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HomeMy WebLinkAboutMINUTES - 07192005 - SD3 REVISION 1 TO THE WENDT RANCH GRAD PLAN OF CONTROL THE ANNEXATION OF THE ALAMO CREEK AND INTERVENING PROPERTIES INTO THE WENDT RANCH GEOLOGIC HAZARD ABATEMENT DISTRICT(GRAD) AND CHANGES WITHIN THE WENDT RANCH DISTRICT SUBMITTED TO THE BOARD OF DIRECTORS PREPARED BY ENGEO INCORPORATED PROJECT NO.4063,aleO50oft MAY 10,2005 REV. ISED MAY 24,2005 COPYRIGHT m 2005 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED. GEOTECHNICAL ENVIRONMENTAL WATER RESOURCES N C O R P O R A T E D CONSTRUCTION SERVICES Project No. 4063.1.050.01 May 10,2005 Revised May 24,2005 Mr.Marshall Torre . . Shapell Homes of Northern California P.O.Box 361169 Milpitas,CA 95035 Subject: Alamo Creek,Intervening Properties and Wendt Ranch Contra Costa County,California n ' REVISION 1 TO THE WENDT RANCH GRAD PLAN OF CONTROL Dear Mr.Torre: Attached is the proposed Revision 1 to the Wendt Ranch Geologic Hazard Abatement District(GRAD) Plan of Control. The proposed amendment is intended to reflect the annexation of the Alamo Creek and Intervening Properties into the existing Wendt Ranch GRAD in addition to changes that have occurred within the existing Wendt Ranch GRAD and development since the initial Plan of Control was adopted. . - For the Alamo Creek development,this annexation fulfills Condition of Approval(COA)No. 129 that requires the establishment of a GRAD for the site prior to the issuance of the first building permit. Additional ` Condition of Approval requirements related to GRAD functions, including COA Nos. 21, 130, 131, 148, 166, 169, 171 and 177,are covered within this addendum or its attachments. For the Intervening Properties site, this annexation satisfies the project Condition of Approval No. 111 that allows the Intervening Properties site will be annexed into the existing Wendt Ranch GRAD (SD 8002). tr Intervening Properties Condition of Approval requirements related to GRAD functions,described in this Plan . . of Control or attachments,include COA Nos. 128, 147, 149, 155 and 156. If you have any questions or would like any additional information,please do not hesitate to contact us. Very truly yours, EN EO CO RED G� Pr aredNE No.2189 r --A ,* Exp.�d�" � CERTIFIED Eric e119 CE v'� ENGINEERING Uri iahu,GE ..9 GEOLOGIST eh/ue/jf poc �<c Q� cc: 1—Mr. Sam fit, mes of Northern Cali ornia 1—Mr.Brian Olin, omes,Inc. 1—Ms.Pam Hardy,Ponderosa Homes I—Mr.Jeff Lawrence,Braddock and Logan 6—Ms.Teri Rie,Contra Costa County Public Works Department 2010 Crow Canyon Place•Suite 250•San Ramon,CA 94583-4634•(925)866-9000 Fax(925)866-0199 www.engeo.com EAIGEO INCORPORATED TABLE OF CONTENTS Letter of Transmittal Page I. AUTHORITY AND SCOPE............................................................................................ 1 PropertyIdentification.........................................................................................................2 II. BACKGROUND 00000000000000000000000040000000000000000000000000000000*ooe0000000000e*00000000000000000*0000eooes00000000s000 3........................................................... 3 ExistingSite Conditions .....................................................................................................3 WendtRanch........................................................................................................... 3 AlamoCreek........................................................................................................... 3 InterveningProperties.............................................................................................4 ProposedDevelopment 00000800000000009000000000000000000000000000000s000000000000000000000000000es0000000000000e0000000*000004....................................................4 AlamoCreek...........................................................................................................4 Intervening Properties............................................................................................. 5 G-H-AD Responsibilities .......................................................................................... 5 OpenSpace ............................................................................................................. 6 III. SITE GEOLOGY............................................................................................................ 10 Regional Geology and Geologic Maps..............................................................................10 SiteGeology.......................................................................................................................10 GeologicUnits 000000000000*00 0000 000000000 000000 00000 00 00000000 0 000 00000 0000000000000 0 00000 0 0 00 000 000 sees 0 00000000 0000000000 11.........................................................11 ArtificialFill ......................................................................................................... 11 Landslides............................................................................................................. 11 Colluvium ............................................................................................................. 11 Alluvium............................................................................................................... 11 Bedrock................................................................................................................. 12 Groundwater......................................................................................................... 12 SeismicSources.................................................................................................... 12 IV. SLOPE STABILITY CONSIDERATIONS DURING MASS GRADING ............... 14 V. GEOLOGIC HAZARDS................................................................................................ 16 SlopeInstability.................................................................................................................16 Slopes.................................................................................................................... 16 CreekChannel Erosion......................................................................................... 20 Seismically-Induced Ground Shaking.................................................................. 22 ExpansiveSoils..................................................................................................... 22 CompressibleSoils................................................................................................ 22 Flooding................................................................................................................ 23 VI. CRITERIA FOR GRAD RESPONSIBILITY 000000*00000s000000000000*00000000s000000esosees000000000000024 1. Isolated or Remote Slope Instability*00000000000000000e0000eooesoos000s0000s000000 00000000000000000000**OOOOOOOO*24 2. Single Property..............................................................................................................24 3. Geologic Hazards Resulting From Negligence of Property Owner..............................24 4063.1.050.01 May 10, 2005 Revised May 24, 2005 EAIGEO INCORPORATED TABLE OF CONTENTS (Continued) 4. Property Not Accepted................*** 0000 see 0*0 00 0***ooeoo*0000 e see***so so*** 0000000 see o oos&s*025..........................................25 5. Geologic Hazard Which Requires Expenditure in Amount Exceeding the Value of the Threatened or Damaged Improvement ..................................................................25 6. GRAD Funding or Reimbursement for Damaged or Destroyed Structures or Site Improvements ..............................................................................................................25 7. No Reimbursement of Expenses Incurred by Property Owners...................................26 VII. ACCEPTANCE............................................................................................................... 27 1. Activation of Assessment 000 00000 0000 00 00 000 0000 00 0 00*00000**so 00000 0000000 o sees o 99 o see 9 9 so es0000000s a 0000000000027........................................27 2. Responsibility for GHAD Activities.............................................................................27 3. Process for Transferring Responsibility for GHAD Activities.....................................28 VIII. OPEN SPACE AND BASIN PLAN OF CONTROL................................................... 30 Geotechnical Techniques for Mitigation of Landslide and Erosion Hazards....................31 Landslide Mitigation for Existing Landslides....................................................... 31 General Landslide Mitigation............................................................................... 32 IX. PRIORITY OF GRAD EXPENDITURES................................................................... 34 X. OPEN SPACE OWNERSHIP AND MANAGEMENT...............................................35 XI. BIOTECHNICAL'N'%"xpaCOMMIE-N--DATIONS FOR PREVENTION AND MITIGATION OF EXISTIN G OR POTENTIAL EROSION HAZARDS.............. 36 XII. MAINTENANCE AND MONITORING SCHEDULE37 SELECTED Intru_FERENCES FIGURES Figure 1 GRAD Boundary Figure 2 Site Plan/Combined Trail Plan—Intervening Properties, Wendt Ranch,Ponderosa Homes and Alamo Creek Figure 3Geologic Map—Intervening Properties Figure 4 Geologic Map—Wendt Ranch Figure 5 Corrective Grading Plan—Alamo Creek Figure 6 Preliminary Corrective Grading Plan—Intervening Properties Figure 7 As-Built Keyway and Subdrain Plan—Wendt Ranch Figure 8 Conservation Easement Exhibit—Subdivisions 8381 and 8382, 8331 and 8002 Figure 9 Landscape Ownership and Maintenance Plan—Intervening Properties Exhibit A Wendt Ranch GRAD-Legal Description APPENDIX A-Operation and Maintenance Manual for the GRAD-Maintained Drainage Facilities APPENDIX B-Perpetual Conservation Easement Deed—Alamo Creek APPENDIX C-Perpetual Conservation Easement—Intervening Properties 4063.1.050.01 May 10, 2005 Revised May 24, 2005 EAIGEO INCORPORATED TABLE OF CONTENTS (Continued) APPENDIX D—Perpetual Conservation Easement—Wendt Ranch APPENDIX E—GHAD Responsibility Analysis Letter APPENDIX F—Maintenance of Detention Basin on Wendt Ranch 4063.1.050.01 May 10, 2005 Revised May 24, 2005 EAIGEO INCORPORATED I. AUTHORITY AND-SCOPE The Contra Costa County Board of Supervisors formed the Wendt Ranch Geologic Hazard Abatement District ("GRAD" or "District") on February 12, 2002, (Resolution 2002/59) under authority of the California Public Resources Code (Division 17, commencing with Section 26500). For the Alamo Creek Project, Condition of Approval (COA) No. 129 requires the establishment of a GRAD prior to issuance of the first residential building permit. Under COA No. 111, a similar requirement has been imposed for the Intervening Properties development. To satisfy these requirements, the developers of Alamo Creek and Intervening Properties have elected to petition the Board of Directors of the Wendt Ranch GRAD to annex the Alamo Creek and Intervening Properties projects into the existing Wendt Ranch GRAD. Section 26509 of the Public Resources Code requires a Plan of Control, prepared by a State Certified Engineering Geologist, as a prerequisite to formation of a GRAD. An Engineering Geologist, certified pursuant to Section 7822 of the Business and Professions Code, prepared the original Plan of Control for the Wendt Ranch GRAD. The Business and Professions Code requires a Plan of Control to describe, in detail, geologic hazards, their location, who is affected by them, and most significantly, a plan for the prevention, mitigation.) abatement.) or control thereof. In accordance with the requirements of the Public Resources Code, a proposed revision to the original Wendt Ranch Plan of Control was submitted to the Wendt Ranch GRAD Board of Directors with the petition to annex the Alamo Creek and Intervening Properties developments into the Wendt Ranch GRAD. 4063.1.050-01 May 10, 2005 Revised May 24, 2005 1 EAIGEO INCORPORATED As used in this Plan of Control, and as provided in Section 26507, "geologic hazard" means an actual or threatened landslide, land subsidence, soil erosion, earthquake, fault movement, or any other natural or unnatural movement of land or earth. Property Identification The proposed GRAD boundary including Wendt Ranch, Alamo Creek and Intervening Properties is shown in Figure 1. The GHAD annexation area includes the open space areas within the Alamo Creek and Intervening Properties projects. A portion of the current Alamo Creek development was included within the original Wendt Ranch GRAD boundary. For descriptive purposes within this Plan of Control, the current property limits of the Alamo Creek, Intervening Properties and Wendt Ranch developments are used and all of the Alamo Creek development is described as one, whether or not it was included within the original GHAD property limits. A legal description of the land in the Wendt Ranch GRAD and the area to be annexed into the Wendt Ranch GRAD is included in Exhibit A. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 2 EAIGEO INCORPORATED II. BACKGROUND Existing Site Conditions Wendt Ranch. The site is located to the south of Camino Tassajara Road, near Blackhawk Drive in unincorporated Contra Costa County, east of Danville. The irregularly-shaped p arcel is about 164.8 acres in area. One branch of the Alamo Creek traverses the site in a northeast to southwest direction, and another borders the western site boundary. Mass grading on the Wendt Ranch site was completed by 2004. Residential construction at the site is ongoing with a planned total of 125 lots and a daycare facility. Ongoing GRAD monitoring activities by the developer on the Wendt Ranch site, including the detention basin, creek channel and slopes have been reported since as early as 2003. Alamo Creek. The approximately 605-acre site is located south of Camino Tassajara Road, across from Blackhawk,Drive, in an unincorporated portion of Contra Costa County., The Alamo Creek property abuts the eastern boundary of the existing Wendt Ranch GRAD. The irregularly-shaped property consists of a relatively level area near Camino Tassajara with surrounding hill slopes to the east, south and west. Prior to the current grading activities, elevations ranged from a low of about 720 feet above mean sea level (msl) near Camino Tassajara and in the swale areas of the site, to a high of about 1,050 feet above msl at the ridge top situated at the southernmost area of the site. Camino Tassajara is located along the northern edge of the Alamo Creek property. The site is bounded on the west by the Wendt Ranch development. Undeveloped land is located east and south of the Alamo Creek site. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 3 EAIGEO INCORPORATED Intervening Properties. The 157-acre Intervening Properties site is located south of Camino Tassajara and east of Lawrence Road in Contra Costa County. The Intervening Properties project shares a common border with the existing Wendt Ranch along the western edge of the existing GRAD. Prior to current grading activities, the site topography included a central ridgeline with a maximum elevation of approximately 848 feet, surrounded by lower lying areas at elevations of 650 to 700 feet. The eastern side of the site is traversed by a tributary to Alamo Creek identified as Intervening Tributary in some reports for the site. Camino Tassajara is located along the northern edge of the subject property. The site is bounded on the west by the Diablo Vista School. Residential developments are located west and east of the subject property. Residences within the Wendt Ranch development east of the site are under construction. Undeveloped land is located south and southeast of the Intervening Properties site. Proposed Development Alamo Creek. Current grading plans prepared by dk Associates show development for the Alamo Creek project, which will include 679 single-family lots, 125 townhome units, 123 senior units, an elementary school site,parks, soccer fields and open space. The native or graded slopes between the developed area and the southernmost area will be reserved for open space, which total 357 acres. As shown on the Geotechnical Corrective Grading Plans, cuts up to 100 feet(30 meters)deep are anticipated at the ridge tops and hill slopes, and fills up to 70 feet thick will be placed in the low-lying areas. Graded slopes, up to 120 feet high, areproposed at a gradient of 3:1 (horizontal:vertical), 4063.1.050.01 May 10, 2005 Revised May 24, 2005 4 EAGEO INCORPORATED A Geotechnical Exploration was completed by ENGEO for the Alamo Creek development and the geotechnical corrective recommendations provided in this report have been incorporated into the Alamo Creek Geotechnical Corrective Grading Plans dated August 2004. Grading planned around the perimeter of the residential development will include cut or fill slopes extending from the adjacent open space (ungraded) areas. Final grading work at the site will have been completed prior to acceptance of the property by the GRAD. Intervening Properties. Current grading plans for Intervening Properties show a total of 378 single-family residential lots and a building pad for 96 apartment units. Two of the 378 single-family residential pads will be developed around existing residences. The building pads and streets will be developed by cuts of up to about 100 feet, and placement of engineered fill up to approximately 90 feet thick from original grade. Playfields, about 15 acres in area, will be developed for the adjacent Diablo Vista School. The playfields will be located along the northwestern portion of the site adjacent to Camino Tassajara. A Preliminary Geotechnical Exploration was completed by ENGEO for the site. Geotechnical corrective recommendations provided in these reports have been incorporated into plans labeled Preliminary Remedial Grading Plans, Intervening Properties, Danville, California and dated February 2004 (Draft). Grading planned around the perimeter of the residential development will include a water quality detention basin, two bioretention cells and cut or fill slopes extending from the adjacent open space (ungraded) areas. Final grading work at the site will have been completed prior to acceptance of the property by the GRAD. GRAD Responsibilities From a review of the existing Wendt Ranch Plan of Control, Conditions of Approval, site reports, grading plans and remedial plans for the Alamo Creek, Intervening Properties and 4063.1.,050.01 May 10, 2005 Revised May 24, 2005 5 EAIGEO INCORPORATED Wendt Ranch projects, the GRAD will assume monitoring and maintenance responsibilities for the following site improvements (Figure 2). • Wendt Detention Basin • Water Quality-Detention Basin"A" • Maintenance roads associated with the detention basin • Bioretention Basins "A", "B" and"C" • Concrete-lined drainage ditches in open space area • Debris benches • Subdrains • Storm drain inlets, outfalls and pipelines within the open space area • Restored and unaltered creek channels including grade control structures • Open space maintenance including trails (see below) • Settlement Instruments • Retaining Walls • Slopes The GHAD's maintenance, monitoring and repair responsibilities for slopes, which will include repaired or partially-repaired landslides, as shown on the attached remedial grading plans for each of the projects, are discussed below in additional detail. Open Space. Title to the open space within the Wendt Ranch development, including the detention basin will be held by the Wendt Ranch GRAD. Maintenance of habitat features and values will be the responsibility of the natural lands manager. The governing documents of the Wendt Ranch HOA include provisions requiring cooperation and coordination with both the GRAD and natural lands manager such as allowing access to private property to allow for monitoring and mitigation activities of the CHAD. Title for the open space within the Alamo Creek, Intervening Properties and Wendt Ranch projects, including the detention and water quality basins, will pass to the Wendt Ranch GHAD, As the open space within and immediately adjacent to subdivision tracts is an amenity that 4063.1.050.01 May 10, 2005 Revised May 24, 2005 6 EAIGEO INCORPORATED benefits all of the property owners within those subdivisions, the funding of the maintenance of the open space should be shared by all current and future property owners within recorded subdivision tracts in the GHAD's boundaries. The Wendt Ranch GRAD, as owner of the open space areas and basins within the Wendt Ranch Alamo Creek and Intervening Properties projects, will assume responsibilities that relate to it's position as a GRAD and also duties as a responsible land owner. The GRAD is charged with responsibilities that relate to the prevention, mitigation, abatement, or control of geologic hazards which includes the maintenance of facilities that enhance site stability such as drainage facilities and associated improvements. This may include the monitoring and maintenance of drainage facilities which, if subject to improper care, could result in decreased slope stability, the prime concern of the GRAD. As currently planned, the drainage facilities to be maintained by the GRAD include water quality detention basins, bioretention basins, concrete-lined drainage . ditches, open space storm drain facilities and creek channels including grade control structures. In addition, the GRAD will be responsible for maintenance of designated trails planned within 0 the open space area. Improper maintenance of the trail system could facilitate erosion, a prime concern for the GRAD,to develop within the open space areas. All activities in GRAD-owned open space parcels shall be subject to approval by the GHAD. Maintenance of habitat features and values will be the responsibility of the natural lands manager as shown on Table 1 in Section X. It is anticipated that the Perpetual Conservation Easement Deeds for open space areas in both the Alamo Creek and Intervening Properties will be granted initially to the Wildlife Heritage Foundation. The Conservation Easements, provided as an attachment to this report in Appendices B. C and D, are agreements between the property owners and the lands manager to undertake duties as defined in the Mitigation and Monitoring Plans. An endowment will be established to provide the funding for these duties which are not included 4063.1.050.01 May 10, 2005 Revised May 24, 2005 7 EAGEO INCORPORATED in the GRAD operations or budget estimates. The governing documents of the HOA will include provisions requiring cooperation and coordination with both the GRAD and natural lands manager. The GRAD will mitigate or abate landslide or erosion hazards that could directly affect improved, developed and accepted properties (as defined in Section VII) within the Wendt Ranch, Alamo Creek and Intervening Properties Sites, in accordance with Section VI. The GRAD will assume other peripherally-related open-space responsibilities, such as basin maintenance, erosion control and selected other maintenance associated with open space. Maintenance of the basins and open-space drainage facilities shall be conducted by the GRAD in accordance with the Wendt Ranch, Intervening Properties and Alamo Creek — Operation and Maintenance Manual for GRAD-Maintained Drainage Facilities provided in Appendix A. The Operation and Maintenance Manual for GRAD-Maintained Drainage Facilities incorporates the elements of the referenced maintenance plans, which were prepared in accordance with Intervening Properties Conditions of Approval (COA) Nos. 128, 147, 155 and 156. The Operation and Maintenance Manual for GRAD Maintained Drainage Facilities is also based on the requirements contained within Alamo Creek COA Nos. 130, 131, 148 and 170 and Wendt Ranch COA Nos. 155, 161 and 162. Proactive maintenance, assessment, repair and replacement of creek improvements (including vegetation control and armoring of channels), natural slope maintenance and desilting of detention basins will be the responsibility of the GRAD subject to the limitations of this Plan of Control. In addition,the GRAD shall have the right to approve any construction, maintenance or repair in the open space which the GRAD determines has the potential to impact geologic stability. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 8 EAGEO INCORPORATED Shallow subdrains may be constructed that are located within the open space areas, or are located within privately owned parcels. Typically, these subdrains are located between about 1 to 4 feet below the ground surface. If the shallow subdrains are located across a private parcel or parcels, the GRAD should be notified by the responsible party if damage occurs so that the subdrain can be repaired by the GRAD. In addition, no other drainage pipelines should be connected to the shallow subdrain. A copy of each of the recorded Notice of Restriction regarding the existence of a shallow subdrain on a private lot shall be provided by the developer to the GRAD prior to the acceptance of these areas by the GRAD. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 9 EAIGEO INCORPORATED III. SITE GEOLOGY Regional Geology and Geologic Ma .ps The Wendt Ranch, Alamo Creek and Intervening Properties sites are located within the Coast Ranges geologic province of California, a series of northwest-trending ridges and valleys. Bedrock in the province has been folded and faulted during regional uplift beginning in the Pliocene period, approximately 4 million years before present. Regional geologic maps were reviewed as part of the previous geotechnical exploration reports prepared for the subject properties. The regional mapping prepared by Graymer (1994) indicates that the sites are underlain by the Green Valley and Tassajara Formations, consisting of-non-marine sandstone, siltstone and conglomerate. Undivided surficial deposits (colluvium and alluvium) are mapped within the lower-lying portions of the site. Regional mapping shows that bedrock units are striking in a general northwest-southeast trend and steeply dipping to the north. The sites are not located within a State of California Earthquake Fault Zone for active faults (CDMG, 1982). The nearest mapped active faults are the Greenville fault, about 4.4 miles to the east, and the Calaveras fault, approximately 5 miles west of the site. Previous geotechnical exploration reports have not identified evidence of active faults on the site. Site Geolo�v The geologic units mapped on the Alamo Creek, Intervening Properties and Wendt Ranch sites include bedrock and surficial deposits consisting of artificial fill, alluvium, colluvium and landslides that are described below. The geologic units described below are adapted from reports previously completed for the Alamo Creek, Intervening Properties and Wendt Ranch sites. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 10 EAIGEO INCORPORATED Geologic Units Artificial Fill. Artificial fill encountered on the sites is in conjunction to the previous site grading related to development of the existing residences and improvements. The fill materials were described as loose to stiff mixtures of clay and rock fragments. Areas of artificial fill placed prior to the current grading activities are shown on the remedial grading plans for each of the sites. Landslides. Landslide deposits consist of masses of unconsolidated material and/or bedrock that have moved downslope by sliding, falling or flowing. Landslides ranging in size from very small to relatively large occur along the sloping areas of the sites. The landslides have been mapped as debris flows, earth flows and combination earth slump/flow landslides that may include deeper-seated landslides. Colluvium. Mantling the bedrock and filling swales at the sates are colluvial deposits. These sediments are derived from weathering of the underlying bedrock and consist mostly of a silty clay matrix with sand and rock fragments. This material generally is very highly to critically expansive. Where colluvium is located on sloping ground, it may be characteristically unstable. Within swales, the colluvial deposits tend to be relatively thicker and may be subject to flow or slip downslope. Alluvium. With the exception of two bedrock areas forming hills within the central and northern portions of the Wendt Ranch development, alluvium is mapped beneath the remainder of the site. Alluvium underlies three areas of the Intervening Properties site. These alluvial areas include the northwestern corner of the site, the northeastern edge of the site and the eastern portion of the site adjacent to the Intervening Properties tributary to Alamo Creek. Alluvium within the Alamo 4063.1.050.01 May 10, 2005 Revised May 24, 2005 11 EAIGEo INCORPORATED Creek project includes areas along the Main Branch of Alamo Creek and an eastern tributary. Alluvium was described as being composed of interbedded clay, silt and sand with trace amounts of gravel. Typically,the alluvium consists of a moist, very stiff silty clay. Bedrock. Bedrock at the two sites was identified during subsurface explorations as claystone, siltstone and sandstone. The bedrock was described in the boring and exploratory test pit logs as friable to weak and moderately to highly weathered. As stated in the Geotechnical Reports, it is expected that the finer grained bedrock will have a high to critical expansion potential due to the montmorillenitic clay content. In general, bedding was described as striking to the northeast and dipping to the north. Groundwater. At the time of subsurface work, groundwater was encountered between 1 and 18 feet below the ground surface in the low-lying alluvial areas of the three sites. Groundwater was not encountered in the higher areas of the sites with the exception of exploratory Boring 2 at the Intervening Properties site and Boring B-12 at the Alamo Creek site (Figures 2 and 3). In exploratory Boring B-2, groundwater rose to within several feet of the surface after the hole was open for a period of 24 hours. Within Boring B-12, groundwater was reported at a depth of 55 feet below the existing ground surface. Fluctuations in groundwater levels will occur seasonally and over a period of years because of precipitation, changes in drainage patterns, irrigation and other factors. Future irrigation will likely cause an overall rise in groundwater levels. Seismic Sources. The nearest State-of-California-zoned, active' fault is the Greenville fault about 4.4 miles to the east of the site. While the probability of ground rupture is considered low, An active fault is defined by the State Mining and Geology Board as one that has had surface displacement within Holocene time(about the last 10,000 years) (Hart, 1994). The State of California has prepared maps designating zones for special studies that contain these active earthquake faults. 4063.1.050,01 May 10, 2005 Revised May 24, 2005 12 EAIGEO INCORPORATED as described in the Geotechnical Exploration reports, there is a high probability that the sites and any improvements will be subject to strong ground shaking during the lifetime of the project. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 13 EAIGEO INCORPORATED IV, SLOPE STABILITY CONSIDERATIONS DURING MASS GRADING Mass grading has been completed for the Wendt Ranch development. During the site grading, corrective grading was undertaken based on remedial grading plans developed for the site. The As-Built Keyway and Subdrain Plan (Figure 7) show the surveyed locations of subdrains and keyways within the development. The referenced testing and observation reports document monitoring of the site during grading activities. Slope stability considerations identified for the Alamo Creek and Intervening Properties and anticipated to be addressed during site grading are discussed below. As shown on the Remedial Grading Plans for Alamo Creek and Intervening Properties (February and August 2004), existing artificial fills within the graded area will be removed and as required, replaced with subdrained engineered fills. In graded or repaired areas, the unsuitable materials including alluvium, colluvium and/or landslide debris will be overexcavated to firm undisturbed materials below the unsuitable material as determined by the Geotechnical Engineer or Engineering Geologist at the time of grading. Surface and subsurface drains will be installed to collect the surface and subsurface waters which may have initially caused the instability. The configuration of each subdrainage system will be tailored to the individual area at the time of grading. The Geotechnical Engineer and/or the Engineering Geologist will determine the location and depths of subdrains at that time. The location and elevation of subdrains and outlets will be surveyed during construction. Each subexcavation then will be reconstructed to final grade by keying and benching below the landslide plane with compacted, drained engineered fill. It is important to note that to preserve the natural topography, wildlife habitat and vegetation of the site, stabilization of landslide masses is currently planned only for landslides that directly threaten the proposed improvements. Slope instability in open-space parcels which does not 4063.1,050-01 May 10, 2005 Revised May 24, 2005 14 E1VGE0 INCORPORATED have the potential to directly affect the GRAD-accepted homesites, roadways, or other improvements will not be repaired, as provided in Section VI. The cuts will be viewed by the project geologist during grading to provide mitigation schemes for unsuspected slope conditions which could decrease the slope stability. Such conditions include unfavorable bedrock attitudes and seepage conditions. A geology map will be prepared by the project geologist for use by the GRAD. 4063-1.050,01 May 10, 2005 Revised May 24, 2005 15 EA1GE0 INCORPORATED V. GEOLOGIC HAZARDS Mass grading has been completed for the Wendt Ranch development. The following geologic hazards were identified for the sites in the previous studies within Alamo Creek, Intervening t Properties and Wendt Ranch developments and are expected to remain to some extent after site grading has been completed. e Slope instability * Seismically-induced ground shaking e Expansive soils 9 Compressible soils 9 Flooding Slope Instability Slopes. During mapping for the Geotechnical Exploration of the Alamo Creek and Intervening Properties projects, numerous landslides were mapped on the two sites. It is expected that landslides within the grading limits will be removed by the planned cuts or through subexcavation and replacement with engineered fill. Outside of the grading limits, in the open space areas, landslide removal is not planned as shown on the referenced remedial and corrective grading plans. As shown on the Alamo Creek Geotechnical Corrective grading plans, residential lots and other site improvements that abut native slopes will be constructed with daylight keyways between the improvements and the unstable slopes. In addition to the daylight keyways, removal of landslide material and reinforcement of engineered fill or engineered fill with geogrid is also shown on the referenced plans. The keyways and corrective grading around the perimeter of the improved portion of the development are designed to protect the site improvements and are not intended to prevent additional slope instability outside of these areas. 4063.1.050,01 May 10, 2005 Revised May 24, 2005 16 EAIGEO INCORPORATED Areas of the Alamo Creek project with additional slope concerns or maintenance issues are described in more detail in the table below. In general, the undisturbed areas identified in the right-hand column of Table V-1, where landslide material will remain after grading, are to limit the disturbance of existing natural slopes. Cross section identification labels are those shown on the Alamo Creek Geotechnical Corrective Grading Plan (Figure 4). The Preliminary Remedial Grading Plan for Intervening Properties showing the location of each of the earth flows and landslides is included as Figure 3. The table below identifies each of the landslide areas, the proposed corrective measures and areas remaining undisturbed to maintain the existing slope profiles. TABLE V-1 ALAMO CREEK:/INTERVENING PROPERTEES/WENDT RANCH Select Areas of Slope Instability SLOPE UNDISTURBED AREAS INSTAB11L1TY TO MAINTAIN EXISTING LOCATION OR PROPOSED CORRECTIVE SLOPE CONDITIONS LANDSLIDE ME`�5�� OUTSIDE OF TYPE CORRECTIVE GRADING LI?Vff S, Native slope below Large slump-flow The upper portions,of the landslide will be Alamo Creek Lots landslide removed and replaced with a subdrained be 11%'Aslide material will not keyway reinforced with geogrid. removeded below planned 643-652. complex. ( keyway. Cross Section ZF-ZF ') Native slope below Large slump-flow The upper portions of the landslide will be �dslide material will not Alamo Creek Lots landslide removed and replaced with a subdrained beremoved below planned 630 and 667-670. complex. keyway and slope will be reinforced with keywa geognd.(CrosSection 0-0') Y. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 17 EAGEO INCORPORATED SLOPE UNDISTURBID AREAS INSTABILITY TO MAINTAIN EXISTING LOCATION OR PROPOSED CORRECTIVE SLOPECONDMONS LANDSLIDE NIFASURES OUTSIDE OF TYPE CORRECTIVE GRADING LIlVIITS The portions of the landslide Alamo Creek that extend off site will not Mustang Soccer Large slump-flow The landslide on the subject property will be repaired. Landslide Fields and adjacent landslide be removed and replaced with subdrained debris from the off-site slopes complex. engineered fill. landslide may disturb portions of the slope or deposit on the soccer fields,, The portions of the landslide Off-site native that extend off site will not slope above Large slump-flow The landslide on the subject property will be repaired. Landslide Alamo Creek landslide be removed and replaced with subdrained debris from the off-site Lots 309-324. engineered fill. landslide may be deposited on the debris bench or adjacent areas. The portions of the landslide Off-site native that extend off site will not slope above Alamo Earthflow The landslide on the subject property will be repaired. Landslide Creek landslide. beremoved and replaced with subdrained debris from the off-site Lots 328-329. engineered fi.11. landslide maybe deposited on the debris bench or adjacent slopes. Native slope below Large sl flow The upper portions of the landslide will bePe �P- Landslide material will not Alamo Creek landslide removed and replaced with a subdrained be removed below planned- Lots 671-674. complex. keyway reinforced with geogrid. keyway. (Cross Section 1-1 ) Base of engineeredflow and Upper portions of the landslides will be Landslide material not fill slope below slump-type removed and replaced during excavation removed below Keyway Lots 56-57,66-67, landslides. of Keyway K-4 and adjacent slope. K-4. 76 and 77. Native slope below flow and � slump-type None Landslide material not Loot 86. landslides. removed. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 18 EAIGEO INCORPORATED 41 SLOPE UNDISTURBED AREAS INSTABILITY TO MAINTAIN EXISTING LOCATION OR PROPOSED CORRECTIVE SLOPECONDMONS LANDSLIDE URES OUTSIDE OF TYPE CORRECTIVE GRADING LIlVIlTS Base of engineered Upper portions of the colluvium filled alluvium material below Colluvium Swale will be removed and replaced fill slope below Keyway K-9 to remain in Lots 118-124. subject to creep. during excavation of Keyway K-9 and place. adjacent slope. In addition to the landslides listed above, areas of slope instability or landsliding will likely be identified during the life of the development. Since earth stability is the GHAD's prime geotechnical concern, this section describes several types of slope instability that may be within the GHAD's area of responsibility, subject to Section VI of this Plan of Control. Slope instability is not unique to this project, but is of importance for hillside projects throughout the San Francisco Bay Area. Future stability of these areas depends on various factors, including any introduction of natural or artificial groundwater, future grading and earthquake ground shaking. A landslide is defined as a mass of rock, soil and other debris that has been displaced downslope by sliding, flowing, or falling. Landslides include cohesive block glides and disrupted slumps that have formed by displacement along a planar slip surface or rotation (displacement along a curved slip surface). Undercutting and erosion of hillside slopes trigger many slope failures. Slope failures are also often triggered by increased pore water pressure due to the infiltration of rainwater. The resulting decrease of shear resistance (internal resistance to deformation by shearing) can cause the slope to move. The level of the groundwater table varies with the amount of rainfall for the area. If rainfall is higher than average during the winter season, the 4063.1.050.01 May 10, 2005 Revised May 24, 2005 19 EAIGEO INCORPORATED water surface elevation will be higher than average on a hillslope and groundwater pressures may become dangerously high. Under these conditions,hillside movement can be activated. Areas of thicker soil cover on the hillslopes are known as colluvium(Qc). Colluvial deposits are typically the result of soil creep and may be in a weak, unconsolidated state, making them susceptible to landsliding if undercut. Colluvium. is generally approximately 5 to 20 feet in thickness. Landslides and colluvial deposits located within open space areas are natural landfo s that do not require mitigation except where they affect man-made improvements. Potential mitigation and repair measures for GHAD areas near development are discussed in Section VIII. The District shall also be concerned with erosion and sedimentation in open space affecting developed lots or improvements, subject to the provisions of Section VI. Erosion is defined as the process by which earth materials are loosened and removed by running water on the ground surface or in the subsurface. Sedimentation is the depositing or settling of soil or rock particles from a state of suspension in a liquid. Hilly terrain open space either in a natural condition or particularly on excavated slopes can be subject to erosion. Landslide deposits which are sometimes in a loosened condition are particularly prone to erosion. Earth flow-, debris flow- and mud flow-type landslides typically have an area of deposition or accumulation (sedimentation area) at their base. Graded slopes in the District, particularly those in excess of 20 feet in vertical height or those not sufficiently vegetated, can be subject to erosion and therefore a source of transported sediment. Creek Channel Erosion. As identified in the previous site reports, unimproved slopes in the area of the main branch of Alamo Creek and Intervening Properties tributary creek channel are not stable. The unstable bank condition has existed prior to the current site development activities. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 20 EAIGEO INCORPORATED The banks have been oversteepened by erosion and consist of relatively weak materials. A number of existing slope failures are identified that impact the creek channel and adjacent upslope areas. The Wendt Ranch GRAD is responsible for maintenance of the creek channels including Alamo Creek and the Intervening Properties tributary. The Main Branch of Alamo Creek is located on the western edge of the Alamo Creek project. The Intervening Properties tributary is located on the eastern edge of the Intervening Properties site. Maintenance of the Intervening Properties Tributary shall be in accordance with the maintenance-monitoring plans provided to satisfy Intervening Properties Conditions of Approval 128 and 151 (ENGEO,May 2005). A Restoration Plan has been developed for the Main Branch of Alamo Creek within the Alamo Creek project. The restoration of the creek channel will involve the reconstruction and armoring of the creek slopes in addition to the planting of vegetation. Included in the Performance Section of the referenced plans, which has a 5-year monitoring period, are requirements for plant survival, restored stability and restored geomorphology. It is expected that the developer will undertake the monitoring and maintenance of the creek for 5 years or until the performance criteria are met. It is anticipated that after the 5-year period, no routine maintenance will be required for the restored section of the creek channel related to the restoration materials; however, it is still expected that the channel will exhibit normal creek maturation and will be monitored, as will other unrestored sections of the creek channel within the GRAD limits. Monitoring of the creek banks will be performed on a regular basis to identify areas of possible instability or future erosion. Proactive maintenance of creek banks will be performed at the discretion of the GRAD Manager. Maintenance of the creeks shall be conducted by the GRAD in accordance with the Wendt Ranch, Intervening Properties and Alamo Creek - Operation and ' Maintenance Manual for GRAD-Maintained Drainage Facilities. Creek bank erosion that does 4063.1.050.01 May 10, 2005 Revised May 24, 2005 21 EAGEO INCORPORATED not directly threaten site improvements or flood control capacity, as provided in Section VI, will not be repaired, and the creeks will be allowed to mature naturally. Any repair work required for creek bank erosion will utilize biotechnical repair techniques (Section XI) in favor of engineered structures, where practical. Seismically-Induced Ground Shaking. As identified in the geotechnical reports, an earthquake of moderate to high magnitude generated within the San Francisco Bay Region could cause considerable ground shaking at the site,similar to that which has occurred in the past. Seismic slope stability has been considered in the remedial grading and creek improvement plans; however, seismically-generated slope and creek bank failures could occur in open-space areas outside the development limits. Slope improvements including concrete-lined drainage ditches should be maintained to reduce the potential for impacts to the project from slope failures. Expansive Soils. Colluvium, alluvium and fine-grained bedrock at the sites could exhibit a very high to critical potential for expansion. These potentially-expansive soils could impact the planned site development. Expansive soils shrink and swell as a result of moisture changes. This can cause heaving and cracking of slabs-on-grade, pavements, and structures founded on shallow foundations. The potential for expansive soils has been identified in previous reports for the property. Shrink and swell of expansive soils on slopes is a portion of the mechanism of creep movement which can result in shallow slope instability. Corrective grading or structural repairs should consider the potential impacts from expansive soils on the site. Compressible Soils. Compressible material was identified in the geotechnical report for the Alamo Creek project. As recommended the geotechnical report, areas to receive greater than 4063.1.050.01 May 10, 2005 Revised May 24, 2005 22 EAIGEO INCORPORATED 20 feet of fill that overlie alluvial deposits may be monitored for a period of 1 year to evaluate the settlement potential prior to the construction of site improvements. As identified in the geotechnical report for Intervening Properties, the alluvial soils in the southeastern portion of the site will be subject to consolidation due to the placement of up to approximately 90 feet of engineered fill in this area of the site. It is our understanding that the developer will instrument this area to allow an evaluation of the settlement prior to construction of the site improvements. While we expect that the settlement will be substantially complete by the time the GHAD assumes responsibility for the Alamo Creek and Intervening Properties,the GRAD may assume some monitoring of the Intervening Properties settlement instruments as described in the maintenance and monitori ng section. Flooding' Areas within the 100-year flood zone for Alamo Creek were identified in the geotechnical exploration for the Alamo Creek project. It is anticipated that implementation of the restoration plan for the upper main branch of Alamo Creek and the raising of existing grades adjacent to the creek channel during mass grading will raise building pad elevations areas above the 100-year flood elevation. A Letter of Map Revision (CONK) has been filed with the Federal Emergency Management Agency to reflect that the proposed homesites are a minimum of 1 foot above the 100-year water surface elevation. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 23 EAGEO INCORPORATED t VI. CRITERIA FOR GRAD RESPONSIBILITY In forming the GRAD and establishing the assessment levels and budgets for the District, it is important to define clearly the limits of the GHAD's responsibilities. The GRAD will accept responsibility for property as described in Section VIII of this Plan of Control. However, the intent of this Plan of Control is not to extend the GHAD's responsibilities to every potential situation of slope instability; rather,the following are exclusions from GHAD responsibility. 1. Isolated or Remote Slope Instability The GRAD shall not have responsibility to monitor, abate, mitigate or control slope instability, including creek bank, that does not involve damage to, or pose a significant threat to damage, site improvements or flood control capacity. 2. Single Property The GRAD will not prevent, mitigate, abate or control geologic hazards which are limited in area to a single parcel of property unless the geologic hazard has damaged, or poses a significant threat of damage to site improvements located on other property within the CHAD boundaries. As used herein, the term "site improvements" means buildings, roads, sidewalks, utilities, improved trails, swimming pools, tennis courts, gazebos, cabanas, geologic stabilization features, flood control facilities, drainage features or similar improvements. 3. Geologic Hazards Resulting From Nealigence of ProDertv Owner The GRAD may, in the general manager's sole discretion, decline to prevent, mitigate, abate or control geologic hazards which occurred or resulted from any negligence of the homeowner 4063.1.050.01 May 10, 2005 Revised May 24, 2005 24 EAIGEO INCORPORATED and/or the homeowner's contractors, agents or employees in developing, investigating, grading, constructing, maintaining or performing or not performing any post-development work on the subject property so long as the geologic hazard is limited to a single lot, pursuant to exclusion No. 2. 4. Property Not Accepted The GRAD shall not have responsibility to repair damage, which is situated on a parcel of real property, which the GHAD has not accepted in accordance with Section VII, below. The GRAD, however, may monitor, abate, mitigate or control slope instability on a parcel of real property which (1) the GRAD has not accepted in accordance with Section VIII,below, and(2) is not excluded from GRAD responsibility by Paragraphs 1, 2 and 3; provided, however, that GRAD responsibility on such parcel shall be limited to the extent necessary to address damage or a significant threat to damage site improvements which are within a parcel of real property which the GHAD has accepted in accordance with Section VIE[,below. 