less than 30 nor more than 60 days prior to the increased Special Assessment becoming due. 53634\306520v8 32 (d) Any Special Assessment shall be payable in one lump sum or periodically, as determined by the Association. 8.7 Individual Purpose Assessment. (a) The Association shall provide notice by first-class mail to the Owner responsible therefor of Individual Purpose Assessments not less than ten(10) days prior to the Individual Purpose Assessment becoming due. (b) Any Individual Purpose Assessment shall be payable in one lump sum or periodically, as determined by the Association. 8.8 Personal Charges. (a) Personal Charges shall be due ten(10)days after the Board gives written notice thereof to the Owner subject thereto. (b) Personal Charges are not Assessments and the remedies available to.the Association against any Owner for nonpayment of such Owner's Personal Charges are those remedies provided in Section 9.1 and subsection 9.2(a),below. 8.9 Working Capital Fund. The Association or Declarant shall require the first Non- Declarant Owner of each Condominium to pay to the Association at the time of purchase a non- refundable contribution to the Association in the amount of two (2)month's Basic Assessments against that Condominium in effect at the closing thereof. At the time Declarant's control of the Association terminates, Declarant shall pay the Association an amount equal to two (2)month's Basic Assessments then in effect for each Condominium then owned by Declarant. Amounts paid into the working capital fund shall not be considered advance payments of Basic Assessments. Funds in the working capital account shall be segregated with other such working capital funds for the use and benefit of the Association, including without limitation,replacement of improvements.whose useful life has expired and to meet unforeseen expenditures or to purchase additional equipment, property or services. Such contribution to working capital funds shall not relieve an Owner from making regular payments of Basic Assessments, Special Assessments or any other amounts due to the Association as the same become due. Upon the transfer of a Condominium, an Owner(including Declarant if Declarant previously paid working capital funds for that Condominium)may require a credit from that Owner's transferee for that Owner's working capital contribution,but may not require and shall not be entitled to any credit from the Association. Declarant shall not use any of the working capital funds to defray its expenses,reserve contributions or construction costs or to make up any budget deficits. ARTICLE IX ENFORCEMENT OF RESTRICTIONS - 9.1 In General. In the event that any Owner or Owner's Permitted User(s) should fail to comply with any of the provisions of the Governing Instruments, the Association or any other Owner(s) shall have full power and authority to enforce compliance with the Governing Instruments in any manner provided for therein,by law or in equity, including, without 53634\30652M 33. limitation,the right to enforce the Governing Instruments by bringing an action for damages, an action to enjoin the violation or specifically enforce the provisions of the Governing Instruments, to enforce the liens provided for herein and any statutory lien provided by law, including the foreclosure of any such lien and the appointment of a receiver for an Owner and the right to take possession of the Condominium of such Owner in any lawful manner. In the event the . Association or any Owner(s) shall employ an attorney to enforce the provisions of the Governing Instruments against any Owner, the party engaging the attorney shall be entitled to recover from such Owner or Permitted User violating any such provisions reasonable attorneys' fees and costs in addition to any other amounts due as provided for herein. All sums payable hereunder by an Owner which become Delinquent shall bear interest at rate of twelve percent(12%)per annum from the due date,or if advanced or incurred by the Association, or any other Owner pursuant to authorization contained in this Declaration, commencing ten(10) days after repayment is requested. Each Owner who becomes Delinquent in the payment of any amount due the Association shall pay to the Association a late charge of the greater of$10.00 or ten percent (10%)of the Delinquent amount for each payment which is Delinquent. All enforcement powers of the Association shall be cumulative. Declarant and each Owner, by accepting the conveyance of a Condominium, shall be deemed to have covenanted and agreed that the Association shall have all of the rights,powers and remedies set forth in this Article IX and elsewhere in this Declaration. 9.2 Certain Specific Enforcement Powers. In amplification of, and not in limitation of,the general powers specified in Section 9.1 above, the Association shall have the following rights and powers: (a) Suspension of Privileges and Imposition of Monetary Penalties. The Board shall notify the delinquent Owner in writing,by either personal delivery or first-class mail, at least ten(10) days prior to a meeting of the Board to consider suspension of an Owner's rights and/or imposition of monetary penalties. The notification shall contain, at a minimum, the date, time and place of the meeting, the reasons for the proposed suspension and/or imposition of monetary penalties, and a statement.that the delinquent Owner has the right to attend the Board meeting and may address the Board at the meeting. The Board shall meet in executive session if so requested by the delinquent Owner. Upon compliance with the foregoing procedure, the Board may suspend the voting rights of such Owner and/or impose reasonable monetary penalties pursuant to a monetary penalty schedule established and posted by the Board bearing interest at a rate not to exceed the maximum limit imposed by law; provided,however, that these provisions shall not operate or be construed to deny or restrict ingress or egress of any Owner to and from such Owner's Unit. The Board shall provide the delinquent Owner with written notification of the suspension or imposition of monetary penalties by either personal delivery or first-class mail within fifteen(15) days following Board action to impose such suspension or imposition of monetary penalties. (b) Enforcement by Suit. By commencement and maintenance of a suit at law or equity against any Owner or prior Owner to enforce the Assessment obligation, such suit to be maintained in the name of the Association. Any judgment rendered in any such action may include the amount of the delinquency,interest thereon at the maximum legal rate per annum from the date of the delinquency, court costs and reasonable attorneys' fees in such amount as the court may adjudge against the delinquent Owner. 53634\306520v8 34 (c) Enforcement by Lien. (1) There is hereby created a"Claim of Lien"with power of sale on each and every Condominium to secure payment to the Association of any and all Assessments which may be charged against any and all Condominiums pursuant to this Declaration, together with interest thereon at the maximum.legal rate per annum from the date of delinquency, and all costs of collection which may be paid or incurred by the Association in connection therewith, . including reasonable attorneys' fees. At least thirty(30) days prior to recording a lien upon a delinquent Owner's Condominium to collect Delinquent Assessments,personal charges and any related charges, fees and costs of collection,reasonable attorneys' fees and interest,the Association shall provide a notification(a"Notice of Delinquency")to the Owner in writing by certified mail of the following: (a) A general description of the collection and lien enforcement procedures of the Association and the method of calculation of the amount, a statement that the Owner has the right to inspect the Association's records, and the following statement in 14-point boldface type, if printed, or in capital letters, if typed(or such statement as may be required by an amendment or successor statute to California Civil Code Section 1367.1): "IMPORTANT NOTICE: IF.YOUR SEPARATE INTEREST IS PLACED IN FORECLOSURE BECAUSE YOU ARE BEI NID LN YOUR ASSESSMENTS,IT MAY BE SOLD WITHOUT COURT ACTION%. (b) An itemized statement of the Assessments, personal charges and charges, fees and costs of collection,reasonable attorneys' fees and interest owed by the Owner; (c) A statement that the Owner shall not be liable to pay the charges, interest and costs of collection if it is determined that the Assessment was paid on time to the Association; (d) The right to request a meeting with the Board as provided in California Civil Code Section 1367.1(c)(3); (e) The right to dispute the assessment debt by submitting a written request for dispute resolution to the Association pursuant to Section 13.1(b); and (f) The right to request alternative dispute resolution with a neutral third party pursuant to Section 13.1(c). (2) Upon receipt of a written request by an Owner identifying a secondary address for purposes of collection notices, the Association shall send additional copies of the Notice of Delinquency to the-secondary address provided. The Association shall notify Owners of their right to submit secondary addresses to the Association at the time the Association distributes the pro forma operating Budget pursuant to 7.2(b). The Owner's request shall be in writing and shall be delivered to the Association in a manner that shall indicate the Association has received it. The Owner may identify or change a secondary address at any time, provided that if a secondary address is identified or changed during the collection process, the 53634\30652ov8 35 Association shall only be required to send notice to the indicated secondary address from the point in time when the Association receives the request. (3) Any payments made by the delinquent Owner toward the debt set forth in the Notice of Delinquency shall first be applied to the Assessments owed by that Owner and, only after the Assessments owed are paid in full shall the payments be applied to the fees and costs of collection,attorney's fees, late charges and/or interest. When a delinquent Owner makes a payment,that Owner may request a receipt,which the Association shall provide to the Owner. The receipt shall indicate the date of payment and the person who received it. The Association shall provide a mailing address for overnight payment of Assessments. (4) The delinquent Owner may submit a written request(a"Request for Payment Plan")to meet with the Board to discuss a payment plan for the debt noticed in the Notice of Delinquency. The Association shall provide its Members with the standards for . payment plans, if any exist. The Board shall meet with the requesting Owner in executive session within forty-five(45)days.after the postmark of the Owner's Request for Payment Plan, if the Request for Payment Plan is mailed by the Owner within fifteen(15) days after the date of the postmark of the Notice of Delinquency, unless there is no regularly scheduled Board meeting within that period,in which case the Board may designate a committee of one or more Board . members to meet with that Owner. Payment plans may incorporate any Assessments that accrue during the payment plan period. Payment plans shall not impede the Association's ability to record a lien on the delinquent Owner's Condominium to secure payment of the Delinquent Assessments. Additional late fees shall not accrue during the payment plan period if the Owner is in compliance with the terms of the payment plan. In the event of a default on any payment plan, the Association may resume its efforts to collect the Delinquent Assessments from the time prior to entering into the payment plan. (5) Prior to recording a lien for Delinquent Assessments,the Association shall offer the Owner and, if so requested by the Owner,participate in dispute resolution pursuant to Section 13.1(b), and prior to initiating a foreclosure for Delinquent Assessments,the Association shall offer the delinquent Owner, and if so requested by that Owner, shall participate in dispute resolution pursuant to Section 13.1(c)or alternative dispute resolution with a neutral third party pursuant to Section 13.1(c). The decision to pursue dispute resolution pursuant to Section 13.l(b) or alternative dispute resolution with a neutral third party pursuant to Section 13.1(c) shall be the choice of the delinquent Owner. (6) At any time after the thirty(30) day period following delivery of the Notice of Delinquency to the delinquent Owner,the Association may elect to file and record in the Office of the Contra Costa County Recorder a notice of delinquent assessment(a"Notice of Delinquent Assessment") against the delinquent Owner's Condominium. The decision to record a Notice of Delinquent Assessment shall be made only the Board of Directors and may not be delegated to an agent of the.Association. The Board shall approve the decision by a majority vote of the Board members in an open meeting. The Board shall record the vote in the minutes of that meeting. The Notice of Delinquent Assessment shall be executed and acknowledged by any officer of the Association and shall contain substantially the following information: 53634\30652Ov8 36 (a) the name of the delinquent Owner; (b) the legal description of the Condominium against which the Delinquent Assessment is made; (c) the total amount of the delinquency, interest thereon, collection costs and reasonable attomeys' fees if then known(with any proper offset allowed); (d) a statement that the Claim of Lien is made by the Association pursuant to this Declaration and that a lien is claimed against that Condominium in -an amount equal to the amount stated;and (e) the name and address of the trustee authorized by the Association to enforce the Claim of Lien by sale. (7) The itemized statement described in 9.2(c)(1)(b) shall be recorded together with the Notice of Delinquent Assessment. (8) No later than ten(10) calendar days after recordation of the Notice of Delinquent Assessment, the Association shall mail, by certified mail, a copy of the recorded Notice of Delinquent Assessment to every person or entity whose name is shown in the Association's records as an Owner of the Condominium against which the Delinquent Assessment is made. (9) Upon recordation of a duly executed original or copy of such Notice of Delinquent Assessment and mailing a copy thereof to the delinquent Owner, the lien claimed therein shall immediately attach and become effective. After the expiration of thirty (30)days after the recordation of the Notice of Delinquent Assessment, the lien may be .foreclosed by appropriate action in court or in the manner provided by law for the foreclosure of a deed of trust by exercise of a power of sale contained therein or in the manner provided by law for the enforcement of a judgment as the laws of the State of California may from time to time be changed or amended. (10) ' The decision to initiate foreclosure of a lien for Delinquent Assessments shall be made only by the Board and may not be delegated to an agent of the Association. The Board shall approve the decision by a majority vote of the Board in an executive session. The Board shall record the vote in the minutes of the next meeting of the Board open to Members. The Board shall maintain the confidentiality of the delinquent Owner by identifying the matter in the minutes by the unit number of the delinquent Owner's Condominium rather than by the name of the delinquent Owner. The Board vote to approve foreclosure of a lien shall take place at least thirty(30) days prior to any public sale. The Board shall provide notice by first-class mail,postage prepaid, at the most current address shown on the books of the Association. In the absence of written notification by the delinquent Owner to the Association of a mailing address,the.'address of the delinquent Owner's Condominium may be treated as the delinquent Owner's mailing address. 53634\306520v8 37 (11) A nonjudicial foreclosure by the Association to collect upon a debt for Delinquent Assessments shall be subject to a right of redemption as set forth in California Civil Code Section 1367.4. (12) The Association shall have the power to bid in at any foreclosure sale,trustee's sale or judgment sale and to purchase, acquire, lease, hold,mortgage and convey any Condominium. Reasonable attorneys' fees, court costs, title search fees,interest and all other costs and expenses.shall be allowed to the extent permitted by law. (13) Notwithstanding the foregoing, if the amount of the Delinquent Assessments is less than One Thousand Eight Hundred Dollars ($1,800.00), exclusive of any accelerated Assessments, late charges, fees and costs of.,collection,reasonable attorneys' fees and interest, the lien claimed in a Notice of Delinquency may not be foreclosed by judicial or nonjudicial foreclosure until the"Permissible Foreclosure Date", which shall be the earlier of(i) the date on which the amount of the Delinquent payments is equal to or exceeds One Thousand Eight Hundred Dollars($1,800.00), exclusive of any accelerated Assessments, late charges, fees and costs of collection,reasonable attorneys' fees and interest, or(ii)the date on which such Delinquent Assessments are more than twelve (12) months delinquent. Until the Permissible Foreclosure Date, the Association may attempt to collect or secure the debt of the delinquent Owner:n eithl r of the following ways: (1) file a civil action in small claims courtpursuant to Chapter 5.5 (commencing with Section 116.110) of Title I of the California Code of Civil Procedure, (2)record a lien on the Owner's Condominium in accordance with the procedure set forth above in this 9.2(c)which the Association may not foreclose upon until the Permissible Foreclosure Date, or(3) attempt to collect or secure the Delinquent payments by any other manner provided by law, except for judicial or nonjudicial foreclosure. (14) The proceeds of any foreclosure, trustee's or judgment sale provided for in this Declaration shall first be paid to discharge court costs, court reporter charges, reasonable attorneys' fees, title costs,.costs of the sale, and all other expenses of the proceedings and sale, and the balance of the unpaid sales proceeds after satisfaction of such charges and unpaid assessments hereunder or any"liens, shall be paid to the defaulting Owner. Any purchaser at such sale shall thereupon be entitled to an assignment of the Subleasehold Estate for such Condominium and immediate possession of the Condominium and shall have the right to apply to a court of competent jurisdiction for such orders as may be reasonable for the purpose of acquiring and possessing the Condominium. It shall be a condition of such sale, and the assignment of the Subleasehold Estate shall provide,that the purchaser shall take the interest in the sold Condominium subject to this Declaration. (15) Within twenty-one(21) days after the timely curing of any default for which a Notice of Delinquent Assessment was filed by the Association, the officers of the Association are hereby authorized and directed to record an appropriate release of such lien in: the Office of the Contra Costa County Recorder. 9.3 Subordination to Certain Mortgages. The lien provided for herein shall be prior to all encumbrances made by an Owner or imposed by legal process upon any Owner except taxes, bonds, assessments and other levies which by law are prior thereto,whether the notice of lien is recorded prior or subsequent to any.such encumbrances, except that the lien provided for herein 53634\306520v8 38 shall be subordinate to the lien of anyFirst Mortgage. The sale or transfer of any Condominium shall not defeat.or affect the lien provided for herein;provided,'however, that the sale or transfer of any such interest which is subject to any First Mortgage pursuant to a foreclosure under such First Mortgage shall extinguish the lien provided for herein as to payments which became due prior to such sale or transfer. No such sale or transfer shall relieve such Condominium or the purchaser thereof from liability for any Assessment(s)thereafter becoming due or from the lien thereof. ARTICLE X DAMAGE OR DESTRUCTION 10.1 Damage or Destruction to Project . In the event of any damage or destruction other than by ordinary wear and tear, whether resulting from an insured or uninsured casualty, to all or any portion of the Common Area or the Association Property,including any Common Furnishings, equipment or other personal property leased or owned by the Association, the Association shall promptly cause such to be repaired, restored or replaced as near as may be possible to its condition immediately prior to such damage or destruction. The Board shall obtain firm bids from two (2)or more responsible contractors to rebuild such damaged or destroyed Common Area and Association Property as nearly as.possible to its condition immediately prior to such damage or destruction and shall accept the bid it considers most favorable. If a bid is accepted,the Board shall levy a Reconstruction Assessment on all of the Owners in accordance with the method set forth below. The amount required to make up any deficiencies between the total insurance proceeds and the contract price for such repair and rebuilding is referred to herein as the"Reconstruction Shortfall". The Reconstruction Assessment for each Condominium shall be determined in the same method as used to determine the Basic Assessment for each such.interest asset forth in Section 1.8 except that the term "Reconstruction Assessment" shall be substituted for the term"Basic Assessment"and the term "Reconstruction Shortfall"shall be substituted for the teen"Basic Expenses". Notwithstanding the foregoing, if the loss, damage or destruction was caused by the intentional misconduct or gross negligence of any Owner or his:Permitted User(s), the cost of such repair shall be an Individual Purpose Assessment of, and be paid by, such Owner as provided in Section 8.7, above, to the extent such loss,damage or destruction is not covered by insurance. The insurance proceeds available to the Association`on account of said damage or destruction shall be paid to the Board. All insurance monies recovered on account of such damage or destruction, less the cost, if any, of such recovery, shall be applied to the payment of the cost of repairing, replacing and rebuilding; and shall be paid out from time to time by the Board as such work progresses upon the written certification of the architect or engineer if applicable,or the contractor in charge of such work, stating that the sum requested is justly due to those persons rendering services or furnishing materials in connection with such work. 10.2 Extensive Damage or Destruction . Notwithstandixig.the provisions of Section 10.1, above, in the event of damage or destruction.to the Common Area or Association Property in excess of twenty-five percent(25%)of the then replacement value of the Common Area.and Association Property collectively and if the Reconstruction Shortfall exceeds ten percent(10%). of the amount of Basic Expenses for such Fiscal Year, then the Reconstruction Assessment shall not be levied and this Declaration shall be terminated unless sixty-five percent(65%) of the total 53634\3065204 39 voting power of the Association approves the levy of the Reconstruction Assessment. Upon termination of this Declaration pursuant to this Section 10.2,the insurance proceeds received as a result of such damage or destruction that are not required to be distributed to the Lessor in accordance with Section 24.0 of the Lease shall be distributed by the Association, as trustee,to each Owner, including Declarant(subject to the rights of Mortgagees as reserved in First Mortgages), pro rata in the ratio that the square footage of such Owner's Condominium bears to the total square footage of all of the Condominiums; provided,however,there shall be deducted from the amount due any Owner, and.retained by the Association, the amount,if any, of all sums due to the Association from such Owner. 10.3 Condemnation. In the event of a threatened taking of all or any portion of the Common Area or the Association Property,the Members hereby appoint the Board and such persons as the Board may delegate to represent all of the Members in connection with the taking. The Board shall act in its sole discretion with respect to any awards being made in connection with the taking and shall be entitled to make a voluntary sale to the condemnor in lieu of engaging in a condemnation action. Any awards received on account of the taking of any portion of the Common Area or the Association Property shall be paid to the Association and . distributed by the Board in accordance with the requirements of the Lease and, after such distribution, any remaining portion held by the Association on account of the taking of any portion of the Common Area shall be distributed pro rata, in toto or part, to the Members and any remaining portion heldby the Association on account of the taking of any portion of the Association Property may, in the Board's sole discretion, be retained in the general funds of the Association or distributed pro rata, in toto or part, to the Members. As between an Owner and the Mortgagee of his or her Condominium, each such party's rights as to any pro rata distribution shall be governed by the provisions of the Mortgage encumbering such Condominium. ARTICLE XI ANNEXATION AND DEANNEXATION 11.1 Annexation By Declarant. All or any part of the Annexable Property may be annexed by Declarant pursuant to a Declaration of Annexation at any time and from time to time without the consent of the Members.: Upon such annexation and at all times thereafter, this Declaration shall govern the ownership, use and transfer of such annexed Annexable Property, including the Common Area,Association Property and-.the Condominiums therein shown on the condominium plan for such Annexable Property. Assessments on the Condominiums annexed by such Declaration of Annexation shall commence on'the date on which such Declaration of Annexation is recorded in the Office of the Contra Costa County Recorder. 11.2 Annexation by Consent of Members. The owner of any property who desires to add it to the scheme of this Declaration and to subject it to the jurisdiction of the Association, may cause the same to be done as hereinafter provided in this Article XI upon approval in writing of the Association, pursuant to the affirmative vote or written consent of(a)while there is a Class B membership, (i) Class A Members entitled to vote and who collectively own more than 66 2/3% of the total voting.power vested in such Class A Members and(ii)Declarant, and (b) after there is no longer a Class B membership,Members entitled to vote and who collectively own more than 66 2/3% of the voting power vested in the Members, including Members other 53634\306520v8 40 than Declarant who are entitled to vote and who collectively own more than 66 2/3%of the total voting power vested in such Members. Notwithstanding the foregoing,in the event that the Association obtains title to a Condominium through foreclosure sale, trustee's sale or judgment sale or acceptance of a deed in lieu of foreclosure. 11.3 Annexation Procedures. Any annexation authorized by Section 11.1 or 11.2 of this Declaration shall be made by recording in the Office of the Contra Costa County Recorder a Declaration of Annexation with respect to the Annexable Property to be annexed(the "Annexation Property"). The Declaration of Annexation shall contain at least the following: (a) A legal description of the Annexation Property; (b) A description of each Condominium within the Annexation Property by reference to a condominium plan filed with the Office of the Contra Costa County Recorder (with filing information therefor)including the names and addresses of the record owner or owners of said property; the names and addresses of the beneficiaries and trustees of all mortgages and trust deeds which constitute liens against the property as of the date of recordation of such Declaration of Annexation; (c) A statement submitting the Annexation Property to this Declaration,which shall be referred to by title, and date and instrument number of recording; and (d) Such other terms and conditions as Declarant deems advisable or necessary so that this Declaration, as modified by such terms and conditions,provides more accurately for any different nature of the Annexation Property;provided,however,that such terms and conditions shall not be inconsistent or in conflict with the terms and provisions hereof and shall not adversely or materially affect the interests of Owners hereunder; and further . provided that any reallocation of the Basic Assessment necessitated by such annexation shall be made on an appropriate basis. 11.4 Deannexation Procedures. Declarant may deannex from the Project and this Declaration,without the consent of any Owner, any of the Condominiums owned by Declarant and located within Annexable Property which has been annexed under this Declaration. Such removal shall be effected by recording a Declaration of Deannexation. Any such Declaration of Deannexation shall identify the Condominium or Condominiums being deannexed from the Project and this Declaration. Upon recordation of the Declaration of Deannexation, the identified Condominium or Condominiums shall be deannexed from the Project and shall be thereupon be free from the obligations,requirements, declaration,limitation, covenants, conditions, and restrictions set forth herein. ARTICLE XII MISCELLANEOUS PROVISIONS 12.1 Enforcement. The Association;Declarant and/or any Owner shall have the right to enforce by proceedings at law or in equity all restrictions, conditions,covenants and reservations now or hereafter imposed by the provisions of this Declaration or any amendment or supplement thereto, including the right to prevent the violation of any such restrictions, 536341306520v8 41 conditions, covenants, or reservations and the right to recover damages or other dues for such violation. The Association, Declarant and/or any Owner shall also have the right to enforce by proceedings at law or in equity the provisions of the Articles or Bylaws and any amendments thereto. With respect to architectural control and Rules and Regulations, the Association shall have the exclusive right to the enforcement thereof unless the Association refuses or is unable to effectuate such enforcement, in which'case any Owner who otherwise has standing and/or Declarant shall have the right to undertake such enforcement. With respect to Assessment liens, the Association shall have the exclusive right to the enforcement thereof. 