5. Geologic Hazard Which Requires Expenditure in Amount Exceeding the Value of the Threatened or Damaged Improvement The GHAD may elect not to prevent, mitigate, abate or control a geologic hazard where, in the general manager's sole discretion, the anticipated expenditure required to be funded by the GRAD to prevent, mitigate, abate or control the geologic hazard will exceed the value of the structure(s) and site improvement(s)threatened with damage or loss. 6. GHAD Funding or Reimbursement for Damaged or Destroyed Structures or Site Improvements 4063.1.050.01 May 10, 2005 Revised May 24, 2005 25 41 EAIGEO INCORPORATED In the event a residence or any other structure, site improvement or landscaping is damaged or destroyed due to, or as a result of, a geologic hazard, the GRAD may fund or reimburse the property owner for the expenses necessary to repair or replace the damaged or destroyed structure, site improvement or landscaping. Unless authorized by the Board of Directors, the dollar amount of the GRAD funding or reimbursement may not exceed twenty percent (20%) of the costs incurred by the GHAD in preventing, mitigating, abating or controlling the geologic hazard responsible for the damage. In the event the geologic hazard damaged or destroyed a structure, site improvement or landscaping which violated any provisions of the County Building code or County Ordinance Code at the time of its installation or improvement, the GRAD may decline to provide any funding, or reimbursement to the property owner, for repair or replacement of the damaged structure, improvement or landscaping. 7. No Reimbursement of Expenses Incurred by Property Owners The GHAD will not be obligated to reimburse a property owner for expenses incurred for the prevention, mitigation, abatement, or control of a geologic hazard absent a written agreement between the property owner and the GHAD to that effect, which agreement has been executed prior to the property owner incurring said expenses, and following an investigation conducted by the GRAD. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 26 E1YGE0 INCORPORATED f VII. ACCEPTANCE 1. Activation of Assessment An annual assessment shall be promptly authorized on all annexed residential parcels in the GRAD. The assessment shall be levied by the GRAD on each individual residential parcel beginning the first fiscal year following issuance of a building permit for that parcel. 4- 2 Resuonsibility for GHAD Activities The party that, on the date each Final Map within the boundaries of the annexed portion of the GRAD is approved by Contra Costa County, owns the developable parcels shown on that Final Map shall have the responsibility to perform all the activities of the GHAD on property within ' that Final Map. Such responsibility shall automatically transfer to the GRAD at 9:00 a.m. on the day exactly four years after the first residential building permit is issued by Contra Costa County provided that the items listed under item No. 3 in this section have been completed. This turn-over date may be extended at the sole discretion of the project developer provided that the assessments shall continue to be levied during the extension period and that notice of such extension is delivered to the GRAD Manager at least 30 days prior to the turn-over date. The petitioners for formation of the GHAD intend that the approximately three-year period between the levying of the GRAD assessment and the GRAD becoming responsible to perform activities on property within each Final Map will allow the District to accumulate reserve funds without : . incurring significant expenses. r ` 4063.1.050.01 May 10, 2005 Revised May 24, 2005 27 EAGEO INCORPORATED • The responsible party will supply in writing to the Wendt Ranch GHAD, prior to the time of transfer, a report stating that the restored channel areas are in compliance with the recommendations and requirements of the approved restoration plan. The report shall be prepared under the direction of and signed by qualified engineering and biological professionals. • Prior to the transfer of financial responsibility for the monitoring and maintenance of the restored creek channel, the GRAD may inspect the areas independently and will advise the developer, in writing, of any deficiencies that might exist to facilities that are to be maintained by the GRAD. Any deficiencies will be corrected prior to the GRAD assuming financial, maintenance or monitoring responsibilities for the restored creek areas. • The GRAD will assume responsibility for monitoring and maintenance of restored creek channel areas after transfer from the developer and obtaining fees from the developer to provide these services. In the event that, after transfer, the mitigation plan is judged to not be successful as defined in the Performance Criteria section of the Alamo Creek Restoration Plan and it is required that the maintenance and monitoring program be continued for an additional period of time, the GRAD will continue its maintenance and monitoring responsibilities and will take actions as required to recover any cost incurred from the responsible party. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 29 EAIGEO INCORPORATED VIII. OPEN SPACE AND BASIN PLAN OF CONTROL The GRAD shall be responsible for monitoring and maintenance for the following site improvements located within the Alamo Creek,Intervening Properties and Wendt Ranch projects. • Wendt Detention Basin • Water Quality-Detention Basin"A" at Intervening Properties • Maintenance roads associated with the detention basin • Bioretention Basins "A", "B" and"C" • Concrete-lined drainage ditches in open space area • Debris benches • Subdrains • Storm drain inlets, outfalls and pipelines within the open space area • Restored and unaltered creek channels • Open space maintenance including trails • Settlement instruments • Slopes • Kawar Valley stock pond spillways With the exception of shallow subdrains on private lots disclosed under the recorded Notification of Restriction, these improvements are located in common open space areas. The GHAD's maintenance responsibilities include prevention, abatement, and control of landslide and erosion hazards and vegetation control within the subdivision open space and hillsides, as provided in Section VI. General maintenance of the surface drainage improvements in the open space and on the hillsides, such as the concrete V-ditches, will be the GHAD's responsibility. The GRAD is also responsible for general maintenance of storm drain inlets and outlets in open space and creek corridors and subdrain outlets. Potential geologic hazards such as landslides and slope erosion within the open space, including the unimproved hillsides, shall be the responsibility of the GRAD. Clearing of fire breaks and maintenance of the open space (other than hazard abatement) will also be the responsibility of the Wendt Ranch GRAD. The GHAD's creek maintenance duties will include 4063.1.050.01 May 10, 2005 Revised May 24, 2005 30 EAIGEO INCORPORATED monitoring and proactive maintenance at the discretion of the GHAD manager and repair of substantial bank failures that directly damage or threaten actual site improvements (including buildings,utilities bridges and roads). Such creek bank repairs will be undertaken by the GRAD as necessary, and only to abate actual or threatened impact to site improvements. Biotechnical repair techniques will be the preferred method. Habitat management will be the responsibility of a natural lands manager. The GRAD, subject to the limitations of the conservation easement, will be able to enter into grazing leases. Geotechnical Techniques for Mitigation of Landslide and Erosion Hazards Landslide Mitigation for Existing Landslides. Proposed landslide repair areas with a higher potential for GRAD involvement during the life of the project are shown in Table VIII-1. The additional GRAD activities may include increased monitoring, maintenance or corrective work as described. General landslide mitigation measures are shown below. TABLE VIII-1 Selected Mitigation Areas SLOPE INSTABILITY PROPOSED POTENTIAL GHAD MAINTENANCE OR LOCATION OR CORRECI7IVE MONITORING ACTIVITIES LANDSLIDE MEASURES TYPE Alamo Creek The landslide on the Observation of this area during periodic site Mustang Large slump- subject property will monitoring events. Higher potential for Soccer Fields flow landslide be removed and corrective work in firture if offsite landslide and adjacent complex. reply with debris impacts slope or soccer fields. Removal slopes subdrained of any accumulated landslide debris from engineered fill ved Sports field areas. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 31 EAIGEO INCORPORATED SLOPE INSTABI]LITY PROPOSED POTENTIAL GHAD MAINTENANCE OR LOCATION OR CORRECTIVE MONITORING ACTIVITIES LANDSLIDE MEASURES TYPE The landslide on the Observation of this area during periodic site Off-site native subject property will monitoring events. Hi%Ww gher potential for slope above Large slump- be removed and corrective work in future if off-site landslide Alamo Creek flow landslide replaced with debris impacts or deposits on debris bench or Lots 309-324. subdrained acent areas. Removal of any accumulated engineered fill landslide debris from debris benches more likely than other areas on the site. Observation of this area during periodic site The landslide on the monitoring events. Higher potential for Off-site native subject property will connective work in future if off-site landslide slope above Eardfflow be removed and debris impacts or deposits on debris bench or Alamo Creek landslide. replaced with adjacent slope areas. Removal of any Lots 328-329. subdrained accumulated landslide debris more likelythan engineered fill other areas on the site. General Landslide Mitigation. The techniques which may be employed by the GHAD to prevent, mitigate, abate, or control geologic hazards include,but are not limited to, the following. A. Removal of the unstable earth mass. B. Stabilization (either partial or total) of the landslide by removal and replacement with compacted, drained fill. C. Construction of structures to retain or divert landslide material or sediment. D. Construction of erosion control devices such as gabions, riprap, geotextiles, or lined ditches. E. Placement of drained engineered buttress fill. F. Placement of subsurface drainage devices (e.g. underdrains, or horizontal drilled drains). G. Slope correction (e.g. gradient change, biotechnical stabilization, slope trimming or contouring). 4063.1.050.01 May 10, 2005 Revised May 24, 2005 32 EAGEO INCORPORATED H. Construction of additional surface ditches and/or detention basins, silt fences, sediment traps, or backfill or erosion channels. Potential landslide and erosion hazards can be mitigated best by controlling soil saturation and water runoff and by maintaining the surface and subsurface drainage system. Maintenance shall be provided for lined surface drainage ditches and drainage terraces including debris benches or drop inlets. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 33 EAIGEo INCORPORATED IX. PRIORITY OF GRAD EXPENDITURES Emergency response and scheduled repair expenditures by the GRAD are to be prioritized by the General Manager, utilizing his discretion,based upon available funds and the approved operating budget. When available funds are not sufficient to undertake all of the identified remedial and preventative stabilization measures, the expenditures are to be prioritized as follows in descending order of priority: A. Prevention, mitigation, abatement or control of geologic hazards that have either damaged or pose a significant threat of damage or flooding to residences, critical underground utilities or paved streets and bridges. B. Prevention, mitigation, abatement or control of geologic hazards which have either damaged or pose a significant threat of damage to ancillary structures, including but not limited to the detention basin,pool cabanas or restroom buildings. C. Prevention, mitigation, abatement or control of geologic hazards which have either damaged or pose a significant threat of damage to open space amenities, D. Prevention, mitigation, abatement or control of geologic hazards which have either damaged or pose a significant threat of damage limited to loss of landscaping or other similar non-essential amenities. E. Prevention, mitigation, abatement or control of geologic hazards existing entirely on open-space property and which have neither damaged nor pose a significant threat of .M. damage to any site improvements. In performing its duties as described above, the GRAD shall seek all available reimbursements from any and all public and private entities including, but not limited to, FEMA, insurance companies, etc. 4063,1.050.01 May 10, 2005 Revised May 24, 2005 34 EAGEO INCORPORATED X. OPEN SPACE OWNERSHIP AND MANAGEMENT Ownership, funding sources and maintenance responsibilities shall be as shown on following table. TABLE X-1 ALAMO CREEK,,INTERVENING PROPERTIES AND WENDT RANCH Long-Terix Management Matrix FACILITY/FUNCTION MAINTENANCE FUNDING OWNERSHIP ENTITY 1. Open Space included within a Conservation Easement a. Non irrigated—Vegetation Land Manager Endowment GRAD b. Irrigated Vegetation HOA HOA Assmt. GRAD C. Open Space including Trails GRAD GRAD Assmt. GRAD d. Fuel Transition Zones at Interface of GHAD GRAD Assmt. GRAD Lots/Open Space e. Conservation Easement Land Manager Endowment GRAD 2. Open Space Outside of a Conservation Easement a. Non irrigated—Vegetation GRAD GRAD Assort. GRAD b. Irrigated Vegetation HOA HOA Assort. GRAD c. Open Space including Trails GRAD GRAD Assort. GRAD d. Fuel Transition Zones at Interface of GHAD GRAD Assort. GRAD Lots/Open Space 3. Species Management Land Manager Endowment GRAD 4. Detention Basins GRAD GRAD Assort. GRAD 5. Bioretention Facilities a. Basin Function GRAD GRAD Assort. GRAD b. Landscaping HOA HOA Assort. GHAD 6. Creek Banks GRAD GRAD Assort. GHAD The GRAD may also coordinate with the natural lands manager, whose responsibility includes preservation of the habitat values of the open space. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 35 ENGEO INCORPORATED XI, BIOTECHNICAL RECOMMENDATIONS FOR PREVENTION AND MITIGATION OF EXISTING OR POTENTIAL EROSION HAZARDS Fill slopes on this project may be expected to be as erodible as the cut slopes in bedrock. Therefore, maintenance of vegetative cover following grading is especially important on all slopes. Vegetation provides a protective role on soil and exposed rock. It absorbs the impact of instances,raindrops, reduces the velocity of runoff, and retards erosion. In many adequate erosion protection for slopes can be accomplished solely with carefully selected and placed biological elements (plants) without the use of biotechnical structures. Biotechnical slope protection may involve the use of mechanical elements or structures in combination with biological elements to provide erosion control and help prevent small-scale slope failures. Biotechnical slope protection may be utilized in both creek bank areas and less frequently on open space slope areas. Usually used within creek channels, crib walls, welded-wire walls, gabion walls, rock walls, riprap and reinforced earth walls used in combination with carefully selected and planted vegetation can provide high quality bank protection. The vegetation may be planted on the slope above a low retaining structure or toe wall, or the interstices of the structure can be planted. Biotechnical solutions will be utilized before engineered structures are employed. Engineered improvementsstructures will be used if there is an imminent danger to public or human safety and, in the opinion of the GRAD manager,biotechnical solutions would not be sufficient. 4063.1.050-01 May 10, 2005 Revised May 24, 2005 36 EAIGEO INCORPORATED XII. MAINTENANCE AND MONITORING SCHEDULE The site inspections should be undertaken at appropriate intervals as determined by the GRAD manager using supporting documents including but not limited to the Wendt Ranch, Intervening Properties and Alamo Creek - Operation and Maintenance Manual. The GRAD budget should provide for four or more inspections in a years of heavy rainfall. Generally, inspections should take place in October, prior to the first significant rainfall; mid-winter as necessary during heavy rainfall years; and in early April at the end of the rainy season. The frequency of the inspections should increase depending upon the intensity and recurrence of rainfall. Site inspections should increase sufficiently to provide for mitigation of potential hazards. The GRAD Manager shall keep these written monitoring reports on file in the records of the GHAD. As outlined in COA No. 171 for the Alamo Creek project, the GRAD will provide reports quarterly to the Contra Costa County Public Works Department (CCCPVVID) documenting the monitoring and providing available reports for the events that were completed during the most recent quarter. The quarterly reporting will also document maintenance or repair activities completed during the most recent period. Annual reporting to the CCCPWD is specified in COA No. 162e. for the Wendt Ranch project and 113E. for the Intervening Properties project; therefore, the more frequent monitoring interval specified for in Alamo Creek COA 171. will also be used to satisfy these requirements. The following are guidelines for a monitoring plan. The actual scope and frequency of monitoring events shall be at the discretion of the GHAD manager based on schedules provided in the Wendt Ranch, Intervening Properties and Alamo Creek - Operation and Maintenance Manual provided in Appendix A. • An engineer and/or geologist should carry out a geologic reconnaissance of the site slopes for indications of erosion or slope failures. Open space slope area monitoring would include observation of debris benches, trails and vegetation conditions related to fire suppression requirements. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 37 EAIGEO INCORPORATED • An engineer and/or geologist should carry out an inspection of lined surface ditches at least twice a year. One inspection should be in the fall prior to the onset of winter rains. The inspection shall check for sedimentation and cracking or shifting of the concrete-lined ditches. Repairs and maintenance as needed should be undertaken including removal of excess silt or sediment in ditches and patching or replacement of cracked or broken ditches, prior to the beginning of the next rainy season. • Subsurface drain outlets and horizontal drilled drain outlets, if any, should be checked. Water flowing from these outlets should be measured and recorded during each inspection. The inspections should take place at least twice annually, preferably in the fall and spring. Any suspicious interruption in flow should signal a need to unplug or clean by flushing the affected drain. • Piezometers, to measure groundwater levels, or instruments such as inclinometers or tiltmeters measuring potential slope instability should be monitored quarterly, if installed. • Settlement monitoring devices should be measured annually and tracked. In the event of anomalous readings or excessive settlement, the monitoring frequency should be increased to once per quarter. • Inlets, outfalls or trash racks, if used, must be kept free of debris and spillways maintained. It is anticipated that initially at least once every year, cleanup of vegetation and removal of silt would be in order. At a minimum the facilities should be cleaned in October and as obstructed conditions are identified after heavy storm events. Attention should be given to plantings or other obstructions which may interfere with access by power equipment. • The creek corridors should be inspected in accordance with the Wendt Ranch, Intervening Properties and Alamo Creek - Operation and Maintenance Manual for GRAD-Maintained Drainage Facilities a copy of which is provided in Appendix A. • The designated trails should be inspected twice a year. Monitoring of the trail system should include observing the trial for excess vegetation growth, eroded areas or areas of instability. It is anticipated that mowing of the trails would occur annually in late spring and that recontouring of portions of the trail may be necessary approximately every 3 to 5 years. • An annual inspection shall be made by the engineer and/or engineering geologist to assess the effectiveness of the preventive maintenance program and to make recommendations as to which landslide repair or erosion control measures should be undertaken in the next fiscal year. Any appropriate site-specific study of landslide or erosion conditions shall be determined at that time. Consultants, if necessary, will be retained to undertake the needed 4063.1.050.01 May 10, 2005 Revised May 24, 2005 38 EAIGEO INCORPORATED studies. An annual inspection report to the CHAD Board of Directors shall be prepared by the GRAD Engineer and/or engineering geologist. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 39 EAIGEO INCORPORATED SELECTED REFERENCES California Division of Mines and Geology, January 1, 1982, State of California Special Studies Zone,Diablo 7-1/i' Quadrangle. California Division of Mines and Geology, January 1, 1982, State of California Special Studies Zone, Tassaiara 7-1/z' Quadrangle. California Regional Water Quality Control Board, Order No. R2-2004-0035 for Shapell Industries of Northern California and Ponderosa Homes, Alamo Creek Project, Unincorporated Contra Costa County, dated June 9, 2004. Contra Costa County, Board of Supervisors, Resolution No. 2002/262—Exhibit "C", Conditions of Approval for Alamo Creek and Intervening Properties/Remaining Intervening Properties, dated July 9, 2002. Contra Costa County, Board of Supervisors, Conditions of Approval for County File #99-3042 and Subdivisions 99-8381 and 99-8382 (Alamo Creek) as Amended by DP04-3026, updated August 6, 2004. Crane, Ron and Craig Lyon, 1995, Geology of the Mount Diablo Region Field Trip Guidebook: Northern California Geological Society,Diablo 7-1/z' Quadrangle, Scale 1:24,000. dk Associates, Grading Plan, Intervening Properties, Contra Costa County, California; Electronic Version April 2004. dk Associates, Grading Plan, Alamo Creek, Contra Costa County, California;Electronic Version. Davenport, C. W., 1986, Landslide Hazards in Parts of the Diablo and Dublin 7-1/i' Quadrangles, Contra Costa County, California, CDMG Open-File Report 86-7 SF. Dibblee, T. W. Jr., 1980, Preliminary Geologic Map of the Diablo Quadrangle, Alameda and Contra Costa Counties, California, USGS Open File Report 80-546. ENGEO Inc., 1996, Geotechnical Exploration, Wendt Ranch, Subdivision 8002, Contra Costa County, California; Project No. 4063-W1, October 15, 1996. ENGEO Inc., 1999, Preliminary Geotechnical Exploration, Intervening Properties, Contra Costa County, California; Project No. 4633.1.001.01. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 EAIGEO INCORPORATED . SELECTED REFERENCES (Continued) ENGEO Inc., 1999, Geotechnical Exploration, Alamo Creek, Contra Costa County, California; Project No. 4063-W 100, July 26, 1999. ENGEO Inc., 2001, Plan of Control for the Wendt Ranch Geologic Hazard Abatement District (GRAD), Danville, California; Project No. 4063.5.050.0 1; February 20, 2001. ENGEO Inc., Report for Testing and Observation During Grading, Subdivision 8002, Wendt Ranch Phase 1, Contra Costa County, California, Project No. 4063.3.050.02 dated February 27, 2003. ENGEO Inc., Report for Testing and Observation During Grading and Improvements,, Subdivision 8002, Wendt Ranch Phase 1, Contra Costa County, California, Project No. 4063.3-050,02,dated November 7, 2003. ENGEO Inc., Report for Testing and Observation During Grading, Subdivision 8002, Wendt Ranch Phase 2, Contra Costa County, California, Project No. 4063.3.050.02 dated July 8, 2004. ENGEO Inc., 2004, Preliminary Remedial Grading Plan, Intervening Properties, Danville, California; Project No. 4633.1.006.01. ENGEO Inc., 2004, Alamo Creek, Geotechnical Corrective Grading Plans, Contra Costa County, California; Project No. 4063.1.051.04, August 2004. ENGEO Inc., Storm Quality and Hydrograph Management Plan — Condition of Approval 150, Intervening Properties, Subdivision 833 1, Contra Costa County, California; Project No. 4633.1.005.03; April 21, 2004. ENGEO Inc., Drainage Maintenance Plan for Creeks, Basins and Bioretention Cells, Condition of Approval 128, Intervening Properties Development, Contra Costa County, California; Project No. 4633.1.005.03; March 4, 2004. ENGEO Inc., Water Quality Maintenance and Monitoring Plan — Condition of Approval 151, Intervening Properties, Subdivision 833 1, Contra Costa County, California; Project No. 4633.1.005.03; March 5, 2004. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 EAIGEO INCORPORATED SELECTED REFERENCES (Continued) ENGEO Inc., Sto water Quality Maintenance and Hydrograph Management Plan for Contra Costa County Conditions of Approval 170, 171 and 172, Alamo Creek Development, Contra Costa County, California; Project No. 4063.1.050.01; April 26, 200410 ENGEO Inc., Operation and Maintenance Manual for the GRAD Maintained Drainage Facilities, Wendt Ranch Geologic Hazard Abatement District, Wendt Ranch Intervening Properties and Alamo Creek, Contra Costa County, California; Project Nos. 4633.1.007.01 and 4063.1.050.01;May 10, 2005. ENGEO Inc., Condition 141, Intervening Properties, Contra Costa County, California; Project No. 4633.1.005.03;March 5, 2004.. ENGEO Inc., Alamo Creek Upper Main Branch Improvement Plans, Contra Costa County, California; Project No. 4633.1..051.01; November 2003 with latest revision dated January 2005. Federal Emergency Management Agency, 1987, National Flood Insurance Program, Flood Insurance Rate Map (FIRM), Panel Number 060025 0475B. Gaymer, R. W., D. L. Jones and E. E. Brabb, 1994, Preliminary Geologic Map Emphasizing Bedrock Formations in Contra Costa County,California, Open-File Report 94-622. Isaacson, K. A., 1990, Late Tertiary Sedimentation in the Northern Livermore Basin, California; Unpublished Masters Thesis, San Jose State University. Majmundar, H. H., 1996, Landslide Hazards in the Las Trampas Ridge Quadrangle and Parts of the Diablo Quadrangle, Alameda and Contra Costa Counties, California, California Division of Mines and Geology OFR 95-15. Nilsen, T. H., 1975, Preliminary Photointerpretation Map of Landslide and Other Surficial Deposits of the Diablo 71/2' Quadrangle, Alameda and Contra Costa Counties, California; USGS Open File Map 75-277-14. Sheppard, Mullin, Richter, and Hampton LLP, Perpetual Conservation Easement Deed (Including Third Party Beneficiaries),June 14,2004. USDA, 1977, Soil Survey of Contra Costa County, California; U.S. Department of Agriculture, Soil Conservation Services. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 EAIGEO INCORPORATED SELECTED REFERENCES (Continued) Wildlife Heritage Foundation, Perpetual Conservation Easement, March 10, 2004, Version 2. 4063.1.050.01 May 10, 2005 Revised May 24, 2005 EAIGEO INCORPORATED LIST OF FIGURES Figure 1 GHAD Boundary 4ow Figure 2 Site Plan/Combined Trail Plan—Intervening Properties, ` Wendt Ranch,Ponderosa Homes and Alamo Creek Figure 3 Geologic Map—Intervening Properties Figure 4 Geologic Map—Wendt Ranch Figure 5 Corrective Grading Plan—Alamo Creek T, Figure 6 Preliminary Corrective Grading Plan—Intervening ' Properties I maw Figure 7 As-Built Keyway and Subdrain Plan—Wendt Ranch - Figure 8 Conservation Easement Exhibit—Subdivisions 8381, 8382, 8331 and 8002 � Figure 9 Landscape Ownership and Maintenance Plan—Intervening Properties "low Exhibit A Wendt Ranch GHADLegal Description 4063.1.050.01 May 10, 2005 Revised May 24, 2005 d r t • .4'i y r -.. .:.':.X'x..ZN^" i'.t .a..:....-... 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E1YGE0 INCORPORATED APPENDIX A ENGEO INCORPORATED Operation and Maintenance Manual for the GRAD-Maintained Drainage Facilities Wendt Ranch Geologic Hazard Abatement District Wendt Ranch, Intervening Properties and Alamo Creek Contra Costa County, California Project Nos. 4633.1.007.01 and 4063.1.050.01 May 10, 2005 VT i. �' 4063.1.050.01 May 10, 2005 Revised May 24, 2005 OPERATION AND MAINTENANCE MANUAL FOR GHAD=MAINTAINED DRAINAGE FACILITIES PREPARED FOR: GEOLOGIC HAZARD ABATEMENT DISTRICT REVISION 1 Wendt Ranch Intervening Properties and Alamo Creek Contra Costa County, California PREPARED BY: ENGEO INCORPORATED Project Nos. 4633.1.007.01 and 4063.1.050.01 May 10, 2005 EAGEO INCORPORATED TABLE OF CONTENTS Paee 1.0 INTRODUCTION....................................................................................................................1 1.1 Geologic Hazard Abatement District............................................................................. 1 1.2 Wendt Ranch.................................................................................................................... 2 1.2.1 Basin Clean Water Functions...... ............................ 2 1.2.2 Basin Sto water Functions...... .............................. 3 1.3 Alamo Creek Project....................................................................................................... 3 1.4 Intervening Properties.....................................................................................................4 2.0 POLICY, PERSONNEL,BUDGET.......................................................................................6 2.1 General Policy and Goals................................................................................................6 2.2 Personnel ..........................................................................................................................7 2.2.1 General Manager.....................................................................................................7 2.3 Report on Budget............................................................................................................. 8 2.4 Program Review............................................................................................................... 8 3.0 CREEK PROGRAM-UPPER MAIN BRANCH..............................................................10 3.1 Basin Outfall Erosion Monitoring Protocol10 3.2 Sediment Supply and Creek Condition Monitoring...... 10 3.3 Procedures for Upper Main Branch13 3.3.1 Emergency Response and Scheduled Remedial Repair........................................ 13 3.3.2 Monitoring and Replacement of Creek Vegetation............................................... 14 3.3.2.1 Performance Criteria for Vegetation15 3.3.2.2 Maintenance of Newly Planted Areas15 3.3.3 Clearing of Creek Channel and Banks16 3.3.4 Longitudinal Profile............................................................................................... 16 3.3.5 Stabilization and/or Repair of Eroded Areas or Failures of the Creek Banks....... 17 3.3.6 Monitoring and Repair of Creek Structures18 4.0 CREEK PROGRAM- INTERVENING TRIBUTARY to Juncture with Maio Branch20 4.1 Intervening Tributary Monitoring............................................................................... 20 4.2 Procedures for Intervening Tributary20 4.2.1 Emergency Response and Scheduled Remedial Repair........................................ 21 4.2.2 Monitoring and Repair of Creek Structures21 4.2.3 Stabilization and/or Repair of Eroded Areas or Failures of the Creek Banks....... 21 5.0 BIORETENTION FACILITY PROGRAM .......................................................................22 5.1 Landscape Maintenance/Plant Replacement............................................................. 24 5.2 Debris Control................................................................................................................ 26 5.3 Drainage and Filter Media Monitoring and Maintenance ........................................ 26 4063.1.050.01 4633.1.007.01 May 10, 2005 EAIGEO INCORPORATED TABLE OF CONTENTS (Continued) 6.0 BASIN PROGRAM 000*0 0 00*0 000*000 0000000000000000 900 0000 oo*0000***so see o so*o so*so*as so*00000000 0000so 0000*00000 0000000eoo*28.......................................................28 6.1 Water Quality/Detention Basins...................................................................................28 6.2 Procedures for Basins....................................................................................................29 6.2.1 Procedures .............................................................................................................29 6.2.2 Maintenance Tasks................................................................................................ 31 6.2.3 Maintenance of Access Roads............................................................................... 31 6.2.4 Fencing Repair....................................................................................................... 32 6.2.5 Sediment and Vegetation Management................................................................. 32 6.2.6 Mosquito Abatement............................................................................................. 34 6.2.7 Water Quality/Detention Basin Inflow.................................................................. 34 6.2.8 Water Quality/Detention Basin Outflow Structures.............................................. 34 6.2.9 Maintenance Discharges........................................................................................ 35 6.2.10 Repair Tasks........................................................................................................ 36 6.2.11 Embankment Stabilization................................................................................... 36 MONITORING AND MAINTENANCE SCHEDULE...........................................................38 FIGURES MONITORING'x"%X'P-JPORT FORM (Part I) MONITORING'xu%.'rv-JPORT FORM (Part II) 4063.1.050.01 4633.1.007.01 May 10, 2005 EAIGEO INCORPORATED 1.0 INTRODUCTION This Operations and Maintenance Manual (O&M Manual) is intended as a working document for use by the Wendt Ranch Geologic Hazard Abatement District (GRAD), in maintaining the drainage facilities, basins, and creeks outlined in the Revised GRAD Plan of Control. The existing Plan of Control includes only Wendt Ranch. The Revised Plan of Control encompasses three properties in Contra Costa County: the Alamo Creek project, the Wendt Ranch project and the Intervening Properties project. These properties collectively contain two detention basins, three bioretention facilities, two creek corridors and minor Kawar Valley improvements that will be managed by the GRAD as discussed in this document. This manual provides for specific activities that allow for monitoring and maintenance of the drainage facilities, basins and creeks. 1.1 Geologic Hazard Abatement District The GRAD will undertake monitoring and maintenance of the creek channels, the detention basins and the bioretention facilities after construction is complete and after the facilities have been accepted by the GRAD in accordance with the Plan of Control. The GRAD will be the land owner and will provide secure and perpetual funding and maintenance for these facilities. The water quality/detention basins, creeks and the bioretention cells are referred to by the term, "drainage facilities" in the Contra Costa County Conditions of Approval (COA) for all three properties. Long-term monitoring and maintenance, as called for in the COAs and as outlined in this document, will be undertaken by the GRAD in accordance with the GRAD Plan of Control. An annual assessment will be authorized on all residential parcels in the GRAD. The assessment shall be levied by the GRAD on each individual residential parcel in accordance with the provisions of the Plan of Control. Subject to the provisions of the Plan of Control, the GRAD 4063.1.050.01 4633.1.007.01 May 10, 2005 1 EAGEO INCORPORATED will undertake any construction, maintenance or repair to the drainage facilities, as well as within open space which the GRAD determines to have a potential to impact geologic stability or degrade water quality in the Upper Main Branch of Alamo Creek or in Intervening Tributary. Open space areas will be managed by the Wildlife Heritage Foundation (Foundation) which holds a conservation easement for much of the open space. The Upper Main Branch of Alamo Creek is located along the eastern boundary of Wendt Ranch and adjacent to Alamo Creek property. Intervening Tributary to Alamo Creek is located along the western boundary of Wendt Ranch within the Intervening Properties (Figure 1). 1.2 Wendt Ranch Wendt Ranch, Subdivision 8002, is a residential development located southwest of the intersection of Camino Tassajara Road and Blackhawk Drive, east of Danville, California. The entire site is about 165 acres in area. Grading of the project began in Fall 2001 with home construction expected to continue through approximately 2006. A permanent water quality and stormwater detention basin is located in the southwestern portion of the site as shown on Figure 4 and will service all three properties. This document provides for the management and maintenance of the basin. 1.2.1 Basin Clean Water Functions The water quality portion of the Wendt basin is a permanent, structural best management practice (BMP) designed to reduce pollutant runoff from the residential community. The entire storm drain system for Wendt Ranch, and most of the drainage from Alamo Creek, will empty into the basin and not directly into Alamo Creek in order to allow urban contaminants to break down into less detrimental compounds or settle into the basin sediments. Intervening Properties will utilize on-site water quality facilities instead of the Wendt basin for water quality. 4063.1.050.01 4633.1.007.01 May 10, 2005 2 EAIGEO INCORPORATED The water quality portion of the Wendt basin is sized appropriately for collecting stormwater runoff and reducing the contaminant loading to nearby creeks by allowing settlement of contaminants and sediment into the basin. In addition, the basin is intended to reduce summer flow into Alamo Creek by allowing these flows an opportunity to evaporate within the basin. 1.2.2 Basin Stormwater Functions The stormwater function of the basin is designed to reduce post-development peak flows to predicted pre-development flow levels for a range of design storms,including the 2-year, 10-year and 100-year storms, at the downstream project boundary and at the County line. The entire -storm drain system for Wendt Ranch, most of the drainage from Alamo Creek and a portion of the storm drainage from Intervening Properties will be routed directly into the basin. The basin is designed to drain in approximately 58 hours and in no more than 72 hours. 1.3 Alamo Creek Project The Alamo Creek project is located directly east of the Wendt Ranch project. Development for the Alamo Creek project, which consists of approximately 236 acres (out of a total site area of approximately 610 acres), will include approximately 804 affordable, attached and market-rate detached single-family homes, 120 affordable senior housing units, a 10.8-acre school site, several parks, a community center, and a fire station. The project includes an additional 11-acre soccer field. Project open space within site boundaries will total approximately 297 acres, including approximately 269 acres preserved and managed under a perpetual conservation easement (see revised Plan of Control). Included in the perpetual conservation easement is a valley known as the Kawar Valley located to the south of the planned development, where mitigation wetlands, ponds and creek improvements are planned. Storn water from the Alamo Creek project storm drain system will combine with those of the nearby Wendt Ranch and 4063.1.050.01 4633.1.007.01 May 10, 2005 3 EAGEO INCORPORATED Intervening Properties developments in the Wendt Basin. Discharges from the basin outlet directly into Upper Main Branch Alamo Creek after detention and water quality treatment. Water quality treatment at the Alamo Creek project also includes an area planned as a bioretention cell (Figure 3). This water quality facility can treat the runoff from the water quality storm event (approximately 0.2 inch per hour storm). The Alamo Creek water quality bioretention cell will treat this volume of stormwater before outletting the treated water into a small tributary drainage that joins upper Alamo Creek. Monitoring and maintenance are intended to protect the development improvements for the duration of the project, addressing proposed project impacts and mitigation to Waters of the State, and addressing public safety concerns in a responsible manner. 1.4 Intervening Properties Intervening Properties is located directly west of Wendt Ranch. The Intervening Properties development consists of approximately 157 acres located on the south side of Camino Tassajara, east of the intersection with Lawrence Road in Contra Costa County, California (Figure 1). Project plans include construction of a total of 378 single-family homes (376 on new parcels and 2 on existing lots), 96 apartment units and a 15-acre school site. Large portions of the site on the east, southeast and southwest will remain as open space (Figure 2). Camino Tassajara Road forms the northern property boundary. The site is bordered by an existing residential development on the west, undeveloped land to the south and the Wendt Ranch development on the east. Site topography is dominated by a north/south-trending ridge near the center of the property that drops to both the east and west. The Intervening tributary is located along the east side of the property and will be utilized for discharge of runoff from the northeastern portion of the site. 4063.1.050.01 4633.1.007.01 May 10, 2005 4 EAGEO INCORPORATED Most Intervening Properties (IP) surface drainage will be collected in a storm drain system. Structural stormwater treatment controls have been developed for the project in order to improve the quality of stormwater runoff and to mitigate hydrograph modification affecting downstream watercourses. The urban runoff water will be treated by the proposed on-site water quality facilities prior to release into project storm drains, as discussed below. 1. The western portion of the IP site will drain westerly towards Lawrence Road. A water Quality/Detention Basin will accommodate small-stormwater quality treatment and larger storm(up to 10-year) detention prior to release into the Town of Danville storm drain system. An existing Town of Danville storm drain system through the subdivision west of the site will carry the discharge west to Lawrence Road and then southward beneath the road to an unnamed tributary to Alamo Creek. Modeling has determined that post-development channel-forming -discharge is less than pre-development channel-forming discharge to the Lawrence Road storm drain outfall. 2. A fork of Alamo Creek borders the eastern site boundary and is called the Intervening Tributary (Figure 3). The Intervening Tributary joins with the Upper Branch of Alamo Creek approximately 655 feet north of the southern IP boundary, thus the northern terminus of Intervening Tributary is at Camino Tassajara and the southern terminus is at its juncture with Upper Main Branch. The discharge from the northeastern portion of the site will join additional regional drainage before entering the Intervening Tributary at an outfall near its intersection with Camino Tassajara. The outfall will be improved as part of development at Intervening Properties. Bioretention Site B (NE) will treat small storm event runoff prior to release from this portion of the site. 3. A portion of the IP requiring detention will drain to the Wendt Ranch detention basin following development. The Wendt Ranch basin outlets into Alamo Creek near the junction of the Intervening Tributary and Alamo Creek. The basin is designed to reduce post-development peak flows to predicted pre-development flow levels for a range of design storms, down to and including the 2-year channel-forming storm, at the downstream Wendt project boundary and at the County line. Bioretention Site C (SE) will treat small storm event runoff for water quality prior to release into the Wendt basin. 4063.1.050.01 4633.1.007.01 May 10, 2005 5 EAIGEO INCORPORATED 2.0 POLICY,PERSONNEL,BUDGET 2.1 General Policy and Goals This Operation and Maintenance Manual is based on the requirements of Contra Costa County Public Works and Flood Control Alamo Creek Conditions of Approval 130, 131, 148 and 170; Intervening Properties Conditions of Approval 128, 147, 149, 155 and 156 and Wendt Ranch Conditions of Approval 155, 161 and 162. The GRAD shall maintain and manage the subject drainage facilities and focus on providing the services needed to accomplish- drainage and water quality goals, performance standards and priorities. Funding for drainage facility maintenance is provided to administerprograms and meet future needs through prudent planning. The objectives of the GRAD are intended to support NPDES elements and long-term Best Management Practices (BMPs) as well as project Conditions of Approval by maintaining safe, effective and high-quality drainage facilities. The goals of the GRAD for the subject properties relative to operations and maintenance of drainage facilities are to: • Maintain the water quality/detention basins and the bioretention sites as four-season, water quality and/or detention facilities. • Preserve the structural integrity and intended capacity of these drainage facilities. • Monitor these drainage facilities for public safety. • Prepare sediment accumulation, hydraulic-function, maintenance and monitoring reports for these drainage facilities. • Provide for repair work associated with maintenance of these drainage facilities. • Monitor and maintain open space areas and creeks listed in the GRAD Plan of Control. 4063.1.050.01 4633.1.007.01 May 10, 2005 6 EAIGEO INCORPORATED • Accomplish the goals listed above in accordance with the Plan of Control and within the approved budget. This O&M manual provides a structured monitoring and maintenance plan. Included in the following sections are discussions regarding the frequency of monitoring, maintenance triggers and corrective measures, along with monitoring guidelines for erosion slope protection, mosquito control, sediment accumulation, dust and wildlife hazards, trash debris removal and monitoring for structural integrity. Drainage facility maintenance is an integral part of the process to provide proper functioning, promote public health and safety, and protect the development improvements from erosion and other natural processes. This document is intended to function as a manual for the three developments (Wendt, Alamo Creek and Intervening Properties) as they are presently proposed. It may be necessary to amend portions of this document to accommodate any potential land use changes or unforeseen conditions as long as modifications are consistent with the goals and intentions of the GRAD Plan of Control. 2.2 Personnel 2.2.1 General Manager The GHAD's General Manager is responsible for carrying out the requirements of the Plan of Control. In addition, the General Manager also works with the GRAD Board of Directors and Assessor's Office to set the annual levying of assessment on the property tax rolls, and serves as official liaison between the GRAD and any regional external organization regarding drainage facilities management. The GRAD General Manager (GGM) responsibilities under this manual can be summarized as follows: 1. Applying practices consistent with GRAD regulations,policies, standards and guidelines. 4063.1.050.01 4633.1.007.01 May 10, 2005 7 E1YGE0 INCORPORATED 2. Maintaining GHAD compliance with applicable Federal, State and County regulations and legislative requirements. 3. Providing for completion and submittal of the required monitoring reports for the drainage facilities. 4. Selecting and supporting contractors during maintenance of the drainage facilities. 5. Communicating with homeowners, the Grazing Manager, the Open Space Preserve Manager and local officials. 6. Preparing and submitting drainage facility requirements and budget justifications to the GRAD Board of Directors. 7. Assisting in formal reviews of drainage system functions. 8. Developing and publicizing policies, procedures, standards and technical guidance for maintenance and monitoring of the drainage facilities. 2.3 Report on Budget Each year, the proposed GRAD budget will include costs for the O&M of drainage facilities. The GRAD General Manager will report on the budget annually, and modify the budget as necessary to meet the goals of the O&M program, subject to the provisions of the Plan of Control. 2.4 Program Review The GHAD should provide for annual review of the drainage facilities maintenance program to: 1. Establish and promote thorough planning at every level. 2. Conduct periodic reviews of the requirements of the drainage facilities to determine whether the system continues to meet the purposes for which it was originally constructed. 4063.1.050.01 4633.1.007.01 May 10, 2005 8 EAGEO INCORPORATED 3. Explore alternate maintenance concepts to promote effective operation at the lowest cost through consideration of alternatives, costs,risks, and impacts. 4. Verify that performance goals are being attained or exceeded. If the drainage facilities are not performing satisfactorily, alternative measures will be proposed, reviewed, constructed and maintained. 5. Provide that appropriate maintenance requirements for the drainage facilities are identified, and appropriate maintenance efforts are undertaken. Refinement of the O&M Program should be expected based on the recommendation and agreement of the GHAD General Manager, applicable resource agencies and the Contra Costa County Public Works Department. 4063.1.050.01 4633.1.007.01 May 10, 2005 9 EAIGEO INCORPORATED 3.0 CREEK PROGRAM-UPPER MAIN BRANCH The following section describes the maintenance program for the Upper Main Branch of Alamo Creek, located between the Wendt Ranch and Alamo Creek projects and extending from Camino Tassajara on the north to the Wendt southern property line on the south (Figure 1). The primary objectives of the program are to monitor and evaluate the stormwater entering the creek from within the GRAD boundaries, the stability of the creek channel, and the integrity of the structural elements constructed near the creek,particularly the Casablanca crossing. Long-term monitoring will be undertaken by the GRAD, Grazing Manager and Open Space Preserve Manager. The monitoring program as proposed will include annual monitoring to provide an assessment on the performance of the creek system, and the response of the system to large flood events. The monitoring should also identify the need for periodic maintenance. 3.1 Basin Outfall Erosion Monitoring Protocol The proposed program shall include monitoring for erosion related to the discharge from the Wendt detention basin. The outlet of the basin should be observed during each monitoring event. Monitoring should include observing the outlet area along with adjacent and immediately downstream areas for signs of erosion, sediment deposition or bank failure. The observations should be documented with digital photographs and presented within asemi-annual monitoring report to the County. 3.2 Sediment Supply and Creek Condition Monitoring If erosion and sediment control BMPs, identified in the Sto water Management Plan (SW`MP) for the project are functioning to the expected standard, sediment should not accumulate or be eroded from the creek at rates requiring maintenance. Sediment removal for maintenance is not expected given watershed characteristics. Sediment supply is important for proper creek 4063.1.050.01 4633.1.007.01 May 10, 2005 10 EAGEO INCORPORATED function and a properly functioning creek will continually move its sediment supply, depositing and reworking it. Typically, it is assumed that all bed-material sediment and some portion of the suspended sediment load are removed from flow by detention basins, thereby permanently removing them from the total load. This can cause scour downstream of detention basins while the sediment-starved water attempts to balance its sediment load by picking up additional load. The Wendt detention basin was studied with respect to the phenomenon of downstream scour and it was determined that the detention basin will have little measurable impact on the water sediment carrying capacity in Main Branch since the percentage of water added to the system by the basin is significantly smaller than the total discharge of the watershed. The detention basin should accommodate most runoff from the proposed developments at Wendt Ranch, Alamo Creek and Intervening Properties, and retain and filter the runoff before releasing it to Main Branch Alamo Creek. The water entering the creek system from the detention basin should be nearly sediment free; however, the detention basin will be releasing only a small percentage of the total water in the watershed. The landslides located along the creek and tributary should supply ample sediment to the system to avoid creek scour downstream due to lack of sediment load. In order to monitor the creek condition below the Wendt detention basin, creek condition and sediment supply monitoring is planned annually sometime between May and July with additional monitoring within two working days after significant storm events (i.e. one inch or more of rainfall in a 24-hour period) to evaluate the condition of the creek and adjacent improvements (Figure 7). In addition to the area directly below the Wendt basin, the entire creek corridor from Camino Tassajara to the southern Wendt property line will be walked and monitored during these annual monitoring events. The results will be included in the June monitoring report. In particular, three pre-development steeper reaches or vertical discontinuities in the creek profile at approximately HEC-RAS Stations 9+00, 17+00 and 42+00 as shown on the Creek 4063.1.050.01 4633.1.007.01 May 10, 2005 11 EAIGEO INCORPORATED Restoration Plans will be monitored to establish that these areas are remaining stable and not migrating upstream in such a way to endanger the Contra Costa County bridge structure at Casablanca crossing. If monitoring indicates that areas of the creek are degraded, eroded, silted or failing to an extent capable of causing a hazard to the Waters of the State, nearby improvements or infrastructure, the GRAD should present plans for repairs and maintenance to correct the degradation, erosion, siltation or failure to the involved resource agencies for approval and permitting prior to implementing repairs for the GHAD Plan of Control. 4063.1.050.01 4633.1.007.01 May 10, 2005 12 EAGEO INCORPORATED 3.3 Procedures for Upper Main Branch Annual creek condition monitoring is planned once annually between May and July with additional monitoring within two working days after significant storm events (i.e. one inch or greater of rainfall in a 24-hour period) to evaluate the condition of the creek and adjacent improvements. The results will be included in the June and December monitoring reports. The maintenance and monitoring procedures for Upper Main Branch should include: 1. Monitoring of creek vegetation cover. 2. Monitoring of sediment accumulation and/or debris within the Upper Alamo Creek channel. 3. Monitoring for creek bank stabilization and/or eroded areas or failures of the creek banks. 4. Monitoring of creek structures. An annual review should be made to assess the effectiveness of the maintenance program and to make recommendations as to which measures should be modified. Any appropriate site-specific study or recommendation for remedial repair should be determined at that time. All repairs and maintenance to correct the degradation, erosion, siltation or failure should be presented to the involved resource agencies for approval and permitting prior to implementing repairs. Consultants, if necessary, will be retained to undertake the needed studies/repairs. 3.3.1 Emergency Response and Scheduled Remedial Repair Emergency response and scheduled repair expenditures for Upper Main Branch are to be prioritized in coordination with the GRAD Geotechnical Engineer. Resource agencies will need to permit all emergency repairs. Repair tasks are to be prioritized as follows in descending order of priority: 4063.1.050.01 4633.1.007.01 May 10, 2005 13 EAGEO INCORPORATED 1. Prevention, mitigation, abatement or control of hazards that have either damaged or pose a significant threat of damage to the creek and development improvements. 2. Prevention, mitigation, abatement or control of hazards which have either damaged or pose a significant threat of damage to ancillary structures, including but not limited to the inlet and outlet structures. 3. Prevention, mitigation, abatement or control of geologic hazards which have either damaged or pose a significant threat of damage to surrounding open space/creeks. The general techniques which may be employed (upon review and permitting by the resource agencies)to prevent, mitigate, abate or control emergency hazards include, but are not limited to, the following: 1. Repair, maintenance or replacement of creek structures and creek improvements. 2. Stabilization (either partial or total) of eroded areas or failures of the creek banks by removal and replacement with appropriate materials similar to those shown on the Upper Main Branch restoration plans. 3. Construction of erosion control measures. Whenever feasible, bio-engineering techniques will be utilized and are preferred over hard armor. Procedures for the following maintenance items are presented in subsequent sections: • Sediment accumulation and/or debris removal • Monitoring and replacement of creek vegetation • Stabilization and/or repair of eroded areas or failures of the creek banks • Monitoring and repair of creek structures 3.3.2 Monitoring and Replacement of Creek VeRetation The vegetation along the Upper Main Branch will be monitored to provide that vegetative cover is fairly continuous and in a condition that provides for erosion protection of the creek bed and banks. The following performance criteria for the Upper Main Branch may be used as general guidelines during monitoring: 4063.1.050.01 4633.1.007.01 May 10, 2005 14 EAIGEO INCORPORATED 3.3.2.1 Performance Criteria for Vegetation The creek channels shall not exhibit excessive erosion, nor shall the bank treatment serve as a location from which erosion and instability may be initiated and subsequently propagate through the rest of the creek system potentially damaging structures. An assessment of the need for potential remedial action will be triggered by either of the following circumstances: (1) visible erosion in excess of approximately one foot in depth over a distance greater than ten linear feet; or(2) rills of a diameter and depth of one foot or greater where planting treatments have been carried out. 3.3.2.2 Maintenance of Newly Planted Areas The planted areas will be maintained following planting to allow the success of the planting program. A qualified restoration ecologist may be retained to provide maintenance recommendations to the extent necessary to allow that performance standards are achieved. Care must be taken during maintenance activities to minimize disturbance within and adjacent to the designated mitigation areas. Maintenance activities to be used as general guidelines are described in the following section. • Non-Native Plant Control,. Invasive, non-native, weedy species such as Ailanthus, mustard (Brassica sp.), fennel (Foeniculum vulgare), tree tobacco (Nicotiana glauca), star thistle (Centaurea solstitialis), castor bean (Ricinus communis) and cocklebur (Xanthium strumarium), as well as other herbaceous weeds competing with the newly planted trees and vegetation should be removed as necessary to provide for creek capacity. Methods for removal and control should employ mechanical hand-clearing techniques and/or spot application of EPA-labeled herbicides suitable for aquatic settings that will avoid harm to or loss of adjacent native vegetation and wildlife. If herbicides are used, all safety measures recommended by the manufacturer should be followed. • Plant Replacement. Plant mortality exceeding the target values will be compensated by additional planting during the next planting season after plant mortality has been determined. 4063.1.050.01 4633.1.007.01 May 10, 2005 15 EAIGEO INCORPORATED Replacement plantings will only be installed in the fall or winter. If the new planted areas are not meeting performance criteria due to low plant survival, plants will be replaced with plugs or seed collected from other areas on site or purchased from commercial nursery sources. 3.3.3 Clearing of Creek Channel and Banks Creek channel and banks should be monitored for obstructing vegetation, trash and sediment. Maintenance should include only minor removal of debris obstructing proper flow characteristics, with appropriate consultation and permitting from the resource agencies. Only portions of vegetation that are obstructing channel flow should be trimmed or removed as necessary to allow creek function for conveying storm runoff. Some woody debris is allowed for habitat as long as it does not obstruct flow to an extent that causes flooding or erosion. Tree root masses within the channel and banks should be allowed to remain; however, trash and other undesirable debris should be removed from the creek areas as needed, or at least once per year. 3.3.4 Longitudinal Profile The longitudinal profile of the creek system should remain fairly consistent, without excessive scour, erosion or deposition. Fresh scarps, nick points, drops or sediment bars should be noted during the monitoring. The creek corridor should be functioning as intended as an open-channel system. The meandering pattern should be allowed to remain, and the creek may alter its low-flow path from season to season. If sediment accumulation is noted, it should be estimated by depth and location. Significant erosion of bed or banks should be noted. The creek profile at approximately HEC-RAS Stations 9+00, 17+00 and 42+00 as shown on the Restoration Plans should be monitored to establish that these areas are remaining suitably stable and not migrating upstream in such a way to endanger the bridge structure at Casablanca crossing. If these areas are migrating upstream, a proposed stabilization scheme should include 4063.1.050.01 4633.1.007.01 May 10, 2005 16 EAIGEO INCORPORATED analyzing the creek equilibrium slope and designing biotechnical or strategically placed rock revetment to arrest or slow upstream migration. All proposed designs must be permitted by the resource agencies prior to construction. Contra Costa County recommends the following areas for careful monitoring and treatment considerations (from CCCo Public Works; Review of Upper Main Branch Action Plan 2°d check; March 10, 2004)for channel instability or erosion: 1. The west side of the channel between Stations 2+00 and 6+00. If erosion is repeatedly noted here, consideration can be given to installing a floodplain terrace in this location. 2. The channel slope at Station 3+00 has a slope exceeding 3.3 percent providing an opportunity for additional biotechnical stabilization if a floodplain terrace is not constructed, and problems are repeatedly noted during monitoring. 3. Additional vegetative slope protection could be planted from Stations 6+00 to 12+00 on the east side of the channel,if erosion is repeatedly noted in this area. 4. The outfall of the Wendt Ranch detention basin should be monitored. 5. The shear stress at Station 14+95 is high and the invert slope at Station 19+00 is approximately 5.4 percent. Both of these stations might benefit from biotechnical stabilization measures,if erosion is repeatedly noted during monitoring. 6. Shear stresses and velocities are high at Stations 28+00, 30+00, 34+00 and 40+73. These areas should be targeted for careful erosion monitoring. 3.3.5 Stabilization and/or Repair of Eroded Areas or Failures of the Creek Banks If unsuspected areas of bank weakness that could jeopardize nearby improvements are noted during the monitoring process, stabilization must be undertaken in a timely fashion. Any significant bank failures having the potential to affect nearby improvements identified along the creek can be corrected upon permitting by the resource agencies. 4063.1.050.01 4633.1.007.01 May 10, 2005 17 EAIGEO INCORPORATED Monitoring of the channels should involve visual observation on an annual basis and after S1g111fiCaYlt storm events. The banks should be observed for obvious signs of vertical and horizontal displacements, seepage or erosion caused by high creek levels. Any excessive slope displacement, seepage or erosion should be reported and addressed by maintenance as necessary. The GHAD may retain a geotechnical engineer and erosion control specialist as needed to determine appropriate remedial action necessary to correct the problem. The following guidelines are applied to all grading accomplished for construction of stabilization measures: • Both an Engineering Geologist and Geotechnical Engineer should be consulted on significant bank repairs. • Soil removal/placement should be limited to the minimum needed for erosion/flood protection as determined by an Erosion Control specialist. • No material should be placed in any special aquatic site, including wetlands, without agency approval. • Preference should be given to soft armor and bioengineering techniques whenever possible. • No material should be placed in any location, or in any manner, so as to impair surface water flow into or out of any wetland area without proper resource agency permitting. • No material should be placed in a manner that could allow it to be eroded by normal or expected high flows. • No material should be placed permanently within a surrounding open space or conservation easement area. 3.3.6 Monitoringand of Creek Structures Stability of creek structures is important to the performance of the creek system and, therefore, an essential monitoring component of the program. Visual monitoring can be used to identify evidence of rock migration and erosion. The creek banks, armor-protected areas and channel are to be monitored on an annual basis. Grade control structures are to be inspected for structural 4063.1.050.01 4633.1.007.01 May 10, 2005 18 EAIGEO INCORPORATED integrity and stability (Figure 15). The creek banks and channel near all structures should be free of erosion, rills, slumps or landslides. Irregularities should be reported in the monitoring report. The Kawar Valley contains a tributary to Upper Main Branch. The Kawar Valley monitoring will be limited to pond spillway monitoring and drop structure monitoring. Please refer to the Improvement Plans for Upper Main Branch and Kawar Valley(ENGEO, 2005). 4063.1.050.01 4633.1.007.01 May 10, 2005 19 EAGEO INCORPORATED 4.0 CREEK PROGRAM- INTERVENING TRIBUTARY to Juncture with Main Branch 4.1 Intervening Tributary Monitoring The bed and banks of Intervening Tributary should be monitored by the GRAD on an annual basis sometime between May and July, with additional monitoring within two working days after significant rainfalls (one inch or greater in 24 hours). If monitoring indicates that areas of the creek are degraded, eroded, silted or failing to an extent capable of causing a hazard to the Waters of the State or the County infrastructure,the GHAD will implement repairs and maintenance to correct the degradation,erosion, siltation or failure to the satisfaction of involved agencies. 4.2 Procedures for Intervening Tributary The maintenance and monitoring procedures for Intervening Tributary should include: 1. Monitoring of creek vegetation cover. 2. Monitoring of sediment accumulation and/or debris within the Intervening Tributary channel. 3. Monitoring for creek bank stabilization and/or eroded areas or failures of the creek banks. 4. Monitoring of creek structures. The GRAD will implement repairs and maintenance to correct any degradation,erosion, siltation or failure to the satisfaction of involved agencies for areas that are capable of causing a hazard to the Waters of the State or the County infrastructure. Vegetative cover along the banks of Intervening Tributary will be maintained as an erosion control and slope stability measure. Native plants and ground covers that require minimal maintenance will be encouraged along creek banks and will be planted as necessary. Vegetative growth along the creek banks and in the creek beds will be monitored for health and the presence of aggressive non-native species or pests as part of the 4063.1.050.01 4633.1.007.01 May 10, 2005 20 EAGEO INCORPORATED yearly monitoring program. The stream bed will be monitored for buildup of excess sediment, scour, or erosion. An annual review should be made to assess the effectiveness of the maintenance program and to make recommendations as to which measures should be modified. Any appropriate site-specific study or recommendation for remedial repair should be determined at that time. All repairs and maintenance to correct the degradation, erosion, siltation or failure should be presented to the involved resource agencies for approval and pen-nitting prior to implementing repairs. Consultants, if necessary, will be retained to undertake the needed studies/repairs. 4.2.1 Emergency Response and Scheduled Remedial Repair Emergency repairs in Intervening Tributary should be undertaken according to the description of such repairs in the Upper Alamo Creek section of this manual. 4.2.2 Monitoring and Repair of Creek Structures Monitoring and/or repair of creek structures in Intervening Tributary should be undertaken according to the description of such repairs in the Upper Alamo Creek section of this manual. 4.2.3 Stabilization and/or Repair of Eroded Areas or Failures of the Creek Banks Stabilization and/or repair of eroded or failed areas of creek banks in Intervening Tributary should be undertaken according to the description of such repairs in the Upper Alamo Creek section of this manual. 4063.1.050.01 4633.1.007.01 May 10, 2005 21 EAIGEO INCORPORATED 5.0 BIORETENTION FACILITY PROGRAM Three bioretention facilities require monitoring and maintenance by the GRAD. One facility is located on the Alamo Creek project (Figure 3) and two are located on the Intervening project (Figure 2). This portion of the manual describes the operation of the bioretention facilities and outlines a monitoring and maintenance program for use on all three facilities. The facilities on both Alamo Creek and Intervening properties are constructed to the approximate dimensions shown on the improvement drawings for each facility. Water enters each facility (inflow) at one location and leaves each facility at two locations. The bioretention inflows, inlet and outfalls must be maintained in working condition, free of obstruction and freely draining. Each bioretention facility has an outfall that services the subdrain beneath the sandy medium and an inlet that services the surface but connects to the subdrain outfall. The surface inlet for each facility should be visible and not surrounded by vegetation. The subdrain outfall should be free of obstruction and freely draining, without causing erosion or scour. Facility function for urban pollutant filtering should be maintained; for this reason, vegetation is planned in the facilities to aid in biological and chemical reactions. Plants are important but should not be allowed to become so large that their root systems clog the subdrains, and pruning, removal and replacement with smaller specimens as well as normal plant care is anticipated to the extent that it does not hinder infiltration of water. The bioretention facilities are designed with a veneer (approximately four inches) of organic material such as well-drained mulch. The consistency of this medium should not be altered during maintenance unless specifically reviewed and accepted by the RWQCB. Pesticides and herbicides should generally not be used within the facilities as these compounds would add significantly to the pollutant load treated and might cause adverse changes in the biotic mix necessary for proper facility function. Additionally, such chemicals simply add to the 4063.1.050.01 4633.1.007.01 May 10, 2005 22 EA1C E0 INCORPORATED pollutant load leaving the site. Pesticide use should be limited and only used if absolutely necessary for mosquito control, with input from Contra Costa Mosquito and Vector Control District, applicable resource agencies, and in conformance with all applicable rules and regulations. The following general maintenance activities are considered appropriate for the bioretention facilities and will be discussed in more detail in following sections: 1. Landscape Maintenance - The bioretention facilities may require landscape maintenance to control vegetation growth and improve appearance. Maintenance should limit the vegetation height, allow for a neat appearance and provide for adequate surface flow capacity. Maintenance should be -in keeping with generally acceptable landscape maintenance practices. 2. Plant Replacement - All plant replacement materials should be able to tolerate saturated soil conditions for the length of time anticipated in the design storm event (one hour), as well as other anticipated runoff constituents. The bioretention facility needs to be planted with vegetation having low water/fertilizer/pesticide requirements. 3. Debris Control,- Litter and debris blocking the filters could contribute to flooding and should be removed. Regular debris removal along the length of the surface drainage system should be undertaken. This includes removal of woody vegetation blocking the flow path, removal of debris blocking facility outlets and inlets and removal of litter from all facilities. 4. Drainage Monitoring - An observation of the drainage system should be performed at least annually and additionally after major storm events. The monitoring should be used to record long-term changes in the system and highlight any needed maintenance to either surface or subdrainage, including the emergency spillway. 5. Filter Media Monitoring - Replacement of the sand or other media within sand filters should not be necessary as part of maintenance activities unless evidence of saturation/ponding is noted during repeated monitoring and the integrity of the discharge piping has been established as functional. The design life of the filter system is generally greater than 50 years (CEI.SOC, November 2004). Filter medium replacement would only be needed to improve aesthetics or repair systems damaged by high pollutant loads or excessive pesticide/herbicide accumulation. The original percentage of native soil in the sandy medium (specified on the Improvement Plans) should be repeated in any new medium placed in the facilities unless specifically approved by the RWQCB. 4063.1.050-01 4633.1,007,01 May 10, 2005 23 EAGEO INCORPORATED 6. Access Road Monitoring - Gravel or other access roads should be monitored and maintained in a condition suitable for access vehicle travel. Maintenance should include reapplication of gravel surfacing as necessary to provide access to service vehicles. As currently planned, the above maintenance will be undertaken by a combination of the HOA and Geologic Hazard Abatement District (GRAD) upon project completion. The GRAD can maintain and manage the bioretention facilities' water quality and drainage aspects and related drainage facilities including the creeks as soon as it takes ownership of these areas according to the GRAD Plan of Control. The HOA will provide landscape contracting, maintenance and litter control within common areas, including the bioretention facilities. TABLE I B-ioretention Facility Maintenance Matrix Facility Ownership Property Maintenance Maintenance Entity Entity Funding 1.3. B ioretention Drainage GRAD* GRAD Assessment GRAD 2.4. Bioretention Landscaping I GRAD HOA** HOA *GRAD—Geologic Hazard Abatement District **HOA-Home Owners Association Long-term monitoring and maintenance of the bioretention facilities by these entities will generally be funded by tax revenues collected for that purpose. 5.1 Landscape Maintenance)Plant Replacement Vegetation may be planted or allowed to become established in the facilities; however, any planting should be irrigated by low-flow drip emitters only. Plant establishment is important because many of the chemical and biological processes that remove pollutants from the system are enhanced by plant growth. Landscape maintenance should include weekly applicable pruning, light feeding, drip irrigation maintenance, mowing and annual mulch placement. 4063.1.050.01 4633.1.007.01 May 10, 2005 24 EAIGEO INCORPORATED A 4-inch minimum veneer of organic planting medium such as cobbles or mulch should be reapplied annually. The consistency of this medium should not be altered from that indicated on the Improvement Plans during landscape maintenance unless specifically reviewed and accepted by the RWQCB. The mulch layer is important to the bioretention facilities and serves as an important metals and bacterial removal function. The new layer of mulch can be applied over the older layer from the previous year. Pesticides and herbicides should not be used within the facility as these compounds add significantly to the pollutant load treated in the facility and might cause adverse changes in the biotic mix necessary for proper facility function. Additionally, such chemicals simply add to the pollutant load leaving the site. Pesticide use should be limited and only used if absolutely necessary for mosquito control, with input from Contra Costa Mosquito and Vector Control District, and in conformance with all applicable rules and regulations. Hardscape used in landscaping must not be continuous over the surface of the bioretention facilities, but can be incorporated into landscaping replacement maintenance. All plant replacement materials should be able to tolerate saturated soil conditions for up to approximately one hour and additionally should have low water/fertilizer/pesticide requirements. Plants can be pruned, and lightly fed as well as serviced with drip irrigation as long as the irrigation system is maintained in a proper working condition. Irrigation systems should not be allowed to leak or malfunction such that excess water is allowed to enter the water quality facilities. An observation of continuous flow in the outfall pipes could be an indication of irrigation system malfunction or overwatering and should be followed up with a system check for proper function. In summary, the maintenance and monitoring procedures for landscape maintenance/plant replacement should include: • Pruning, mowing, and light feeding as applicable. • Checking for proper irrigation system function. • Annual mulching. 4063.1.050.01 4633.1.007.01 May 10, 2005 25 EAIGEO INCORPORATED 5.2 Debris Control Maintenance should include routine removal of litter and debris. This removal is anticipated as part of a routine maintenance program and can be incorporated into landscape maintenance. 