12.2 Amendment. (a) Except as expressly provided otherwise in this Declaration, this Declaration may be amended from time to.time by an instrument signed by Declarant at any time prior to the conveyance of a Condominium by Original Conveyance Instrument, and(b)by Declarant and two(2)officers to the Association at any time while there is a Class B membership provided that such amendment has been approved-with the Consent of a Majority of Members, or(d)by two (2) officers of the Association at any time after there is no longer a Class B Membership provided that such amendment has been approved with the Consent of a Majority of Members. (b) Notwithstanding the provisions of clause(a), above, (1) No amendment shall impose a material burden on some but not all of the Owners without a commercially reasonable basis'therefor; (2) The specific percentages of the voting power necessary to amend a specific clause or provision shall not be less than the percentage of affirmative votes required for action to be taken under such clause or provision; (3) Subject to the provisions of Section 12.2(b)(1), above,no amendment(i).which would defeat the obligations of the Association to maintain the Common Area and Association Property in a first-class condition'and good state of repair or the assessment procedures which assure the collection of funds for.such maintenance or(ii)which would defeat the obligations of the Association to collect and pay to Declarant(or the Lessor)the rent due under the Original Conveyance Instruments,to enforce the provisions of the Original Conveyance Instruments or to perform the obligation of Declarant under the Lease or the Original Conveyance Instruments after assignment thereof to.the Association, shall be made unless such instrument is signed(A) (i)while there is a Class B membership,by Declarant and two (2) officers of the Association and provided that such amendment has been approved by the vote or written assent of(A) seventy-five percent(75%) of the Class A Members entitled to vote, or(ii) after the Class B membership ceases to exist,by two (2) officers of the Association and provided that such amendment has been approved by seventy-five percent(75%) of the voting power of the Members of the Association entitled to vote,including seventy-five percent(75%) of the voting power of the Association held by Members other than Declarant; and(B)by seventy-five percent(75%) of the beneficiaries of first trust deeds of record against the Condominiums. Notwithstanding any other provision of this subparagraph(b)(2)to the contrary, no amendment which would defeat the obligations of the Association to maintain the Common 53634\306520v8 42 Area and Association Property in a first-class condition and good state of repair shall be made or become effective unless the Lessor has approved such amendment in writing, (4) For so long as Declarant owns any portion of the Project,Declarant may unilaterally amend this Declaration by recording a written instrument signed by Declarant in order to conform this Declaration to the requirements of Mortgagees; (5) For so long as Declarant owns any portion of the Project,Declarant may unilaterally amend this Declaration to combine or otherwise reconfigure existing Units (a "Unit Reconfiguration")provided that such amendment does not materially and adversely impact existing Non-Declarant Owners. Each Owner, by accepting a deed to a Condominium, hereby irrevocably appoints Declarant as such owner's.attomey-in-fact, for himself and his successors and assigns, and hereby grants to Declarant an irrevocable limited power of attorney coupled with an interest for Declarant to act as his attorney-in-fact, in connection with any amendment authorized by this subsection, to prepare, execute, acknowledge and record any map, lot line adjustment, certificate of compliance, amended condominium plan, deeds or other documentation and prepare, execute and file for approval any application which may be permitted or required in connection with a Unit Reconfiguration; and (6) Notwithstanding anything to the contrary set forth in this Declaration, the consent of Landlord shall be required to amend a material provision to this Declaration. For purposes of this clause(6), "material provision" shall mean amendments governing the following.subjects: (a) the fundamental purpose for which the Project was created (such as a change from aviation and aviation-oriented use to a different use); (b) voting; (c) increases in assessments in excess of the previously assessed amount of more than 25 percent(25%) or the priority of assessment liens; (d) property maintenance obligations; (e) casualty, fidelity and liability insurance or the allocation of . proceeds thereof, (f) reconstruction in the event of damage or destruction; (g) rights to use the Common Area or Association Property; (h) . de-annexation; and (i) any provision,which by its terms,is specifically for the benefit of Mortgagees, or specifically confers rights of Mortgagees; and. (c) Notwithstanding any provision of the Governing Instruments to the contrary, 5363A306520v8 43 (1) the Board may, after Declarant has completed construction of the Project,has terminated construction activities, and has terminated its.marketing activities for the sale of separate interests within the Project, adopt an amendment deleting from any of the . Governing Instruments any provision which is unequivocally designed or intended, or which liy its nature can only have been designed or intended,to facilitate Declarant in completing the construction or marketing of the Project. However,provisions of the Governing Instruments relative to a particular construction or Phase of the Project may not be deleted under the authorization of this subsection(c) until that construction or marketing phase has been completed. (2) Without the prior written consent of Declarant,no provision herein which is for the express benefit of Declarant, may be amended. (3). The provisions of the Governing Instruments which may be deleted by action of the Board pursuant to this subsection(c) shall be limited to those which provide for access by Declarant over or across the Common Areas and Association Property for the purpose of(A)completion of construction of the Project and(B) erection, construction,or maintenance of structures or other facilities designed to,facilitate the completion of construction or marketing of separate interests and shall not apply to any easement reserved to Declarant under this Declaration for the purpose of exercising its right to cure alleged defects pursuant to Section 11:3,below. (4) At least 30 days prior to taking action pursuant to this subsection (c), the Board shall mail to all Owners,by first-class mail, (i) a copy of all amendments to the Governing Instruments proposed to be adopted under this subsection(c) and(ii) a notice of the time, date, and place the Board will consider adoption of the amendments. The Board may consider adoption of amendments to the Governing Instruments pursuant to this subsection(c) only at a meeting which is open to all Owners,who shall be given opportunity to make. comments thereon. All deliberations of the Board on any action proposed under this subsection (c) shall only be conducted in such an open meeting. (5) The Board may not amend the Governing Instruments pursuant to this subsection(c)without the approval of the Owners, casting a majority of the votes at a meeting or election of the Association.constituting a quorum and conducted in accordance with Chapter 5 of Part 3 of Division 2 of Title 1 of, and Section 7613 of,the California Corporations Code. For the purpose of this subsection(c), "quorum"means more than 50 percent of the Owners who own no more than two (2) separate interests in the Project. (d) The Association, or any Owner may petition the superior court of Contra Costa County, California, for an order reducing the percentage of the affirmative votes necessary to amend this Declaration. The petition shall describe the effort that has been made to solicit approval of the Members in the manner provided in this Declaration. The petition shall also describe the number of affirmative and negative votes actually received, the percentage of affirmative votes required to effect the amendment in accordance with this Declaration, and other matters the petitioner considers relevant to the court's determination. The petition shall also contain as exhibits thereto, copies of all of the following: (1)the Governing Instruments, (2)a, complete text of the amendment, (3) copies of solicitation and notice materials utilized in the 536341306520v8 44 solicitation of owner approvals, (4) a short explanation of the reason for the amendment, and(5) any other documentation relevant to the court's determination. (e) Notwithstanding the foregoing provisions of this Section 12.2, if,by law, any different consent or agreement is required for any action, then any instrument changing, modifying or rescinding any provision of this Declaration with respect to such action shall be effective only if taken and made as required by law. (f). Notwithstanding the foregoing provisions of this Section 12.2,no provision of this Declaration may be changed;modified or rescinded so as to conflict with the provisions of any law. No amendment or termination of this Declaration which does not apply to all of the Project then covered by this Declaration shall be made or recorded as to any portion of the Project without the written consent of all of the record Owners of such affected portion. (g) Any amendment must be recorded prior to becoming effective. Any amendment shall be binding upori every Owner and every Condominium, whether the burdens. thereon are increased or decreased. No amendment shall require the consent or approval of any Mortgagee. Any amendment authorized hereby shall be evidenced by an instrument in writing, signed and acknowledged, and in the event of an amendment requiring the signature of the Association, shall be.executed by any two (2) officers of the Association. 12.3 Termination. (a) Subject to the provisions of Article X of this Declaration and Section 12.3(b),below,this Declaration shall remain in effect until the Termination Date. (b) This Declaration may be terminated at any time(i) after 2047, by the Consent of a Super-Majority of Owners and Eligible First Mortgagees holding sixty-seven percent(67%) of.the First Mortgages (based on one vote for each First Mortgage held or two votes for any First Mortgage on multiple Condominiums held) electing to terminate the Declaration, or(ii) if under the provisions of Article X of this Declaration, the provisions of this Section 12.3 are applicable. In such event, Declarant for each Condominium owned by Declarant, each Non-Declarant Owner,by accepting the conveyance of a Condominium (whether or not it shall be so expressed in the Original Conveyance Instrument therefor), and each FirstMortgagee hereby grants to the Association.an irrevocable power of attorney to sell;convey or otherwise transfer all of the interests.in the Project then held by the Owners and all of the interests in the Project then held by the Association, but only to the extent any such sale, conveyance or transfer.is permitted under the Lease(a"Permitted Sale"), and this Declaration shall terminate upon the consummation of such Permitted Sale and the recordation of an instrument (a"Termination Declaration") stating that this Declaration is terminated pursuant to Section 12.3(b). Notwithstanding the termination of this Declaration as hereinabove provided in this subsection(b) and the resulting termination thereby of all of the covenants, conditions, restrictions, easements,rules and regulations, liens and equitable servitudes created by this Declaration,the existence of the Association shall continue for so long as reasonably required to provide for the collection and disbursement of the proceeds from a Permitted Sale. 53634\306520v8 45 (c) In the event that a Permitted Sale shall not have been effected by the Association within nine(9)months after(i)the event described in clause(i) or(ii) of Section 12.3(b) occurred, any Owner, including Declarant, shall have the right to petition a court of competent jurisdiction to effect a Permitted Sale. Such court shall recognize and give effect to any agreement, document or instrument made or entered into by the Association within said nine (9)month period to effect a Permitted Sale. The proceeds from a Permitted Sale shall be distributed by the Association to each Owner, including Declarant, (subject to the rights of each Owner's Mortgagee) in accordance with the method for determining the Basic Assessment;provided,however, that there shall be deducted from the amount due any Owner,the,amount, if any, of all sums due to the Association from such Owner. 12.4 Notices. Notices provided for in this Declaration shall be in writing'and shall be deemed sufficiently given either when delivered personally at the appropriate address set forth below(in which event, such notice shall be deemed effective only upon such delivery) or 48 hours after deposit of same in any United States post office box in the state to which the notice is addressed, 72 hours after deposit of same in any such post office box other than in the state to which the notice is addressed, postage prepaid, addressed as set forth below. Any notice to an O,k-ner required under this Declaration shall be addressed to the Owner at the last address for such Owner appearing in the records of the Association or, if there be none, at the address of the Project. Notices to.the Association shall be addressed as follows: The Hangars at Buchanan Field Airport Condominium Association, Inc. 2939 Ohio Way Denver, CO 80209 Attn: President Notices to the Managing Agent shall be addressed to the address designated.by the Managing Agent by written notice to all Owners. Notices to Declarant shall be addressed as follows: Buchanan Hangars LLC 2939 Ohio Way Denver, CO 80209 Attn: Michael E. Dunn The addresses and addressees for purposes of this Section 12.4 may be changed by giving notice of such change in the manner herein provided for giving notice. Unless and until such notice is received,the last address and addressee as stated by notice or as provided herein, if no notice of change has been sent or received, shall be deemed to continue in effect for all purposes hereunder. 12.5 Notification of Sale of Condominium. No later than thirty(30) days after the sale or transfer of any Condominium under circumstances whereby the transferee becomes the Owner thereof,the transferor or the transferee shall notify the Association in writing of(a) the name and 53634\306520v8 46 address of the transferee and transferor, (b)the date on which such sale or transfer is to be or was consummated, (c) a statement, executed by the transferee,that the transferee has received, and acknowledges receipt of a copy of the Governing Instruments(including, without limitation,the Lease) and a Estoppel Certificate, (e) a statement, executed by the transferee, that the transferee has received a copy of the then effective Budget, (f) a statement, executed by the transferee,that the transferee agrees to be bound by all of the provisions of the Governing Instruments, and(g) the name and address of any Mortgagee of such transferor and transferee. Any outstanding and unpaid Assessments and Personal Charges shall be paid to the Association prior to the transfer of such Condominium. Unless and until such notice is given and any unpaid Assessments and Personal Charges have been paid to the Association on behalf of the transferor,the Association shall not be required to recognize the transferee for any purpose, and any action taken by the transferor as an Owner may be recognized by the Association. Prior to(a)receipt of any such notification by the Association or the Managing Agent, (b)the payment of Assessments and Personal Charges by the transferor, any and all communications required or permitted to be given by the Association shall be deemed duly given and made to the transferee if duly and timely made and given to such transferee's transferor. 12.6 Severability. If any provision of this Declaration, or any section, sentence, clause, phrase or word or the application thereof in any circumstances, shall be held invalid,the validity of the remainder of this Declaration and of the application of such provision, sentence, clause, phrase or word under any other circumstances shall not be affected thereby. 12.7 Successors. The provisions of this Declaration:shall be binding upon all parties having or acquiring any Condominium or any right, title or interest therein and shall be for the benefit of each Owner and his heirs, successors and assigns. Each Owner(including Declarant) shall be fully discharged and relieved of liability on the covenants herein insofar as such covenants relate to each Condominium upon ceasing to own such Condominium and paying all sums and performing all obligations hereunder insofar as the same relate to such Condominium up to the time his ownership interest terminated. 12.8 Violation or Nuisance. Every act or omission whereby any provision of the Governing Instruments is violated in whole or in part is hereby declared to be a nuisance and may be enjoined or abated whether or not the relief sought is for negative or affirmative action, by Declarant,the Association or any Owner. 12.9 Interpretation. The captions of the Articles, Sections and subsections hereof are for convenience only and shall not be considered to expand,modify or aid in the interpretation, construction or meaning of this Declaration. As used herein the singular shall include the plural and the masculine shall include the feminine and neuter. References to statutory Code sections shall refer to any amendment or successor statute to the referenced Code section. 12.10 No Waiver. The failure to enforce any provision of this Declaration shall not constitute a waiver thereof or of the right to enforce such provision thereafter. 53634\306520v8 47 ARTICLE XIII DISPUTE RESOLUTION 13.1 Association Disputes. ;Except as otherwise provided in Section 13.2;the Association shall, and each Owner by acceptance of a deed to a Condominium'agrees to, participate fully and in good faith in the resolution of any dispute to which the Association is a party in accordance with the provisions of this Section 13.1. (a) Notice of Intent to Initiate Prosecution. The Association shall provide 120 days advance notice of the Board's intent to initiate the prosecution of any civil action and of the nature and basis of the dispute to each Owner and each Person who is a prospective party to the civil action unless any applicable statute of limitations would expire prior thereto or the giving of such notice would prejudice the Association's rights to enforce the Management Documents. Notwithstanding the foregoing, no such notice need be given prior to the filing of an action in small claims court or an action solelyto enforce Assessment obligations. (b) Attempt to Resolve Dispute. Upon receipt of a written request to meet and confer received from the Association or an Owner, as the case may be,the Association(through a designee appointed by the Board)and each Owner shall make a reasonable effort, in good faith, to meet promptly at a mutually convenient time and place, explain their positions to each other and confer in good faith in an effort to resolve the dispute,including without limitation, discussion of available alternative processes for resolving the dispute, available processes for avoiding or reducing costs or losses by the involved parties, and the scope of discovery, if any,to be conducted prior to the inception of any alternative dispute resolution procedure. A resolution of the dispute agreed to by the parties shall be memorialized in writing and signed by the parties, including the Board designee on behalf of the Association. Such agreement shall bind the parties and shall be enforceable so long as(i) the agreement is not in conflict with law or the Management Documents and(ii)the agreement is either consistent with the authority granted by the Board to its designee or the agreement is ratified by.the Board. An Owner may not be charged a fee to participate in the process described in this subsection Section 13.1(b). (c) Alternative Dispute Resolution. Prior to filing an action solely for declaratory, injunctive or writ relief, or for such relief in conjunction with a dispute for monetary damages not in excess of the jurisdictional limits stated in Sections 116.220 and 116.221 of the Code of Civil Procedure, the Association and each Owner who is a party or prospective party to the action shall endeavor to submit their dispute to alternative dispute resolution by serving on all other.parties to the dispute a request for resolution,which shall contain a brief description of the dispute,a request for alternative dispute resolution, a notice that the party receiving the request is required to respond within thirty(30) days of receipt of the request or the request will be deemed rejected, and if the request is served on an Owner, a copy of California Civil Code. Sections 1369.510 through 1369.590. Service of the request shall be by personal delivery, first- class mail, express mail, facsimile transmission or other means reasonably calculated to provide the party on whom the request is served actual notice of the request. A party on whom a request is served shall have thirty(30) days after service to accept or reject the request. Failure to aceept the request within such thirty(30) day period shall be deemed a rejection of such request. If the recipient of the request accepts the request,the parties shall complete the alternative dispute 536341306520v8 48 resolution within ninety(90)days (unless extended by written stipulation of the parties to the dispute) after the requesting party receives the acceptance. This Section 13.1(c)does not apply to Assessment disputes except as otherwise provided in Section 9.2(c). 