5.3 Drainage and Filter Media Monitoring and Maintenance Higher flow events will by-pass the facilities and enter the project storm drain system. If standing water or soggy, saturated soilmedia are noted during monitoring, it may be an indication of subdrain or outfall clogging and both the subdrain and outfall should be checked for integrity and proper function. The bioretention inflows, inlet and outfalls must be maintained in working condition, free of obstruction and freely draining. The bioretention facilities have an outfall that services the subdrain beneath the sandy media and an inlet that services the surface but connects to the subdrain outfall. The surface inlet for each facility should be visible and not surrounded by vegetation. The subdrain outfall should be free of obstruction and freely draining, without causing erosion or scour. The bioretention facilities should be monitored for proper function and public safety. Of particular importance is maintaining the ability of the facilities to filter stormwater without clogging or becoming saturated. The facilities are designed to filter the 85thpercentile runoff event (approximately the first 1 inch of rainfall runoff and must function as water quality treatment facilities even if used additionally for recreational or aesthetic uses. To this end, the facilities must not be capped with clayey soils,paved,parked on for extended time or covered. The surface of the facilities at the inflow locations must be regularly cleared of any excess clayey sediment and leafy litter to enable proper flow characteristics. Failure to do so can create the potential for inefficient functioning. It is anticipated that the gravel inflow apron may need 4063.1.050.01 4633.1.007.01 May 10, 2005 26 EAIGEO INCORPORATED periodic maintenance and replacement if there is sediment buildup in this location. To replace the gravel apron, the filter fabric and gravel should be removed and the filter fabric replaced with fresh material equal to that specified on the Improvement Plans. The gravel can be reused if the cobbles are not coated with clayey soil. The surface drainage and filter media function should be monitored twice yearly in May and November with additional monitoring within two working days after significant storm events (i.e. one inch or more of rainfall in a 24-hour period) to evaluate the function of the bioretention facilities. The results will be included in June and December monitoring reports. Inflow and outflow structures and subdrain cleanouts should additionally be checked for proper function and condition and repaired or replaced as necessary. In summary, the maintenance and monitoring procedures for the surface, subsurface and medium drainage should include: • Observing inflow, inlet, spillway and outfall locations for function. • Checking for soggy or saturated soil medium. • Repairing broken or blocked piping. • Replacing the inlet gravel apron filter fabric every three years or as needed if sediment build up is visible. Please refer to Figures 12 through 14 for typical Intervening Property bioretention designs and Bioretention Cell Improvement Plans (dk Associates, 2005)for both Alamo Creek and Intervening Properties bioretention facilities. 4063.1.050.01 4633.1.007.01 May 10, 2005 27 k EAIGEO INCORPORATED 6.0 BASIN PROGRAM Two water quality/detention basins, the Wendt basin and the western basin on Intervening properties, will require monitoring and maintenance by the GHAD. This portion of the manual describes the operation of the basins and outlines a monitoring and maintenance program for use on both basins. 6.1 Water Quality/Detention Basins Both basins function as both water quality basins and detention basins. The water quality aspect of each basin is designed to treat low flow (2-inch/hr and less) stormwater for pollutants before releasing it downstream. The detention function of each basin is designed to hold higher flow stormwater for an amount of time appropriate for maintaining pre-development peak flows. The dual functions of the basins need to perform in harmony, with the lower few feet of storage reserved for water quality and the remainder of the upper storage reserved for detention. The basins should be monitored to confirm that they are draining adequately, with residence time that does not significantly exceed the design criteria. The inlet and outlet structures are to be monitored to confirm proper functioning. Remedial procedures for the outlet should be taken immediately if water levels overtop an emergency spillway. Overtopping may indicate the basin outlet structure is ineffective or inoperable, and should be maintained/repaired to prepare for subsequent storm events. As the basins fill, the rate of discharge from each basin should increase with increased water depth. If standing water is found within either basin during the late summer monitoring event, the basin may not be functioning properly. In that event, repair or redesign of the facility may be required so that the basin remains self-draining. In addition, the basin must be allowed to remain nearly dry for a period of at least six weeks, in order to prevent the breeding of mosquitoes. 4063.1.050.01 4633.1.007.01 May 10, 2005 28 E1YGE0 INCORPORATED The water quality function for urban pollutant settling and removal should be maintained. Vegetation should be promoted on the floor of the basin to aid in the trapping of pollutants and the breakdown of organic compounds. Herbicides will not be used in the basin unless absolutely necessary. Pesticide use will be limited and only used if absolutely necessary for mosquito control, with input from the Contra Costa Mosquito and Vector Control District. The rate of sediment accumulation should be measured to identify potential need for removal. Some sedimentation is expected within the basin; however, it is a long-term goal of the BMPs to decrease sediment loads leaving the development, so the basin will function as a water treatment facility rather than as a sediment trap. If BMPs on the project are functioning to the expected standard, sediment should not accumulate at a rate requiring removal. Based on experience with similar developments, the volume of sediment leaving completely improved developments often stabilizes to a minimal level once soil is either covered or stabilized with vegetation upon project completion. Sediment removal is planned only to the extent necessary for proper hydraulic function and should not exceed storm drain sediment removal rates in any other residential subdivision. Prior to sediment removal, the sediment will be observed for contaminants. Records of urban pollutants found in basin sediments will be maintained and forwarded to appropriate agencies. 6.2 Procedures for Basins 6.2.1 Procedures The side slopes and embankment of the basins should be monitored as part of routine maintenance. The entire perimeter of the basins should be observed for evidence of erosion or slope failures. Any irregularities or failures should be reported immediately to the GGM and appropriate corrective measures employed within a time frame appropriate to the severity of the 4063.1.050.01 4633.1.007.01 May 10, 2005 29 EAIGEO INCORPORATED problem. Irrigation systems, if present, are to be monitored for proper function. Leaking or malfunctioning irrigation systems will be repaired within two days of inspection. Routine maintenance, including removal of litter and coarse debris, vegetation control, and cleaning of inlet and outlet structures should be performed as part of regularly scheduled monitoring or in a timely manner following monitoring visits. In addition to twice-yearly scheduled monitoring, special monitoring visits should be carried out during or after large precipitation events as necessary to maintain the facilities in proper functioning condition. Twice-yearly monitoring of the basins is planned during May and November with additional monitoring within two working days after significant storm events, i.e. one inch or more of rainfall in a 24-hour period. Technicians retained by the GHAD will cant'out site monitoring. The GGM will ultimately be responsible for determining the need for more frequent monitoring. All personnel and subcontractors involved in management of the drainage facilities will be educated on reading any gauges, proper pruning/cutting techniques and monitoring measures by the GGM. Sample Monitoring Reports are included at the end of this manual. An annual review shall be made by the GGM to assess the effectiveness of the monitoring and maintenance program and to make recommendations to the General Manager as to which measures should be undertaken in the next fiscal year. The GGM should submit an annual Program Review report to the Board of Directors verifying that performance goals are being attained. Any appropriate site-specific study or request for remedial repair shall be determined at that time. If necessary,consultants will be retained to undertake the needed studies/repairs. 4063.1.050.01 4633.1.007.01 May 10, 2005 30 EAIGEO INCORPORATED 6.2.2 Maintenance Tasks Procedures for the following basin maintenance items are presented in the following sections of this manual: • Maintenance of access roads to basins. • Monitoring any perimeter fencing for public safety. • Sediment and vegetation management. • Mosquito abatement. • Monitoring water height in water quality/detention basins. • Maintenance of the facility inlets. • Maintenance of facility outflow/trash rack structures. 3 • Maintenance removal of standing or ponded water in facilities,if necessary. • Repair tasks resulting from monitoring notes. • Stabilization and/or repair of eroded or failed areas on the embankment surrounding the basin. • Monitoring creek bank meandering in the vicinity of the Wendt basin and repair or restoration of creek banks that could affect basin stability. • Monitoring and repair as necessary of the concrete slurry and geogrid revetment walls at the Wendt basin. 6.2.3 Maintenance of Access Roads Maintenance of access roads is crucial to maintenance and monitoring operations. Maintenance of access roads will involve repair of excessive bumps, cracks and depressions such that maintenance vehicles can easily navigate the roads. The roadways will be inspected on a twice yearly basis in May and November and repaired through re-grading, weed removal or placement of additional gravel as necessary to assure all weather, easy vehicular access. Any damage to access roads or failures of the embankments near roads will be reported to the GGM immediately. If weed removal is necessary,it should be undertaken in the late Spring. 4063.1.050.01 4633.1.007.01 May 10, 2005 31 E111G E0 INCORPORATED 6.2.4 Fencing Repair The Contra Costa County Conditions of Approval require installation of fencing and signage around all detention basins for public safety. Maintenance of fencing involves repair of all gaps, tears, sags and breaks such that public safety is provided. All perimeter fencing will be monitored twice yearly in May and November and maintained in good condition without breaks or damage. Figure 8 shows the general design for the Wendt basin chain link fence. 6,2.5 Sediment and Vegetation Man ment The floor of the water quality/detention basins must be cleared of excess sediment and excess vegetation as necessary to enable proper flow characteristics. Failure to do so can create flood hazards; however, a vegetative growth of less than 5 feet in height contributes to pollutant trapping and is valuable for the basins. GRAD personnel are to monitor the sediment and vegetation accumulation on the floor of the water quality/detention basins on a twice-yearly basis in May and November. Sediment accumulation may be measured with installed staff gages or a measuring tape from a stationary point of reference, and vegetation accumulation can be measured with a measuring tape within the basin floor, If sediment has accumulated in excess of 10 percent of the basin storage capacity the accumulated sediment should be removed. If vegetation in excess of 5 feet in height is present, it should be trimmed. Although vegetative growth is generally encouraged, excess vegetation (defined as shrub and tree growth in excess of 5 feet in height) must be trimmed or removed from the basin floor by pruning, Mechanical and hand weeding methods are preferred. In instances where mechanical control alone is not effective, systemic contact herbicides such as glyphosate may be necessary. All herbicides must be applied by a licensed operator, and must be 4063.1,050-01 4633.1.007.01 May 10, 2005 32 EAIGEO INCORPORATED EPA-approved for the specific weed and situation (either wetland or upland). The project biologist must be present to supervise all spraying or wicking to ensure that the application avoids desired native plants. Areas where vegetation is removed or destroyed during maintenance should be seeded with a native grass seed mix (Table B) and covered with erosion control fabric. Sediment will be removed in small sections, with as little disturbance to existing vegetation as possible. Prior to removal, the sediment will be observed by the GGM for odors or visual signs of the following: • Phosphorus and nitrogen • Oil and grease • Title 22 metals • Organophosphorus pesticides * Chlorinated pesticides Indications of these substances include excess algae or fungal growth, shiny or oily surfaces, distressed vegetation, or a significant absence of insects. If indications of these substances are present, the GGM will initiate sampling and testing of the sediment prior to removal. If soil sampling and testing are determined necessary by the GGM, the soil samples may be collected for transportation to aState-certified analytical laboratory for testing. If the results of testing indicate that the sediment contains contamination above state regulatory thresholds of any contaminants including the above, the affected sediment shall be removed and transported off site for remediation/disposal. If no contamination is detected, the sediment can be disposed of in a legal manner or placed and spread evenly in open space areas reviewed by a Geotechnical Engineer. The sediment will not be placed within 20 feet of a designated wetland area, creek or drainage, including v-ditches. The sediment will not be placed on sloping ground. 4063.1.050.01 4633.1.007.01 May 10, 2005 33. f EAIGEO INCORPORATED Y After spreading, the sediment will be seeded with a native grass seed mix (Table B) and covered with straw mulch. 6.2.6 Mosquito Abatement It is possible that mosquito abatement will not be required in the water quality/detention basins due to the drying cycle in the summer months; however, mosquito abatement and monitoring will be necessary year round in the creeks and streams by Contra Costa County Vector Control. If homeowner complaints are received by the GRAD, the GRAD will contact Contra Costa County Vector Control. 6.2.7 Water Qualit etention Basin Inflow It is of utmost importance that the inflow structure of the water quality/detention basin function properly, substantially free of debris or other obstructions. The basin inflow should be visually observed twice yearly in May and November and after all storm events generating one inch or more of rainfall in 24 hours. The inflow is to be maintained in good condition without obstruction. If any more that one-quarter of the inflow structure is obstructed, remedial maintenance should be performed immediately if possible. If immediate attention is not possible or additional equipment is needed, the repair or maintenance should be scheduled to take place within the shortest time possible. Figure 5 shows the general inflow design for the Wendt basin. 6.2.8 Water Quality/Detention Basin Outflow Structures The basin outflow, trash rack and emergency spillway will be monitored twice yearly in May and November and after all storm events generating one inch or more of rainfall in any 24-hour period. The spillway should be additionally monitored after any event that causes flow over the spillway. The outlet and spillways will be maintained in good condition without obstruction. 4063.1.050.01 4633.1.007.01 May 10, 2005 34 EW2 E 0 INCORPORATED e The outlet should additionally be observed for signs of erosion at the edges of the structure. The outlet structure and trash rack should be cleaned both as part of routine maintenance as well as on an as-needed basis if any portion of the structure becomes obstructed. Any debris accumulating on the trash rack is to be removed. The grate will be removed if necessary to clean debris accumulated within the structure. The trash racks and emergency spillways will be maintained and repaired as necessary to allow proper function. Figure 6 shows the general outflow design for the Wendt basin. Figure 9 shows the general emergency spillway design for the Wendt basin. Please refer to the Improvement Plans for the basins (dk Associates) for detailed design information. 6.2.9 Maintenance Discharges Maintenance discharges are limited to those approved by the GGM. Before approving the removal of water or sediment from the drainage facilities, the GGM will consider the following factors: • The size and age of the facilities. • The construction quality of the facility. • The maintenance history. • Whether the facility has been functioning at capacity and for how long. • Present vs. original stormwater control needs. • Whether sensitive/unique functions and values may be adversely affected. Water removed from the drainage facilities for maintenance will be spread evenly in open space areas previously approved by the GGM,or trucked to an approved water disposal site. The water will not be directly released into Alamo Creek or its tributaries. Soil removed for the maintenance of the facilities will be spread evenly in open space areas previously reviewed by a Geotechnical Engineer. The soil will not be placed within 20 feet of a designated wetland area, creek or drainage. The soil will not be placed on ground that has a 4063.1.050.01 4633.1.007.01 May 10, 2005 35 E1YGE0 INCORPORATED slope greater than 10 percent. After spreading, the soil will be hand-seeded with native mix and covered with straw mulch or erosion control fabric. 6.2.10 Repair Tasks In determining the need for repairs to basins, embankments, spillways, inlets or outlets the GGM will consider the following factors: • Any original mitigation required. • The current environmental setting. • Any adverse effects of the repair project that were mitigated in the original construction. The GGM will immediately undertake maintenance for completion of any basin problems, provided that the GGM establishes a schedule for the identification, approval, development, construction and completion of the required repair in accordance with current policy. 6.2.11 Embankment Stabilization The embankments of the water quality/detention basins must be maintained in a stable state. The water quality/detention basins were designed to remain stable throughout the life of the projects; however, if any areas of weakness, seepage or piping are noted during the monitoring process, stabilization must be undertaken in a timely fashion. The sides of the basins are to be monitored on atwice-yearly basis. Plantings and other vegetation are to be observed for health and vigor. The embankment sides should be free of erosion, rills, slumps or landslides. All embankment slope irregularities should be reported to the CHAD Board of Directors in the monitoring report. Irrigation systems, if present, are to be monitored for proper function. Leaking or malfunctioning irrigation systems will be repaired within two days of observation. The Wendt basin perimeter was designed with two additional structures that should be noted: 4063.1.050.01 4633.1.007.01 May 10, 2005 36 EAIGEO INCORPORATED • A concrete slurry wall located north of the basin between the buffalo wetland and the basin for the purpose of minimizing subsurface water movement from the wetland towards the basin (Figure 10) and, • A geogrid revetment wall constructed near the southwestern embankment between the basin and Intervening Tributary for the purpose of protecting the basin from lateral creek movements (Figure 11). These two structures are both constructed below ground and monitoring events should note any changes to the ground surfaces in these general vicinities that could potentially affect the structural integrity or long term functioning of either the slurry wall or the geogrid revetment %00 wall. 4063.1.050.01 4633.1.007.01 May 10, 2005 37 EAGEO INCORPORATED MONITORING AND MAINTENANCE SCHEDULE The following schedule for monitoring and maintenance is recommended. The schedule is a guideline and may be modified as needed when conditions change in order to fulfill the overall creek maintenance goals. Complete stormwater monitoring visits can be performed on the following schedule: TABLE A MONITORING SCHEDULE MONITORING TYPE SITE Twice annually in May and 1. Plant health/need for replacement or pruning Bioretention November and after 1.0 inch or 2• Removing accumulated litter and debris Facilities more of rainfall in a 24-hour 3. Monitoring for standing water period 4. Monitoring inlets and outlets 5. Routine access roadway maintenance check Annually in May with I. Bed and Bank Stability Upper Main additional monitoring within 20 Sediment Discharge Monitoring Branch Alamo two working days after 3. jy romoamcation Monitoring Creek;Intervening significant storm events, 4• Channel and Bank Monitoring Tributary i.e.one inch or more of rainfall 5. Structures in a 24-hour period. 6. Vegetation Performance Criteria 7. Results compiled in June and December 1. Maintenance of access roads to basins. 2. Monitoring any perimeter fencing for public safety. 3. Sediment and vegetation management. 4. Mosquito abatement. Twice annually in May and 5. Monitoring water height in water Water November and after at least quality/detention basins. Quality/Detention 1.0 inch of rainfall in a 24-hour 6. Maintenance of the facility inlets. Basins period post-construction 7• Maintenance of facility outflow/trash rack structures. 8. Maintenance removal of standing or ponded water in facilities,if necessary. 9. Repair tasks resulting from monitoring notes. 10. Stabilization and/or repair of eroded or failed areas. Kawar Valley Annually in May 1. Pond spillway and creek grade control structures 4063.1.050.01 4633.1.007.01 May 10, 2005 38 EAIGEO INCORPORATED June: Submit semi-annual reports for Hydraulic Function/ Creek Stability to Contra Costa County Public Works Engineering Services Division. December: Submit semi-annual reports for Hydraulic Function/ Creek Stability to Contra Costa County Public Works Engineering Services Division. TABLE B Erosion Control Seed Mix SCIENTIFIC NAME COMMONNAMF, QUANTITY Elymus X Triticum, Regreen Hybrid Wheatgrass 80 lbs/acre Fiber Mulch Mulch 2,000 lbs/acre Fertilizer(7-2-3) Fertilizer 800 lbs/acre Tackier-_________ Tackier 200 lbs/acre 4063.1.050.01 4633.1.007.01 May 10, 2005 39 4-4 a WIP: w, O O U ^ A U 4-♦ cis ON Ina bap o cfa 4.4 �,, O . 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X19 0 ir 0- w 719.6 m --4 CD z / --A\ n �" n+00 a n ILD -.-I(D J J 0)tp cp J L4 N 0 O N J � TW 697.oo ,��� 0 B W 6 96.7 5 '� �� � p 717.6 CIV 1a� Of 0 CL Of 0 U z O W 0 z L.J m 0 FEET 60 m 0 O WrERS 30 N e BASE MAP SOURCE: dk ENTERVENING PROPERTTES WQ/DETF2MON BASINMOJECrNO.: 4063.1.050.01 FIGURE NO. 0 GHAD O&M DATE: MAY 2005 I N C O R P O R A T E D EXCELLENT SERVICE SINCE 1971 CONTRA COSTA COUNTY.,CALIFORNIA DRAWNBY: RAC BY: JT ORIGINAL FIGURE PRINTED IN COLOR _\ rafting\ A iN \_uwq b HA M\4006 -20WIr uobi osis Ion—0505.dwg 5-18-05 10:33:18 AM CEO INCORPORATED MONITORING REPORT FORM (Part 1) GHAD Maintained Facilities Contra Costa,County,California A DRMENAGE FACILITIES MAINTENANCE PROGRAM (TO BE COMPLETED SEMI-ANNUALLY IN MAY AND NOVEMBER AND AS NECESSARY DURING HEAVY RAINFALL, AND SUBMITTED IN THE SEMI-ANNUAL HYDRAULIC FUNCTION/WATER QUALITY REPORTS IN JUNE AND DECEMBER) Inspector: Date: Weather Conditions: Days since last rainfall: Dry season? Wet season? Approximate Basin/Creek Water Levels: NoteworthySediment Accumulated since Last Monitoring Event:. MONITORED CONTROL YES NO N/A COMMENTS/SUGGESTED MAINTENANCE 7 1. Are inlet and outlet structures functioning properly,allowing the facilities to drain and are they in satisfactory condition? 2. Are access roads in satisfactog condition? 3. Is all perimeter fencing in good condition without breaks,gaps IM9 or damsge mwrmw� 4. Have any debris racks been cleaned and are they in good condition? 5. Are embankments surrounding the basins in good condition without rills, seepage or failures? 6. Is the vegetation less than 5 feet in height in the basins? 4063.1.050.01 4633.1.007.01 May 10, 2005 EAIGEO INCORPORATED MONITORED CONTROL YES NO N/A COMMENTS/SUGGESTED MAINTENANCE 7. Are the bed and banks of Intervening Tributary free from rills and erosion? 8. Are the bed and banks of Upper Main Branch in a stable state free from rills and erosion? 9. Are the spillway and grade control structures in Kawar Valley functional; without erosion/structural damage? 10. Has sediment or water removal been undertaken from either the Wendt or Intervening basins in the last 3 months? 11. If so,has it been tested as required? 12. Is there evidence of chemical sheen or odor,contaminated runoff,litter or blowing debris in or near the basins or bioretention sites? 1 13. Do any basin devices require maintenance to provide more effective function? 14. Are there signs of leaking irrigation --- s stems? 15. Is there standing water in the bioretention facilities? 4063.1.050.01 4633.1.007.01 May 10, 2005 EAGEO INCORPORATED MONITORED CONTROL YES NO N/A COMMENTS/SUGGESTED MAINTENANCE 16. Are mosquitoes evident? If so,please contact the Contra Costa County Vector Control. 17. Is the subsurface geogrid wall near the Wendt basin exposed? 18. Are there remedial/repair tasks that should be undertaken in the near future? 19. Is there any evidence or information received in the last 6 months to indicate problems with any drainage facility? 20. Any other items of note? "No" answers to Items 1-9 or"Yes" answers to Items 10-20 may require a corrective action. 4063.1.050.01 4633.1.007.01 May 10, 2005 EAIGEO INCORPORATED MONITORING REPORT FORM (Part II) GRAD Maintained Facilities DRAINAGE FACILITIES MAIN'T'ENANCE PROGRAM CORRECTIVE ACTIONS UNDERTAKEN(If none required,enter date and"none") DATE DEFICIENCY NOTED CORRECTIVE ACTION 4063.1.050.01 4633.1.007.01 May 10, 2005 EAIGEO INCORPORATED APPENDIX B Perpetual Conservation Easement Deed(Unrecorded) Alamo Creek, Shapell Industries and Wildlife Heritage Foundation 4063.1.050.01 May 10, 2005 Revised May 24, 2005 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: Sheppard, Mullin, Richter&Hampton LLP Four Embarcadero Center, 17th Floor San Francisco, CA 94111-4106 Attn: Robert J. Uram, Esq. THIS SPACE ABOVE FOR RECORDER'S USE PERPETUAL CONSERVATION EASEMENT DEED 9 (Including Third Party Beneficiaries) THIS PERPETUAL CONSERVATION EASEMENT DEED (this "Easement Agreement") is entered into as of this day of P 2004, by Shapell Industries, Inc. a Delaware corporation ("GRANTOR"), in favor of Wildlife Heritage Foundation, a California non-profit corporation ("GRANTEE"). RECITALS A. GRANTOR is the sole owner in fee simple of certain real property located in Contra Costa County, California, consisting of approximately 505 acres, more particularly described on Exhibit A attached hereto and incorporated herein by this reference (the "Property"); X___ B. GRANTOR wishes to establish on approximately 269 acres of the Property a natural resources conservation area; C. In furtherance of that objective, GRANTOR desires to convey to GRANTEE a present easement over approximately 199 acres of the Property more particularly described on Exhibit B attached hereto and incorporated herein by this reference, and to amend this Easement Agreement in the future to add an additional approximately 70 acres at such time or times as the final boundaries of the conservation area are established. The easement area is hereinafter referred to as the "Protected a Property",, D. GRANTEE is authorized to hold conservation easements pursuant to got" California Civil Code Section 815.3. Specifically, GRANTEE is a "qualified organization" within the meaning of Section 170(h) of the Internal Revenue Code of 1986, as amended(the "Code"), and is also a tax-exempt nonprofit organization under Section 501(c)(3) of the Code. GRANTEE is qualified to do business in the State of California and has as its primary purpose the preservation of land in its natural, scenic, forested or open-space condition or use; W02-SF:5KK\61404528.4 E. The California Department of Fish and Game ("CDFG") is a public entity formed under the laws of the State of California, has jurisdiction pursuant to California Section 1802 of the Fish and Game Code over the conservation, protection and management of fish, wildlife, native plants and the habitat necessary for biologically sustainable populations of those species, and is authorized to issue a Lake or Streambed Alteration Agreement pursuant to Section 1602 of the California Fish and Game Code. The United States Fish and Wildlife Service ("USFWS"), an agency within the United States Department of the Interior, is authorized by Federal law to administer the Federal Endangered,Species Act and other laws and regulations. The California Regional Water Quality Control Board in the San Francisco Bay Region("RWQCB"), an agency within the California Environmental Protection Agency, is authorized to regulate the discharge of fill and dredged materials pursuant to Section 401 of the Clean Water Act and the Porter-Cologne Water Quality Control Act. The CDFG, USFWS, and RWQCB are hereinafter referred to collectively as the "Agencies"; F. The Protected Property possesses significant ecological and habitat values that benefit threatened, endangered and rare species (collectively, "Conservation Values"). These species and their habitats are of aesthetic, ecological, educational, historical and scientific value to the United States, the State of California and their people. The Protected Property contains open grassland, creeks, ponds and drainages and provides quality habitat for the California red-legged frog, San Joaquin kit fox and other species of plants and wildlife which GRANTOR and GRANTEE desire to conserve and protect pursuant to the Alamo Creek Mitigation and Monitoring Plan (LSA Associates, Inc. April 3, 2003 (revise date when updated)) ("MMP"), and the Alamo Creek Resource Management Plan(LSA Associates, Inc. , 2004) ("RMP"), as each may be amended from time to time. The terms of the MMP and RMP are hereby incorporated into this Easement Agreement as if fully set forth herein and are hereinafter referred to collectively as the "Management Plan"o G. This Easement Agreement provides mitigation pursuant to Army Corps of Engineers Permit No. ; California Department of Fish and Game 1602 Agreement, Notification No. ; California Regional Water Quality Control Board Order No. R2-2004-0035; and the USFWS's Federal Endangered Species Act Biological Opinion, dated ("Biological Opinion") (hereinafter referred to collectively as the "Permits"), and is being conveyed in order to enable GRANTOR to undertake its planned residential development on the balance of the Property ("the Project") for certain impacts of development of the Alamo Creek project located in the County of Contra Costa, State of California; H. GRANTOR intends,, upon completion of each phase of the Project,to convey fee title in the Protected Property for the completed phase to the Wendt Ranch Geological Hazard Abatement District or to any other public entity approved by USFWS (hereinafter referred to as the "GRAD"), which will assume all of GRANTOR!s W02-SF:5KKW 1404528.4 -2- obligations hereunder and such other obligations as may be agreed between the GRAD and GRANTEE; I. GRANTOR and GRANTEE intend that the perpetual management and maintenance of the Conservation Values of the Protected Property will be funded through 0 an endowment funded by GRANTOR pursuant to the terms of the Management Plan and this Easement Agreement; and L GRANTEE agrees by accepting this grant to honor the intentions of GRANTOR stated herein and to conserve and protect in perpetuity the Conservation Values of the Protected Property in accordance with the terms of this Easement Agreement. Covenants, Terms. Conditions, and Restrictions In consideration of the above recitals and the covenants, terms, conditions, and restrictions contained herein, and pursuant to the laws of California, including without limitation California Civil Code section 815 et seq., GRANTOR hereby voluntarily grants and conveys to GRANTEE a perpetual conservation easement over the Protected Property of the nature and character and to the extent hereinafter set forth. I's PURPOSE It is the purpose of this Easement Agreement to assure that the Protected Property will be retained forever in an open space condition and to prevent any use of the Protected Property that will impair or interfere with the Conservation Values of the Protected Property. GRANTOR intends that the easement granted herein: (i)will assure that the Protected Property will be used only for such activities as are consistent with the conservation purposes of this Easement Agreement; and (ii)will be implemented consistently with the Management Plan and the terms of this Easement Agreement. 2. RIGHTS OF GRANTEE To accomplish the purpose of this Easement Agreement, GRANTOR hereby grants and conveys the following rights to GRANTEE: a. To conserve and protect the Conservation Values of the Protected Property in a manner consistent with this Easement Agreement; b. To enter upon and traverse the Protected Property at all reasonable times, subject to the approval of the property owner,which shall not be unreasonably withheld, to monitor compliance with and otherwise enforce the terms of this Easement Agreement and to perform all of GR.ANTEE's obligations and duties set forth herein; provided, that such entry shall not unreasonably impair or interfere with W02-SF:5KK\61404528.4 '3' GRANTOR's authorized use and quiet enjoyment of the Protected Property or unreasonably disturb natural resources on the Protected Property; Ce Subject to the exceptions contained in Paragraph 5 herein, to prevent any activity on or use of the Protected Property that is inconsistent with the conservation purposes of this Easement Agreement, and to undertake or require the responsible party to undertake the restoration of such areas or features of the Protected Property that may be damaged by any act, failure to act or use that is inconsistent with the purposes of this Easement Agreement; and d. To utilize all mineral, air,water and groundwater resources required to protect and to sustain the biological resources of the Protected Property in accordance with the terms of this Easement Agreement. 3. PROHIBITED USES, Subject to the provisions of Paragraph 4 and the exceptions contained in Paragraph 5 herein, any activity on or use of the Protected Property inconsistent with the conservation purposes of this Easement Agreement is prohibited., Subject to the exceptions in Paragraph 5, and without limiting the generality of the foregoing, GRANTOR, its personal representatives, successors, assigns, agents and lessees are expressly prohibited from doing any of the following on Protected Property: a. leveling, grading, landscaping, cultivating, or making any other alterations of existing topography for any purposes, including the exploration for, or development of, mineral resources, other than as required to comply with the terms of the Permits, to complete construction of the Project in accordance with the Permits and the Management Plan (including the Landscape Management Plan), to maintain the flood control and water quality improvements on the Protected Property, or to permit the GRAD to carry out the duties enumerated in Paragraph 6.c; b. placing any new structures on the Protected Property, including buildings, signs and billboards, other than trail and other signage allowed by the Permits and described in the Management Plan; ce discharging, dumping, burning, or storing of soils, rubbish, garbage, grass clippings, dredge material, bio-,solids, household chemicals, or any other wastes or fill materials within the Protected Property; d. building of any new roads or trails within the Protected Property, except the building of fire roads or any other road or trail provided for in the Management Plan; e. the killing, removal, alteration, or replacement of any existing native vegetation, except as authorized under the Permits and the Management Plan; W02-SF:5KK\61404528A -440 f. undertaking any activities that may detrimentally alter the hydrology of the Protected Property and the associated watersheds, including but not limited to excessive pumping of groundwater, manipulation or blockage of natural drainages, inappropriate or unseasonal water applications or placement of storm water drains, diverting water onto the Protected Property and away from neighboring properties, etc., except as authorized under the Permits and the Management Plan; g. utilizing incompatible fire protection activities; h. using pesticides, herbicides, or rodenticides on the Protected Property or within the watershed that can contaminate the Protected Property except as authorized under the Permits and the Management Plan; io introducing any exotic species, including aquatic species; or 0 j. granting access to the land to any third party for off-road vehicle use, other than by the grazing tenant over those portions of the Protected Property subject to the grazing lease and by the Contra Costa County Sheriffs Department, the San Ramon Valley Fire Protection District, or other governmental entities in the performance Y of their duties. 4. DUTIES OF FEE OWNER GRANTOR and its successor owners of fee title to the Protected Property shall undertake all reasonable actions to prevent the unlawful entry and trespass by persons whose activities may degrade or harm the Conservation Values of the Protected Property and, subject to the obligations of GRANTEE or GRANTEE's successors as set forth in Paragraph 6(b) and elsewhere in this Easement Agreement, shall be responsible to carry out the terms of the Management Plan, including without limitation those duties set forth in Paragraph 6(a)below, and otherwise to own, operate and maintain the + Protected Property. In addition, GRANTOR shall undertake all necessary actions to perfect GRANTEE's rights under Paragraph 2 of this Easement Agreement, including, but not limited to, GRANTEE's water rights. 5. RIGHTS RESERVED TO FEE OWNER GRANTOR reserves to itself, and to its personal representatives,heirs, successors, assigns, agents and lessees, all rights accruing from its ownership of the Protected Property, including but not limited to: (i)the right to engage in or invite others to engage in activity on or use of the Protected Property for the purpose of construction and maintenance of the Project and the flood control drainage and water quality improvements on the Protected Property in accordance with the Permits including, without limitation, grading, construction, restoration, improvement and maintenance of bioretention facilities, water quality ponds, water tanks, paved roads associated with water tanks, overhead and underground utilities, trails, storm drains, pump stations, creek 4 W02-SF:5KKW 1404528 A -5- im rovements, brid es, other im. rovements, geologic stability remediation and repair, il,%'is � ....."rP.� :,`�.� ..�: �,.�... ��� , �.: � �,� _� � and any other activity allowed or required under the Management Plan; (ii)construction and maintenance of pedestrian or vehicular bridges and related improvements; (iii)the right to engage in or invite others to engage in activity on or use of the Protected Property for the purpose of complying with the requirements of any governmental permits or authorizations including, but not limited to, the Permits and any other permits granted pursuant to the Federal Endangered Species Act, the California Endangered Species Act, Section 404 of the Clean Water Act, 33 U.S.C. § 1344, the Porter-Cologne Act, including Section 13623 of the California Water Code, or Section 1602 of the California Fish and Game Code; (iv)the right to grant the GRAD access to the Protected Property for the purpose of conducting prevention, mitigation, abatement and control of geologic hazards, as defined in the Plan of Control described in Paragraph 6.c; (v)the right to engage in or invite local governmental entities or utility companies or their agents, including but not limited to Contra Costa County, the Contra Costa County Flood Control and Water Conservation District, San Ramon Valley Fire Protection District, the Contra Costa Mosquito Abatement District, the Central Contra Costa County Sanitary District, EBMUD, Alamo Creek Homeowners'Association, and Pacific Gas &Electric Company to undertake maintenance or management activities on the Protected Property which are consistent with the Management Plan or other approvals and requirements, such as the maintenance of fire trails and fuel modification zones; (vi)the right to convey its fee simple interest in the Protected Property, in whole or in part, to the GHAD; (vii)the rights to all existing easements and rights-of-way over the Protected Property and to grant future non- exclusive easements over the Protected Property which are not inconsistent with the terms and conservation purposes of this Easement Agreement; (viii) the right to grant all development rights with respect to the Protected Property, subject to the terms of this Easement Agreement, to the County of Contra Costa or the GRAD; and (ix.)the right to - engage in,permit or invite others to engage in all uses of the Protected Property that are not expressly prohibited herein and are not inconsistent with the conservation purposes of the easement granted herein, including any activities that are needed to serve the Project. 6. CONSERVATION MANAGEMENT RESPONSIBILITIES GRANTOR and GRANTEE agree that responsibility for management of the Protected Property., including without limitation completion of the initial improvements required by the Management Plan and ongoing monitoring and maintenance of the Conservation Values shall be shared as follows: a. Fee Owner ObliLyations. GRANTOR or its successor owner of fee title to the Protected Property shall be responsible for the following activities: (1) Taxes. GRANTOR shall pay all real property taxes, storm water/clean water fees and taxes and other assessments levied against portions of the Protected Property not yet conveyed in fee to the GRAD. Any assessments levied _ W02-SF:5KK\61404528.4 -()- against the Protected Property or any portion thereof owned by the GRAD or other successor owner shall be paid by such owner. (2) Open Space Desi ation. GRANTOR shall take all reasonable steps to enable the Protected Property to receive any designation required under applicable County of Contra Costa ordinances to set aside the Protected Property as open space or its equivalent, including conveyance of a scenic easement over the Protected Property to Contra Costa County. (3) Mechanics Liens. GRANTOR shall take all reasonable.steps to maintain all portions of the Protected Property not yet conveyed to the GRAD free and clear of any mechanics liens. GRANTEE shall be responsible for maintaining all portions of the Protected Property conveyed to the GRAD free and clear of mechanics liens. (4) Mitigation. GRANTOR shall conduct or cause to be conducted all habitat mitigation and enhancement activities required and shall perform or cause to be performed all mitigation monitoring required under the terms of the Permits, as provided more particularly in the Management Plan, until such time as the success criteria set forth in the Management Plan have been met for the applicable portion of the Protected Property. (5) Trail Construction and Sign Installation. GRANTOR shall construct or cause to be constructed the trails, including.without limitation all necessary access, boundary and environmental mitigation area signs, described in the Management Plan. The GRAD shall thereafter be responsible, at its own cost, for maintaining all such trails and related fences, gates, bollards, trail signs and other support facilities and GRANTEE shall be responsible for maintaining all other signage in accordance with Paragraph 6.b.1 below. (6) Trash Removal. GRANTOR shall provide for the removal of any trash and debris existing on the Protected Property within three months following the date of execution of this Easement Agreement and shall provide for the ongoing removal of all trash and debris on a periodic basis thereafter until such time as GRANTEE becomes responsible for the maintenance and monitoring of the applicable portion of the Protected Property. b. Easement Holder Obligations. GRANTEE or its successor shall be responsible for all maintenance and monitoring of the Protected Property required under the terms of the Management Plan commencing,with respect to each phase of the Project, on the date the success criteria for such phase have been achieved as defined in the Permits or such earlier date as the Protected Property, or portion thereof, is transferred to the GRAD. GRANTEE's duties include,without limitation,the following: W02•SF:5KKW 1404528.4 -7 - (1) Sign Installation and Maintenance. GRANTEE shall maintain all necessary access, boundary and environmental mitigation area signs required by the Management Plan or otherwise appropriate to protect the Conservation Values of the Protected Property, including without limitation signage identifying the boundaries of the Protected Property, permitted access points and the location of public trails. (2) Patrolling. GRANTEE shall use all reasonable methods within its control to prevent unwarranted trespass on or illegal use of the Protected Property and otherwise to assure that no activities prohibited by the terms of this Easement Agreement are conducted on the Protected Property. (3) Community Outreach. GRANTEE shall provide outreach to neighboring landowners, including residents of the Project, to increase understanding and appreciation of the Conservation Values of the Protected Property. Community outreach shall begin within 30 days following the first transfer of a portion of the Protected Property to the GRAD. (4) Reporting and Plan Preparation. GRANTEE shall submit annual reports on or before the fifteenth(15th) day of December of each year to the USFWS, the United States Army Corps of Engineers (the "CORPS"), CDFG and RWQCB as outlined in the Management Plan. GRANTOR or its successor owner of the Protected Property shall have the right to review and comment upon such annual reports thirty days prior to their submission to the above mentioned agencies and shall have the right to require GRANTEE to prepare such additional reports related to the Management Plan as the then owner of the Protected Property deems reasonably necessary. (5) Accounting. GRANTEE shall maintain an accounting, using generally accepted accounting principles, of all funds received and expended for management and monitoring of the Protected Property. GRAN E's books and records shall be audited annually by a qualified certified public accountant, at GRANTEE's expense. A copy of the annual audit shall be provided promptly to GRANTOR or the successor owner of fee title to the Protected Property. GRANTEE shall also make its books and records and the results of the audit available to all interested governmental agencies and the general public. (6) Coordination. Until such time as GRANTOR has conveyed fee title to all of the Protected Property to the GRAD, GRANTOR and GRANTEE shall meet annually to coordinate activities on the Protected Property, including but not limited to sharing of any joint responsibilities, responding to environmental impacts to the Protected Property, controlling use of the Protected Property by the public, complying with the requirements of the Permits and such other matters as may affect the management and protection of the Conservation Values of the Protected Property. GRANTOR and GRANTEE shall also consult with Contra Costa County, and the Agencies as appropriate. W02-SF:5KK\61404528.4 -8 - (7) Administration. GRANTEE shall be responsible for maintaining such offices and staffing,purchasing such equipment and hiring such contractors as may be needed to cant' out its responsibilities under the terms of this Easement Agreement. (8) Grazing Management. GRANTEE shall coordinate the grazing management guidelines described in the Management Plan with the GRAD and any grazing tenant or tenants on the Protected Property. In particular, GRANTEE shall review and provide comments to the GRAD on the terms of any cattle grazing lease, shall advise the GHAD and the grazing tenant on range management issues, shall coordinate grassland monitoring with the grazing tenant and shall prepare annual reports to the GRAD recommending modifications of the grazing plan and adjustment of the F grazing season to maximize the objectives of the grazing program set forth in the Management Plan. GRANTEE shall allow the reasonable placement by the grazing tenant of new water troughs on the grazing areas of the Protected Property to replace those lost to development and to keep cattle out of preserved and created wetland features. (9) Trail and Fence Maintenance. GRANTEE shall regularly inspect all trails and trail support facilities on the Protected Property and shall coordinate with the GRAD maintenance of all fences, gates, bollards and support facilities pertaining to the trail system. (10) Perpetual Monitoring. GRANTEE shall conduct all perpetual monitoring activities specified in the Management Plan in accordance with guidelines prepared by the Agencies. In addition, GRANTEE shall conduct such other surveys as may be appropriate to assist it in managing the Protected Property. (11) Trail Use Enforcement. GRANTEE shall enforce all restrictions on the use of the Protected Property by the public. Public use is generally limited to hiking or bicycling on designated trails, including open space trails detailed in the Management Plan. Limited equestrian use shall be allowed on the trails. No wheeled vehicle use other than bicycles and wheelchairs shall be allowed on the Protected Property for recreation by the public. GRANTEE shall report violations of appropriate trail use to the GRANTOR for enforcement action. (12) Trash Removal. GRANTEE shall perform all required general maintenance activities, including trash and debris removal. (13) Geologic Hazard Prevention and Flood Control Coordination. GRANTEE shall cooperate and shall coordinate its monitoring and maintenance activities with the geologic hazard prevention and control activities of the GHAD and the flood control and water quality management activities of Contra Costa County and other responsible governmental agencies. W02-SF:SKKW 1404528.4 -9- c. GRAD Obliaations. GRANTOR and GRANTEE acknowledge that the GRAD has been formed for the purpose of funding and assuming go responsibility for certain maintenance activities pertaining to the Protected Property in accordance with the approved Plan of Control for Alamo Creek, subject to the oversight, as may be legally required, of the Agencies, which responsibilities may include: (1) Drainage Improvements Maintenance. Maintenance of drainage improvements on the Protected Property, such as the concrete V-ditches. (2) Drain Outlet Maintenance. Maintenance of the storm and sub-drain outlets, including removal of brush and debris. (3) Geological Hazards Response. Prevention, mitigation, abatement and control of potential geological hazards, such as landslides and erosion, within the Protected Property. (4) Firebreaks, Fence and Trail Repair. Clearing of firebreaks in coordination with the San Ramon Valley Fire Protection District requirements and other applicable laws (other than fuel modification zones adjacent to residential lots which are the responsibility of the Alamo Creek Homeowners' Association), repairing of fences and other trail support facilities and monitoring of the use of the Protected Property by the public. (5) Creek Monitoring and Maintenance. Repair of creek bank failures causing damage to or threatening to cause damage to site improvements, including buildings, utilities, roads and trails. 