13.2 Declarant Disputes. Any disputes between the Association or any Owner,on the one hand, and Declarant or any director, officer,partner, employer, subcontractor or agent of Declarant(individually, a"Declarant Party" and collectively, the"Declarant Parties"), on the other hand,relating to this Declaration,the other Governing Instruments or the Project, including any improvements located thereon, shall be subject to the following.provisions: (a) Notice. Any Person with a dispute against a Declarant Party shall notify each applicable Declarant Party in writing of the dispute as soon as is reasonably possible after the party providing or serving the notice of dispute becomes aware of the basis for the dispute, which writing shall describe the nature of the dispute and the proposed remedy(the"Dispute Notice"). (b) Right to Inspect and Right to Corrective Action. Within a reasonable period after receipt of the Dispute Notice,which period shall not exceed sixty(60) days, Declarant(and any applicable Declarant Parties) and the party providing or serving the Dispute Notice shall meet at a mutually acceptable place to discuss the dispute. At such meeting and at other mutually agreeable times, Declarant and Declarant's representatives shall have full access to that portion of the Project that is subject to the dispute for the purposes of inspection. The parties shall negotiate in good faith in an attempt to resolve the dispute. If Declarant elects to take any corrective action, Declarant and Declarant's representatives and agents shall be provided full access to take and complete corrective action. (c) Civil Code Sections 1368.4 and 1375. Nothing contained herein shall be deemed a waiver or limitation of the provision of California Civil Code Section 1368.4. If the dispute is subject to the provisions of;California Civil Code Section 1375 as it may be amended from time to time, compliance with the procedures of California Civil Code Section 1375 shall satisfy the requirements of Section 13.2(a) and Section 13.2(b) above. (d) If the parties do not resolve the Claim(s)within thirty(30) days after the date the Notice has been delivered to'any and all Respondents (or within such other period as may be agreed upon by the parties) ("Termination of Negotiations"),the parties may mutually agree to submit any and all unresolved Claims to mediation in accordance with the following rules and procedures: (i) Selection of Mediator. The parties shall select one (1)mediator. If the parties cannot agree upon a mediator, any party may petition the superior court of the County for appointment of the mediator by the presiding judge. No person shall serve as a mediator in any dispute in which the person has any financial or personal interest in the result of the mediation, except by the written consent of all parties. Prior to accepting any appointment, the . prospective mediator shall disclose any circumstances likely to create a presumption or bias or prevent a prompt commencement of the mediation process. 536341306520x8 49 (ii) Commencement of Mediation. Within ten(10) days of the selection of the mediator, each party shall submit a brief memorandum setting forth its position with regard to the issues that need to be resolved. The mediator shall have the right to schedule a pre-mediation conference and all parties shall attend unless otherwise agreed. The mediation shall be commenced within ten(10)days following the submittal of the memoranda and shall be concluded within a half-day session unless the parties mutually agree to extend the mediation period. The mediation shall be held in the County or such other place as is mutually acceptable by the parties. (iii) Mediation Proceedings. The mediator has discretion to conduct the mediation in the manner in which the mediator believes is most appropriate for reaching a settlement of any or all Disputes. The mediator is authorized to conduct joint and separate meetings with the parties and to make oral and written recommendations for settlement of any or all Disputes. Whenever necessary, the mediator may also obtain expert advice concerning technical aspects of any or all Disputes,provided that the parties agree and assume the expenses of obtaining such advice. The mediator does not have the authority to impose a settlement on the parties. (iv) Admissible Evidence. Prior to the commencement of the mediation proceedings, the mediator and all parties to the mediation shall execute an agreement r g � p"-" a pursuant to California Evidence Code Section 1152.5(c) in order to exclude the use of any testimony or evidence produced at the mediation in any subsequent dispute resolution forum. Pursuant to California Evidence Code Section 1152.5(a), the agreement shall specifically state: Evidence of anything said or of any admission made in the course of the mediation is not admissible evidence, and disclosure of any such evidence shall not be completed in any civil action in which,pursuant to law,testimony can be compelled to be given. Unless the document provides otherwise,no document prepared for the purpose of,or in the course of, or pursuant to, the mediation,or copy thereof, is admissible in evidence; and disclosure of any such document shall not be compelled, in any civil action in which,pursuant to law,testimony can be compelled to be given. (v) Attendance/Recordation of Mediation Sessions. Persons other than the parties, the representatives and the mediator may attend mediation sessions only with the permission of the parties and the consent of the mediator. Confidential information disclosed to a mediator by the parties or by witnesses in the course of the mediation shall not be divulged by the mediator. All records, reports, or other documents received by the mediator while serving in such capacity shall be confidential. There shall be no stenographic record of the mediation process. (vi) Allocation of Expenses. The expenses of witnesses for either side shall be paid by the party producing such witnesses. In the event the Dispute involves the Declarant and one(1)Non-Declarant Owner and an Alleged Defect, the Declarant shall advance the fees of the mediator for the first day of mediation. Except as otherwise provided in the preceding sentence, the parties shall share equally all expenses of the mediation, including the mediator's fees(except as otherwise provided above) and the required traveling.and other 53634\306520v8 50 expenses of the mediator, or the cost of any proofs or expert advice produced at the direct request of the mediator, unless.the parties agree otherwise. 13.3 ARBITRATION OF DISPUTES. IF(A)THE PARTIES DO NOT REACH RESOLUTION OF THEIR CLAIMS THROUGH NEGOTIATION OR MEDIATION.IN ACCORDANCE WITH SECTION 13.2(b) OR SECTION 13.2(d) OR(B) THE PARTIES AGREE TO A RESOLUTION OF CLAIM THROUGH NEGOTIATION'OR MEDIATION IN ACCORDANCE WITH SECTION 13.2(b) OR SECTION 13.2(d)AND ANY PARTY THEREAFTER FAILS TO ABIDE BY THE TERMS OF SUCH AGREEMENT,THEN THE CLAIM SHALL BE SUBMITTED TO ARBITRATION PURSUANT TO THIS SECTION 13.3 WITHOUT THE NEED TO AGAIN COMPLY WITH THE PROCEDURES SET FORTH IN SECTION 13.2(b) OR SECTION 13.2(d). ANY AND ALL SUCH UNRESOLVED CLAIMS SHALL BE SUBMITTED TO ARBITRATION IN ACCORDANCE WITH THE FOLLOWING RULES AND PROCEDURES: IT IS AGREED THAT ANY CLAIM (AS DEFINED ABOVE)BETWEEN CLAIMANTS (AS DEFINED ABOVE), INCLUDING WITHOUT LIMITATION ANY DEFENSE GOING TO THE FORMATION OR VALIDITY OF THIS ARTICLE XIII, . SHALL BE DETERAILINED BY SUBMITSSTON TO BINDING ARBITRATION PURSUANT TO THE FEDERAL ARBITRATION ACT AND SUBJECT TO THE RULES AND PROCEDURES OF THE AMERICAN ARBITRATION ASSOCIATION, ("AAA"). JUDGMENT UPON THE AWARD RENDERED BY THE ARBITRATOR(S) MAY BE ENTERED IN ANY COURT OF COMPETENT JURISDICTION. THE PARTIES TO THE ARBITRATION SHALL HAVE THE RIGHT TO DISCOVERY IN ACCORDANCE WITH THE CALIFORNIA CODE OF CIVIL PROCEDURE §1283.05. THE FILING OF A JUDICIAL ACTION TO.ENABLE RECORDATION OF A NOTICE OF PENDING ACTION OR FOR AN ORDER OR ATTACHMENT, THE APPOINTMENT OF A RECEIVER, OR FOR AN INJUNCTION OR FOR OTHER. PROVISIONAL REMEDIES SHALL NOT CONSTITUTE A WAIVER OF THE RIGHT TO ARBITRATION HEREUNDER. IF ANY PROVISION OF THIS ARTICLE XIII SHALL BE HELD TO BE INVALID,ILLEGAL OR UNENFORCEABLE, THE VALIDITY OF THE OTHER PROVISIONS OF THIS ARTICLE XIII SHALL IN NO WAY BE AFFECTED THEREBY: . THIS DECLARATION INVOLVES AND CONCERNS INTERSTATE COMMERCE-AND IS GOVERNED BY THE PROVISIONS OF THE FEDERAL ARBITRATION ACT(9 U.S.C. §l;ET SEQ.)NOW IN EFFECT AND AS THE SAME MAY FROM TIME TO TIME BE AMENDED, TO THE EXCLUSION OF ANY DIFFERENT OR•INCONSISTENT STATE OR LOCAL LAW,ORDINANCE, REGULATION, OR JUDICIAL RULE. ACCORDINGLY,ANY AND ALL DISPUTES SHALL BE ARBITRATED—WHICH ARBITRATION SHALL BE MANDATORY AND BINDING—PURSUANT TO THE.FEDERAL ARBITRATION ACT. NOTWITHSTANDING ANYTHING TO THE CONTRARY SET FORTH ABOVE IN THIS ARTICLE XIII,THE FOLLOWING MATTERS ARE EXCLUDED FROM ARBITRATION HEREUNDER: (I)AN UNLAWFUL DETAINER PROCEEDING, (II) 536341306520x8 51 THE FILING OR ENFORCEMENT OF A MECHANIC'S LIEN,OR(III)ANY MATTER WHICH IS WITHIN THE JURISDICTION OF A PROBATE OR SMALL CLAIMS COURT. NOTICE: EACH OWNER,BY ACCEPTANCE OF THE CONVEYANCE OF A CONDOMINIUM AGREES TO HAVE ANY DISPUTE ARISING OUT OF THE MATTERS INCLUDED IN THIS SECTION 13.3 ENTITLED "ARBITRATION OF DISPUTES"DECIDED BY NEUTRAL,BINDING ARBITRATION IN ACCORDANCE WITH THE FEDERAL ARBITRATION ACT AND THE CALIFORNIA ARBITRATION ACT, TO THE EXTENT THE CALIFORNIA ARBITRATION ACT IS NOT INCONSISTENT WITH THE FEDERAL ARBITRATION ACT,AND SUCH OWNER IS GIVING UP ANY RIGHTS IT MIGHT POSSESS TO HAVE THE DISPUTE LITIGATED IN A COURT OR JURY TRIAL OR OTHER PROCEEDING. EACH OWNER,BY ACCEPTANCE OF THE CONVEYANCE OF A CONDOMINIUM, IS GIVING UP ITS JUDICIAL AND/OR STATUTORY RIGHTS TO DISCOVERY,TRIAL AND APPEAL, EXCEPT TO WHATEVER EXTENT ANY RIGHTS ARE SPECIFICALLY INCLUDED IN THIS ARBITRATION AGREEMENT. IF AN OWNER REFUSES TO SUBMIT TO ARBITRATION, (i) SUCH PARTY MAY BE COMPELLED TO ARBITRATE UNDER THE FEDERAL ARBITRATION ACT AND THE CALIFORNIA ARBITRATION RATION ACT, TO T HE EXTENT THE CALIFORNTIA ARBITRATION ACT IS NOT INCONSISTENT WITH THE FEDERAL ARBITRATION ACT,AND/OR(ii)ARBITRATION MAY GO FORWARD IN THE ABSENCE OF THE REFUSING PARTY. 13.4 Amendment of Article. Without the express prior written consent of Declarant, this Article XIII may not be amended for a period of twenty years from the effective date of this Declaration. IN WITNESS WHEREOF,Declarant has caused this Declaration to be executed as of the day and year first-above written. "DECLARANT" BUCHANAN HANGARS LLC, a Colorado limited liability company By: Its: 53634\306520vB 52 STATE OF CALIFORNIA ) ss: COUNTY OF } On 200_before me, (here insert name of the officer),Notary Public,personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that.by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal.. Signature of Notary Public [Seal] 536341306520v8 53 LESSOR'S CONSENT The undersigned (the"County")is the owner of fee title to that certain real property described in Exhibit"A"to the Declaration of Covenants, Conditions and Restrictions for the Hangars at Buchanan Field Airport(the"Declaration")to which this Consent is attached(the "Land") and is the ground lessor under that certain Lease Between Contra Costa County and Buchanan Hangars LLC, a Colorado limited liability company,dated as of . , 2007, 'as amended by that certain First Amendment to Lease between Contra Costa County and Buchanan Hangars LLC, and evidenced by that certain Short Form Memorandum of Lease recorded on , 200_,as Instrument No. of Official Records of Contra Costa County, California. By executing this Consent, County consents to the recordation of the Declaration and the easements,covenants, conditions and restrictions set forth therein for the term of the Declaration. Dated: "COUNTY" CONTRA COSTA COUNTY, a political subdivision of the State of California RECOMMENDED FOR APPROVAL: By: Beth Lee, Airports Business and Development Manager RECOMMENDED FOR APPROVAL: By. Karen Laws, Principal Real Property Agent APPROVED AS TO LEGAL FORM: Silvano B. Marchesi, County Counsel By: Eric S. Gelston, Deputy County Counsel 53634L30652M 54 SUBORDINATION The undersigned, as holder of the beneficial interest in and under that certain deed of trust (the"Deed of Trust") dated , and recorded on , as Instrument No. in the Official Records of the Contra Costa County Recorder, which Deed of Trust is by and between Buchanan Hangars LLC, a Colorado limited liability company, as trustor, , as trustee,and as beneficiary,hereby subordinates said Deed of Trust and its beneficial interest thereunder to that certain Declaration of Covenants, Conditions and Restrictions for the Hangars at Buchanan Field Airport to which this Subordination is attached, as amended and as such Declaration may be amended from time to time. Dated: --.0200— a/an 200a/an By: Name: Its: STATE OF CALIFORNIA ) ss: COUNTY OF ) On , 200_before me, (here insert name of the officer),Notary Public,personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the.instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public [Seal] 53634\306520v8 55 EXHIBIT "A" TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT Legal Description-Land •s 53634\306520v8 Exhibit"A" EXHIBIT "B" TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT Legal Description—Annexable Property All of that certain real property(excluding the Initial Phase) located in the County of Contra Costa, State of California, and located within a 5-mile radius of the Initial Phase. 53634\306520vi3 Exhibit"B" EXHIBIT"C" TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT Assessment Percentages Hangar Units Assessment Percentage 53634\306520v8 Exhibit"C" EXHIBIT"D" TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR THE HANGARS AT BUCHANAN FIELD AIRPORT Form of Sublease 53634\306520x8 Exhibit"D" EXHIBIT J FORM OF EASEMENTS 1881665 6.doc ACCESS EASEMENT AGREEMENT THIS. ACCESS EASEMENT AGREEMENT ("the.Agreement") is made this day of ; 2008 by and between CONTRA COSTA COUNTY, a political subdivision of the State of California ("Grantor"), and BUCHANAN HANGARS LLC, a Colorado limited liability company("Grantee"). WITNESSETH WHEREAS, Grantor is the owner of certain real property located within the City of Concord, County of Contra Costa, State of California which is operated as a public airport known as "Buchanan Field", WHEREAS,Grantee has leased a portion of the Airport pursuant to that Lease dated , 2008 between Grantor and Grantee (the "Lease"), which leased parcel is more particularly described in Exhibit A attached hereto and by this reference incorporated herein (the "Leased Premises"); and WHEREAS, in order to access the Leased Premises, Grantee requires an easement across a portion of the Airport in order to reach the Leased Premises from Sally Ride Drive and from Center Drive, and Grantor is willing to grant an access easement over the Airport to Grantee to access the Leased Premises on the terms and conditions set forth herein. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Grantor and Grantee do hereby agree as follows: 1. Grant of Access Easement to Sally Ride Drive. Grantor hereby grants to Grantee, its successors and assigns, and Grantee hereby accepts a non-exclusive easement for a term not to exceed forty (40) years for the purpose of installing, constructing, reconstructing, replacing, repairing, upgrading, maintaining and using a driveway for pedestrian and vehicular ingress and egress over, across and upon that certain real property described in Exhibit B (the "Sally Ride Access Easement) and as shown on Exhibit B-1. both of which are attached hereto and by this reference incorporated herein. This easement will expire upon the first of the following to occur: (1) the date the lease expires; or (2) earlier termination of the lease. The Sally Ride Access Easement shall be appurtenant to the Property for the benefit of Grantee, its successors and assigns, and their respective agents, employees, guests, and invitees (collectively, the "Permittees"). 2. 'Grant of Access Easement to Center Drive. Grantor hereby grants to Grantee, its successors and assigns, and Grantee hereby accepts a non-exclusive easement for a term not to exceed forty (40) years for the purpose of installing; constructing, reconstructing, replacing, repairing, upgrading, maintaining and using a driveway for 1732313 4.doc pedestrian and vehicular ingress and egress over, across and upon that certain real property described in Exhibit C (the "Center Access Easement) and as shown on Exhibit C-1, both of which are attached hereto and by this reference incorporated herein. This easement will expire upon the first of the following to occur: . (1) the date the lease expires; or (2) earlier termination of the lease. The Center Access Easement shall be appurtenant to the Property for the benefit of Grantee, its successors and assigns, and their respective agents, employees, guests, and invitees (collectively, the "Permittees"). 3. Easements. The Sally Ride Access Easement and the Center Access Easement may be collectively referred to herein as the"Access Easements". 4. Primary Use of the Property. The primary use of the property subject to the Access Easements ("Property") is for airport operations. Grantee acknowledges and agrees that the use just described constitutes the primary use of the Property and that any and all rights granted or implied by this Grant of Easement are secondary and subordinate to the primary use of the Property by Grantor, its successors and assigns. Grantee shall not, at any time, use or permit the public to use the easement area in any manner that will interfere with or impair Grantor's primary use of.the Property and Grantor reserves the right, at Grantor's sole discretion, to require Grantee to modify or relocate its Access Easement areas at Grantee's sole cost and expense. 5. Grantor's Title. Grantee acknowledges Grantor's title to the Property and agrees never to assail or resist said title. This Access Easement agreement will not be recorded. 6. Construction and Maintenance Responsibility. Grantee shall have the sole responsibility for the construction and maintenance of the Property subject to the Access Easements. In accordance with the foregoing, Grantee shall have the right, following ten days' written notice to Grantor and any other easement holders, to temporarily close or prevent the use of all or a portion of the Access Easements for the period of time specified in the notice that the Airport Manager determines is reasonably necessary for Grantee to fulfill its obligations hereunder, subject to any of Grantor's rights to take any action it considers necessary to secure the health and safety of the public. 7. Non-Exclusive Easement. Nothing contained herein shall be construed to prevent Grantor from granting other easements, licenses or rights of way over said lands, provided however, that said subsequent uses do not unreasonably prevent or obstruct Grantee's easement rights hereunder. 8. No Interference. No party shall unreasonably interfere with or obstruct the use and enjoyment of the Access Easements. In the event of any violation of the terms of this paragraph, parties will attempt to resolve such violation by written notice of such violation from one party to the other and an opportunity to cure. 9. No Public Dedication. Nothing contained herein shall be deemed to be.a grant or dedication of any portion of the Airport, the Property or the Access Easements to the general public or for the general public or for any public purposes whatsoever, it being the intention of Grantor and Grantee that this Agreement be strictly limited to the purposes herein expressed. 10 Exhibits. All exhibits attached to this Agreement are incorporated herein and made a part hereof by this reference. 11 Notices. All notices, consents, or other instruments or communications provided for under this Agreement shall be in writing, signed by the party giving the same, and shall be deemed properly given and received when (i) actually delivered to the addressee in person, or (ii) on the next business day if sent via prepaid overnight courier service for next business day delivery, or(iii) three business days after depositing same in the United States Mails, if sent by registered or certified mail, postage prepaid, to: If to Grantor: Director of Airports Contra Costa County Airports 550 Sally Ride Drive Concord, California 94520-5550 If to Grantee: Buchanan Hangars LLC 2939 Ohio Way Denver, Colorado 80209 Attn: Michael E. Dunn or to such other address as Grantor or Grantee may designate by written notice to the other party. 12. Construction. This grant of easement shall not be construed as if it had been prepared by one of the parties, but rather as if both parties have prepared it. The parties and their counsel have read and reviewed this grant of easement and agree that any rule of construction to the effect that ambiguities are to be resolved against the drafting party shall not apply to the interpretation of this grant of easement. 13. No Amendment. This Agreement contains the entire agreement between the parties hereto and shall not be amended except by an agreement in writing signed by the parties hereto or their successor in interest. 14. Invalidity; Severability. The invalidation or unenforceability in any particular circumstances of any provision of this Agreement will in no way affect any other provision hereof, which will remain in full force and effect. If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, the remainder of this Agreement shall 3 not be affected thereby, and each term and provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. 15. No Assignment of Easement. No rights granted hereunder. shall be transferred, apportioned or assigned without the prior written consent of Grantor, however, in the event that Grantee assigns the Lease to the Hangars at Buchanan Airport Condominium Association, Iric. ("HOA")pursuant to Section 27.B. of the Lease, Grantor will give its consent to the assignment of this easement to such HOA. 16. Indemnification. Grantee shall indemnify, hold harmless, and defend Grantor and Grantor's successors and assigns from and against any claim, liability, loss, damage, cost or expense, including attorneys' fees, which may arise from, or relate to, the use of the Access Easements by Grantee or its Permittees. Notwithstanding the foregoing, the indemnification obligations of Grantee contained herein shall be limited to those claims, .liabilities, losses, damages, costs, or expenses arising out of the acts or omissions of Grantee and its Permittees, and in no event shall Grantee be obligated to indemnify Grantor for the portion of liability a court determines is attributable to a party other than Grantee or its Permittees. 17. No Waiver. No waiver by either party of any default under this Agreement shall be effective or binding upon such party unless made in writing. No waiver of any default shall be deemed a waiver of any other or subsequent default hereunder. 18 Counterpart Signatures. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be ail original, and all of such counterparts taken together shall constitute one Agreement. [Signatures on following page] 4 IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed on the date first written above. GRANTOR: CONTRA COSTA COUNTY, a political subdivision of the State of California By: Keith Freitas, Director of Airports APPROVED AS TO FORM: Silvano B. Marchesi County Counsel By: Deputy County Counsel GRANTEE: BUCHANAN HANGARS LLC, a Colorado limited liability company By: Buchanan Hangars Investors LLC, a Colorado limited liability company, its sole member By: Michael E. Dunn, Its Managing Member 5 STATE OF CALIFORNIA ) ss. COUNTY OF CONTRA COSTA ) The foregoing instrument was acknowledged before me this day of , 2008, by as of Contra Costa County, a political subdivision of the State of California. WITNESS my hand and official seal. Notary Public, State of California My commission expires: STATE OF COLORADO ) ss. COUNTY OF DENVER ) The foregoing instrument was acknowledged before me this day of , 2008,by Michael E. Dunn as Managing Member of Buchanan Hangars Investors LLC, a Colorado limited liability company, the sole member of Buchanan Hangars LLC, a Colorado limited liability company. WITNESS my hand and official seal. Notary Public, State of Colorado My commission expires: 6 EXHIBIT A PROPERTY.LEGAL DESCRIPTION EXHIBIT -` LEGAL DESCRIPTION All that real property situate in the City of Concord, County of Contra Costa, State of California, described as follows: A portion of Parcel One as described in the CORRECTION DEED recorded August 16, 1951, in Book 1807 of Official Records, at Page 301, Contra Costa County Records, further described as follows: Commencing at the most southerly corner of Parcel Nine as described in said CORRECTION DEED, said point of commencement also being a point on the easterly line of Marsh Drive as said easterly line is shown on the Record.o!f Survey filed December 30, 1969, in Book 52 of L.S.M., at Page 35, Contra Costa County Records; thence from said point of commencement South 08°50'32" West, 140.41 feet along said easterly line of said Marsh Drive;.thence leaving said easterly line of Marsh Drive, South 81°09'28"East, 81.00 feet along the southerly line of Sally Ride Drive to the Point of Beginning; thence from said point of beginning continuing along said southerly line of Sally Ride Drive, South 81°09'28"East, 12.00 feet to the beginning of a non-tangent curve concave to the southeast having a radius of 20.00 feet, a radial line to the beginning of said curve bears North 81°09'28" West; thence northerly 31.42 feet along said curve through a central angle of 90°00'00";thence South 81009'28"East, 24.50 feet to the beginning of a curve concave to the northwest and having a radius of 234.00 feet; thence easterly and northerly 303.67 feet along said curve through a central angle of 74°21'21"; thence leaving said southerly line of Sally Ride Drive, South 65°30'49"East, 4.26 feet to the beginning of a curve concave to the west having a radius of 20.00 feet; thence southerly 31.43 feet along said curve through a central angle of 90'03'16"; thence South 24°32'27" West, 161.00 feet; thence South 65'28'13" East, 275.68 feet;thence South 24°31'47" West, 1239.76 feet; thence North 81'09'28"West 73.78 feet; thence along the prolongation of a radial line North 13°37'13" West 21.23 feet to the beginning of a non- tangent curve concave to the northwest and having a radius of 24.00 feet; thence easterly and northerly 29.61 feet along said curve through a central angle of 70°41'03"to the beginning of a compound curve concave to the southwest and having a radius of 74.00 feet;thence northerly and westerly 56.49 feet along said curve through a central angle of 43°44'20"; thence North 38°02'35" West 80.12 feet to the beginning of a curve concave to the northeast and having a radius of 76.00 feet;thence northerly 56.27 feet along said curve through a central angle of 42'25'18"; thence North 85°37'24" West 9.00 feet; thence North 04°22'36" East 36.91 feet to the beginning of a curve concave to the east and having a radius of 610.00 feet;thence northerly 47.54 feet along said curve through a central angle of 04°27'56";thence North 08°50'32"East 977.05 feet to a point on the southerly line of Sally Ride Drive and the Point of Beginning. Containing an area of 448,611 square feet, 10.30 Acres more or less. LAND S� Attached hereto is a plat labeled"EXHIBIT B"hereby referred to and made a qL 9.30. 09 � K:\Projects12007107071\Docs\LEGALSILEGAL-Hanger Lease Line.doc \e EXHIBIT B SALLY RIDE ACCESS EASEMENT DESCRIPTION EXHIBIT ` 8 LEGAL DESCRIPTION All that real property situate in the City of Concord, County of Contra Costa, State of California, described as follows: Commencing at the most southerly corner of Parcel Nine as shown in that certain parcel of land recorded August 18, 1951, in Book 1807 of Official Records, at Page 30f, Contra Costa County Records, said point of commencement also being a point on the easterly line of Marsh Drive as said easterly line is shown on the Record of Survey filed December 30, 1969, in Book 52 of L.S.M., at Page 35, Contra Costa County Records; thence along said easterly line of said Marsh Drive, South 08°50'32"West, 140.41 feet; thence leaving said easterly line of Marsh Drive along the southeasterly line of Sally Ride Drive the following four (4) courses: South 81°09'28"East, 93.00 feet to the beginning of a non-tangent curve concave to the southwest having a radius of 20.00 feet and to which beginning a radial line bears North 81'09'29"West; thence southeasterly 31.42 feet along said curve through a central angle of 90°00'00"; thence South 81°09'28"East, 24.50 feet to the beginning of a curve concave to the northeast having a radius of 234.00 feet; thence 303.67 feet along said curve through a central angle of 74021'21" to the Point of Beginning; thence leaving said southeasterly line of Sally Ride Drive South 65°30'49" East, 4.26 feet to the beginning of a curve concave to the northwest having a radius of 20.00 feet; thence southerly and westerly 31.43 feet along said curve through a central angle of 90'03'16"; thence South 24°32'27"West, 161.00 feet to a point on the prolongation of the southerly line of Industrial Lease Parcel recorded August 13, 1964, in Book 4681 of Official Records, at Page 675, Contra Costa County Records; thence along last said line South 65'28'13" East, 30.18 feet; thence North 24°32'27"East, 224.74 feet; thence North 65'28'13"West, 54.50 feet to a point on said southeasterly line of Sally Ride Drive; thence along last said line South 24'29'11"West, 43.73 feet to the Point of Beginning. Containing an area of 7,931 square feet, more or less. Attached hereto is a plat labeled"Exhibit B"hereby referred to and made a part hereof. Sip 'LAND sU� pRLES R W n EXP 9-30-08 o. 5 sl � or C /Z.2/-zoos KAProjectsL007%07071\Docs\LEGAL-NORTH SITE ACCESS.doc EXHIBIT B4 SALLY RIDE ACCESS EASEMENT DRAWING MP 508 Aro.4A �Lo L.0+ c N — gyp, . Cn R=20.00' c'J , A=90'00'00"ao \ L=31.42' S" \ E/) N \ a 00 a- a � N °c \ , C) LAND cli \`��SG,rpRLEs e��� Ao SALLY RIDE DRIVE cli S24'29'11 'W EXP. 9-30-08 �, , P.O.B. 43.73 No. 5 - l9 S65'30',49"E - W S24'32'27"W 4.26. O n Ln F ='ZO:;OD,:':' ur 00 I.2pp ':.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...... cv 2'2 ..............d=30'.©.3.1:6.. Z a;:SITE:ACCESS: RS M..... :::............. .. �n in L=:31:::x:3.:: coo �.�-.-...............................�.�.�.�.�.�.�.�.2.4''3��.27�.�.E.�.�.�.�.�.�.�.�.�.�.�.�............... z 5 U 224.74 a 3 n PARCEL 3 LEXAS INDUSTRIAL COMPLEX g UNRECORDED LEASE AMENDMENT a i N U v 0 a` Y ' BELLECCI & ASSOCIATES, INC. DATE: DECEMBER 20, 2007 SCALE: 1"=60' PROJECT NO.: 07071 ISHEET 1 OF 1 • CIVIL ENGINEERING• LAND PLANNING• LAND SURVEYING 2290 DIAMOND BLVD,SUITE 100,CONCORD,CA 94520 EXHIBIT B - 1 PHONE: (925)685-4569 FAX: (925)685-4838 EXHIBIT C CENTER ACCESS EASEMENT DESCRIPTION EXHIBIT C=1 CENTER ACCESS EASEMENT.DRAWING 1732313 4.doc � k � x \X\ � X\ k\ � X LEASE AREA 1 10.2987 ACRES 448,611 S.F. i J \ 4C — — — — — — / MARSH DRIVE \� . x � r \ r PARCEL "A" 63 LSM 1 01, 5 7 ALL BELLECCI & ASSOCIATES, INC. DATE: AUGUST s Zoos SCALE: 1"=50' PROJECT NO.: 07071 SHEET 1 OF 1 • CIVIL ENGINEERING. LAND PLANTNING• LAND SURVEYING 2290 DIAMOND BLVD,SUITE 100,CONCORD,CA 94520 SITE ACCESS PHONE: (925)685-4569 FAX: (925)685-4838 EXHIBIT EXHIBIT K LIST OF APPROVED PLANS 1881665 6.doc AVIATION DEVELOPMENT GROUP BUCHANAN FIELD ARCHITECTURAL DOCUMENT LIST For LEASE EXHIBIT Drwg Drwg Description Initial Revision Prepared # Date Date b SD-1 Architectural Site Plan 10-15-07 7-18-08 )ML of ADG A2.1 Building "A" Slab Plan 8-1-08 SO of ADG A2.2a Building "B" Slab Plan 8-1-08 SO of ADG A2.2b Building "B" Slab Plan 8-1-08 SO of ADG A2.3 Building "C" Slab Plan 8-1-08 SO of ADG . A2.4 Building "D" Slab Plan 8-1-08 SO of ADG A2.5 Building "E" Slab Plan 8-1-08 SO of ADG A2.6 Building 'T" &"H" 8-1-08 SO of ADG A4.1 Building "A" Elevations 8-1-08 SO of ADG A4.2 Building "B" Elevations 8-1-08 SO of ADG A4.3 Building T" Elevations 8-1-08 SO of ADG A4.4 Building "D" Elevations 8-1-08 SO of ADG A4.5 Building ''E" Elevations 8-1-08 SO of ADG A4.6 Building 7" &"H" Elevations 8-1-08 SO of ADG 1 .1 ;1 o ado; �sy - ' F o T?$gIF Io m $ �."zm`mogy 'a;,5m.s3_ Uy�«oho ios;mog� n';rn.> ���i3niv �°�'ns�`P o I ii �'a• 30u, -o" " �Qm n ° n 8 1 D^r'ao v m n O y a f IC °> T/ —_— $° c0 I 1 dol I 1 I IX i �,,,: I oa o o c 0 9nz D i y _44 �a Df n I. II II O >^ ® gymz g _ M _ P $ DI' I i R Z� / . i / l i =43onv a � m o m q; c'iaco,i 'iiao P � . 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