7. FUNDING It is intended that, following transfer of the Protected Property to the GRAD, all maintenance and monitoring activities required by the Management Plan and this Easement Agreement will be paid for by anon-wasting endowment account to be established by GRANTOR(the "Endowment"). GRANTEE will be responsible for maintaining and managing the Endowment and shall be entitled to use all interest generated by the Endowment to support its monitoring and management obligations with respect to the Protected Property. GRANTOR shall have no obligation to fund any of the maintenance and monitoring activities required hereunder upon making the required contributions to the Endowment and transferring fee title to the Protected Property tothe GRAD. GRANTEE acknowledges that the Endowment is sufficient to carry out its obligations hereunder. The Endowment will be funded in stages tied to construction activity for each phase of the Project. The fust quarter of the Endowment for each phase shall be funded within ninety (90) days after execution of the final agreement for the long-term management of the Protected Property;the second quarter of the Endowment shall be W02-SF:5KKW 1404528.4 -10- funded prior to completion of the two-hundreth(200'h) unit of the Project; the third quarter of the Endowment shall be funded prior to completion of the fourmhundreth (400 ') unit of the Project; and the final quarter of the Endowment shall be funded prior to completion of the six-hundreth(600 ') unit of the Project. GRANTEE acknowledges that GRANTOR will deposit with GRANTEE the sum of for the first quarter of the Endowment, which funds GRANTEE holds in a segregated account(the "Endowment Account"). GRANTEE shall invest funds in the Endowment Account in a manner that conserves and/or maximizes the principal. 8. REMEDIES GRANTOR and GRANTEE may each communicate, at any time in writing or verbally, with the others about any concerns or suggestions any of the foregoing parties may have regarding the administration of lands subject to this Easement Agreement and shall work cooperatively to address such concerns and suggestions. If GRANTOR, GRANTEE, or any other party having rights to enforce the terms of this Easement Agreement determines that there is a violation of the terms of this EASEMENT or that a violation is threatened, such party shall give written notice to GRANTOR and GRANTEE of the violation and demand corrective action by the responsible party sufficient to cure the violation and, where the violation involves injury to the Protected Property resulting from any use or activity inconsistent with the purpose of the easement granted herein, to restore, in accordance with the Management Plan, the portion of the Protected Property so injured. Each of the parties to this Easement Agreement shall be responsible for repairing any damage to the Conservation Values or otherwise to the Protected Property caused by the entry or activities on the Protected Property by such party or its agents or representatives. If the responsible party fails to cure a violation withisixty (60) days after receipt of written notice thereof from any other party, or, under circumstances where the violation cannot reasonably be cured within a sixty (60) day period, fails to continue diligently to cure such violation until finally cured, the aggrieved party may bring an action at law or in equity in a court of competent jurisdiction to enforce the terms of this Easement Agreement, to enjoin the violation, ex parte as necessary,by temporary or permanent injunction, to recover any damages to which it may be entitled for violation of the terms of this Easement Agreement or injury to the Conservation Values protected by this Easement Agreement, including damages for the loss of aesthetic, ecological, educational, historical, recreational or scientific values, and to require the restoration of the Protected Property pursuant to the Management Plan to the condition that existed prior to any such injury. If a party, in its good faith and reasonable discretion, determines that circumstances require immediate action to prevent or mitigate significant damage to the Conservation Values of the Protected Property, such party may pursue its remedies under this paragraph without waiting for the period provided for the cure to expire, provided that at least twenty-four(24)hours notice is provided to the defaulting party. Each party's rights under this paragraph apply equally in the event of either actual or threatened W02-SF:5KK\61404528.4 -1 1- violations of the terms of this Easement Agreement, and each party agrees that the other party's remedies at law for any violation of the terms of this Easement Agreement are inadequate and that such party shall be entitled to the injunctive relief described in this paragraph,both prohibitive and mandatory, in addition to such other relief to which such party may be entitled, including specific performance of the terms of this Easement Agreement,without the necessity of proving either actual damages or the inadequacy of otherwise available legal remedies. Each party's remedies described in this paragraph shall be cumulative and shall be in addition to all remedies now or hereafter existing at law or in equity. Furthermore, the provisions of California Civil Code section 815 et seg., are incorporated herein by this reference and this Easement Agreement is made subject to all of the rights and remedies set forth therein. If at any time in the future GRANTOR or GRANTEE or any subsequent transferee or assignee uses or threatens to use the Protected Property for purposes not in conformance with the provisions of this Easement Agreement, or releases or abandons this Easement Agreement in whole or in part, notwithstanding California Civil Code section 815 et sec., the California Attorney General, or any entity or individual with a justiciable interest in the preservation of the easement granted herein, shall have standing as interested parties in any proceeding affecting this Easement Agreement. a. Costs of Enforcement. All reasonable costs incurred by either party,where it is the prevailing party, in enforcing the terms of this Easement Agreement, including without limitation costs of suit and attorneys' and experts' fees, and any costs of restoration necessitated by a violation of the terms of this Easement Agreement shall be borne by the defaulting party. b. Parties' Discretion. Enforcement of the terms of this Easement Agreement shall be at the discretion of the respective parties, and any forbearance by any party to exercise their rights under this Easement Agreement shall not be deemed or construed to be a waiver by such party of such term or of any subsequent breach of the same or any other term of this Easement Agreement or of any of their rights under this-Easement Agreement. No delay or omission by any party in the exercise of any right or remedy upon any breach by another party shall impair such right or remedy or be construed as a waiver. c. Acts Beyond Parties' Control. Nothing contained in this Easement Agreement shall be construed to entitle any party to bring any action against GRANTOR or GRANTEE for any injury to or change in the Protected Property resulting from causes beyond their control, including, without limitation, fire, drought, flood, storm, and earth movement or any prudent action taken by GRANTOR or GRANTEE under emergency conditions to prevent, abate or mitigate significant injury to the Protected Property resulting from such causes. W02-SF:5KK\61404528A -12- 9. ACCESS GRANTEE, its successors, assigns, agents, invitees and licensees shall have anon-exclusive right to access the Protected Property at all times in a manner consistent with the terms of this Easement Agreement, but the terms hereof shall not be construed to convey a general right of access to the public to any portions of the Protected Property. 10. INDEMNITY a. GRANTOR and any successor owner of Protected Property shall hold harmless, indemnify, and defend GRANTEE and its members, directors,, officers, employees, agents and contractors and the heirs, personal representatives, successors, and assigns of each of them (collectively "Grantee Indemnified Parties") from and against all liabilities,penalties, costs, losses, damages, expense, causes of action, claims, demands, or judgments, including without limitation, reasonable attorneys' fees, arising from or in any way connected with: (1) injury to or the death of any person, or physical damage to any portion of the Protected Property, resulting from any act, omission, condition or other matter occurring on the Protected Property, unless caused by the acts or omissions of any of the Grantee Indemnified Parties; and (2) the existence or administration of this Easement Agreement, unless caused by the acts or omissions of any of the Grantee Indemnified Parties. b. GRANTEE or its successor shall hold harmless, indemnify, and defend GRANTOR and its members, directors, officers, employees, agents and contractors and the heirs, personal representatives, successors, and assigns of each of them (collectively "Grantor Indemnified Parties") from and against all liabilities, penalties, costs, losses, damages, expense, causes of action, claims, demands, or judgments, including without limitation, reasonable attorneys' fees, arising from or in any way connected with any activities of the Grantee Indemnified parties., or any of them, on the Protected Property or otherwise pertaining to GRAN E's administration of this Easement Agreement, unless caused by the acts or omissions of any of the Grantor Indemnified Parties. 1 1. INSURANCE GRANTEE or its successor shall maintain the following insurance coverages: a. 'Workers Compensation. Coverage A-statutory benefits and Coverage B-employer's liability, bodily injury, disease-$1 million each accident, each employee and policy limit; W02-SF:5KK\61404528A -13 - 7 b. Commercial Auto Liability. Auto liability limits of not less than $1 million each accident, combined bodily injury and property covering owned, hired, and non-owned vehicles; and CID Commercial General Liability. Coverage at least as broad as ISO form CGOOO 11093., insuring against claims for bodily injury (including death), property damage and personal injury liability occurring on the Protected Property or operations incidental or necessary thereto., such insurance to afford protection in an amount not less than $2 million for each occurrence. The foregoing insurance shall name the owner of the Protected Property as an additional insured. GRANTEE or its successor shall provide a certificate of insurance or other satisfactory evidence of such coverage annually to GRANTOR or the successor owner of the Protected Property. 12. MODIFICATION This Easement Agreement shall remain in full force and effect, except as it may be modified by written agreement of the GRANTOR and the GRANTEE,with the written consent of USFWS, which written agreement shall be recorded pursuant to Paragraph 18 below. Notwithstanding the foregoing, GRANTOR and GRANTEE may amend this Easement Agreement, without obtaining the prior approval of USFWS, solely to revise the acreage to the Protected Property encumbered by the terms of this Easement Agreement as final maps for each phase of the Project are recorded and the boundaries of the conservation area are established with certainty. 13. CONDEMNATION The habitat conservation purposes described herein are presumed to be the best and most necessary public use as defined at California Code of Civil Procedure section 1240.680, notwithstanding California Code of Civil Procedure sections 1240.690 and 1240.700. 14. ASSIGNMENT BY GRANTEE The rights and obligations of GRANTEE hereunder are transferable, provided GRANTEE gives GRANTOR, and USFWS at least thirty(30) days'prior written notice of the intended transfer. Such transfer may be made only to an organization that is: 1) approved by USFWS; 2) a public agency or a qualified organization at the time of transfer under section 170(h) of the Internal Revenue Code of 1954, as amended (or any successor provision then applicable), and the applicable regulations promulgated thereunder; and 3) authorized to acquire and hold conservation easements under California Civil Code section 815.3 (or any successor provision then applicable). As a condition of such assignment or transfer,the assignee or transferee shall agree in writing that the conservation purposes this grant is intended to advance W02-SF:5KKW 1404528.4 -14 - shall continue to be fulfilled and that the Management Plan will be followed. Notice of such assignment shall be recorded in the Official Records of Contra Costa County, California. In the event of the termination of GRANTEE's existence, or in the event GRANTEE fails to carry out its duties hereunder to the satisfaction of USFVVS, USFWS shall retain a power of appointment, subject to the approval of GRANTOR or its successor, which approval shall not fire unreasonably withheld., to assign the rights and obligations of GRANTEE to an organization that satisfies the requirements of California Civil Code § 815.3 (or any successor provision then applicable). 15. SUBSEQUENT TRANSFERS BY GRANTOR a. GRANTOR agrees to incorporate the terms of this Easement Agreement in any deed or other legal instrument by which GRANTOR divests itself of any interest in all or a portion of the Protected Property, including, without limitation, a leasehold interest. GRANTOR further agrees to give written notice to GRANTEE at least fifteen (15) days prior to the date of any transfer of any interest in all or a portion of the Protected Property, except as provided for in subparagraph (b) below. The failure of GRANTOR or GRANTEE to perform any act required or permitted by this paragraph shall not impair the validity of this Easement Agreement or limit its enforceability in any way. b. GRANTEE acknowledges that GRANTOR intends to transfer its fee interest in the-Protected Property to the GRAD upon completion of the improvements and achievement of the monitoring benchmarks described in the Management Plan. GRANTEE further acknowledges that the transfer of the Protected Property may occur in phases as the monitoring benchmarks for each phase of the Project are achieved. GRANTOR agrees to give written notice to GRANTEE at least sixty (60) days prior to the date of any transfer of any phase during the initial transfer of the Protected Property. GRANTOR shall be released automatically from any and all obligations under this Easement Agreement pertaining to the portion of the Protected Property transferred upon recordation of the transfer instrument and thereafter shall have the status of an intended third party beneficiary with the rights provided in Paragraph 8 to enforce the provisions of this Easement Agreement against any successor GRANTOR. 16, ESTOPPEL CERTIFICATES Within fifteen(15) days of any written request by GRANTOR, GRANTEE shall execute and deliver to GRANTOR any document, including an estoppel certificate, requested by GRANTOR which certifies GR.ANTOR's compliance with any obligation of GRANTOR contained in this Easement Agreement. W02-SF:5KK\61404528.4 17. NOTICES Any notice, demand, request, consent, approval, or communication that the parties desire or is required to give to the others shall be in writing and either served personally or sent by recognized overnight courier that guarantees next-day delivery or first class mail, postage prepaid, addressed as follows: To GRANTOR: Shapell Industries of Northern.California, Inc. 100 N. Milpitas Boulevard Milpitas, CA 95036 Atte: Chris Truebridge, Division Manager with a copy to: Robert J. Uram Sheppard, Mullin, Richter& Hampton LLP 4 Embarcadero Center, 17th Floor San Francisco, CA 94111 To GRANTEE: Wildlife Heritage Foundation P.O. Box 1066 Lincoln, CA 95692 Attn.: Riley Swift Facsimile: (530) 633-4911 To USFWS: United States Fish & Wildlife Service 2800 Cottage Way, Room W-2605 Sacramento, CA 95825 Attn: Chief, Endangered Species Division Facsimile: (916)414-6713 or to such other address or the attention of such other officer, from time to time, as any party shall designate by written notice to the others. Notices shall be deemed effective upon delivery in the case of personal delivery or delivery by overnight courier or, in the ` case of delivery by first class mail, 5 days after deposit into the U.S. mail. 18. RECORDATION GRANTOR shall submit an original, signed and notarized Easement Agreement to GRANTEE for signature and, upon execution by GRANTEE, shall promptly record this instrument in the Official Records of the County of Contra Costa, California. 19. GENERAL PROVISIONS a. Controlling Law. The interpretation and performance of this Easement Agreement shall be governed by the laws of the State of California,the Federal W02-SF:5KK\61404528.4 46 - Endangered Species Act, and other applicable Federal laws. Notwithstanding references to laws as they exist on the date of this Easement Agreement, any law shall be applied as it exists on the date of the event that raises an issue under that law. b. Construction. Any general rule of construction to the contrary notwithstanding,this Easement Agreement shall be liberally construed to effect the conservation purposes stated herein and the policy and purpose of California Civil Code section 815 et sec. If any provision in this instrument is found to be ambiguous, an interpretation consistent with the purposes of this Easement Agreement that would render the provision valid shall be favored over any interpretation that would render it invalid. CIO Severability. If a court of competent jurisdiction voids or invalidates on its face any provision of this Easement Agreement, such action shall not affect the remainder of this Easement Agreement. If a court of competent jurisdiction voids or invalidates the application of any provision of this Easement Agreement to a person or circumstances, such action shall not affect the application of the provision to other persons or circumstances. d., Entire Agreement. This instrument sets forth the entire agreement of the parties with respect to the conservation easement granted herein and supersedes all prior discussions, negotiations, understandings, or agreements relating to the Easement Agreement. e. No Forfeiture/Time of the Essence. Nothing contained herein will result in a forfeiture or reversion of GRANTOR's title in any respect. Time is of the essence in the performance of all the terms and conditions of this Easement Agreement. fe Successors. The covenants, terms, conditions, and restrictions of this Easement Agreement shall be binding upon, and inure to the benefit of, the parties hereto and their respective personal representatives, heirs, successors, and assigns and shall constitute a servitude running in perpetuity with the Protected Property. ge Captions. The captions in this instrument have been inserted solely for convenience of reference and are not a part of this instrument and shall have no effect upon construction or interpretation. h. Counterparts. The parties may execute this instrument in two or more counterparts, which shall, in the aggregate, be signed by both parties; each counterpart shall be deemed an original instrument as against any party who has signed it. In the event of any disparity between the counterparts produced,the recorded counterpart shall be controlling. i. Third-Party Beneficiaries. GRANTOR and GRANTEE acknowledge that, following transfer of fee title to the Protected Property to the GRAD, the original GRANTOR are third-party beneficiaries of this EASEMENT,with the right W02-SF:5KK\61404528.4 -17 - of access to the Protected Property and the right to enforce the terms and conditions of this Easement Agreement,, j. Termination of Rights and Obligations. A party's rights and obligations under this Easement Agreement shall terminate upon transfer of such party's interest in the easement granted herein or the Protected Property, except that liability for acts and omissions occurring prior to transfer shall survive transfer. IN WITNESS WHEREOF, GRANTOR and GRANTEE have entered into this Easement Agreement as of the day and year first above written. GRANTOR: Shapell Industries, Inc., a Delaware corporation By: Its: By: its: GRANTEE: Wildlife Heritage Foundation, a California non-profit corporation By: Its: Approved as to Form: United States Department of the Interior for the United States Fish and Wildlife Service By: Jim Monroe, Its: Assistant Regional Solicitor W02-SF:5KKW1404528.4 -i 8- State of California County of On , 2004 before me, a Notary Public in and for said State, personally appeared , personally known to me (or 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. WITNESS my hand and official seal. Signature (Seal) State of California ) County of On , 2004 before me, a Notary Public in and for said State, personally appeared personally known to me (or 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. WITNESS my hand and official seal. Signature (Seal) W02-SF:5KK\61404528.4 -19 - Exhibit A Legal Description of Property W02-SF:5KKW 1404528.4 A-1 Exhibit B Map of Protected Property W02-SF:5KK\61404528A B-1 EAIGEO INCORPORATED APPENDIX C Perpetual Conservation Easement Intervening Properties, Contra Costa Real Estate Investors and Wildlife Heritage Foundation 4063.1.050.01 May 10, 2005 Revised May 24, 2005 FIRST AMERICAN TITLE.COMPANY.HERE6Y CERTIFIES THAT THIIS A TRUE ND CORRECT COPY 0F THE ORIGINAL DOCUMENT RECORDING REQUESTED BY AND WHEN RECORDED AVAIL TO: Bta09 Ebbin Moser+ Skaggs LLP- QtnaD 550 Montgomery Street, Suite 900 ~' San Francisco, CA 94111 SERIES NO.: Attn: Shawn J. Zovod,Esq. This spice above for Recorder's use PERPETUAL CONSERVATION EASEMENT THIS PERPETUAL CONSERVATION EASEMENT DEED is made this 12th day of October,2004,by CONTRA COSTA REAL ESTATE INVESTORS, a California limited liability corporation and Danville Tassajara Partners, a Delaware limited liability company(jointly referred to herein as"Grantor',in favor of WILDLIFE HERITAGE f FOUNDATION11, a nonprofit California corporation("Grantee's. RECITALS A. Grantor is the owner in fee simple to certain real property located in the County of Contra Costa,State of California, generally known as the"Intervening Properties"' (``Grantor's Property"). B. Grantor desires to transfer to Grantee in accordance with the provisions of California Civil Code section 815 et sec.; a conservation easement over a portion of Grantor's Property, as depicted on and legally described in Exhibit"A"attached hereto (the "Protected Property"). C. This Conservation Easement Deed ("Easement")is being executed and delivered pursuant to the Biological Opinion for Intervening Properties Development(l- 1-02-F-0022) dated as of May 13,2003 and prepared by the United States Fish and Wildlife Service("USFWS")pursuant to Section 7 of the Federal Endangered Species Act{"ESA"}, and as authorized in a permit issued in connection with the development of the Intervening Properties project(the"Project")pursuant to Section 404 of the Clean Water Act(U.S.Army Corps of Engineers File No. 245285),water quality certification issued by the California Regional Water- QuaIity Control Board Central Coast Region ("RWQCB"), Lake or Streambed Alteration Agreement(Notification No. 1600-2404-279-3) issued by the California Department of Fish and Game("CDFG")pursuant to Section 1602 of the California Fish and Game Code(collectively,the"Conservation Instrument"),whereby conservation requirements maybe satisfied through establishment of a conservation easement on the Protected Property. The Protected Property provides ` oris capable or providing significant ecological and habitat values that benefit endangered, threatened, and other species(collectively,"Conservation Values"), as set forth in the Conservation Instrument,including the preservation of the San Joaquin kit fox and California red-legged frog. This Easement provides mitigation for the Project pursuant to the Conservation Instrument. D. The USFWS, an agency within the United States Department of the Interior., has jurisdiction over the conservation,protection.,restoration,and management of fish, wildlife, native plants, and the habitat necessary for biologically sustainable populations of these species within the United States pursuant to the Endangered Species Act, 16 U.S.C. §§]531,et seq. ("ESA"}, the Fish and Wildlife Coordination Act, 16 U.S.C. §§6-61-666c,the Fish and Wildlife Act of 1956, 16 U.S.C., §§742(f), et se and other provisions of Federal law. The CDFG is a public entity formed underthelaws of the State of California,has jurisdiction pursuant to California Section 1802 of the Fish and Game Code over the conservation,protection and management of fish, wildlife,native . plants and the habitat necessary for biologically sustainable populations of those-species, and is authorized to issue a Lake or Sfireambed Alteration Agreement pursuant to Section 1602 of the California Fish and Game Code. The RWQCB,an agency within the California Environmental Protection Agency, is autbori*zedto regulate the discharge of fill and dredged materials pursuant to Section 401 of the Clean Water Act and the Porter- Cologne Water Quality Control Act, G. Grantor 'intends to convey to Grantee the right to preserve,protect,,sustain, and enhance and/or restore the Conservation Values of the Protected Property in perpetuity. H. Grantee is authorized to bold conservation easements pursuant to California Civil Code §815.3 and,as relevant to tax--exempt non-profit organizations, §501(c)(3)of the Internal Revenue Code. E. The Protected Property will be maintained in accordance with the terms of this Easement and the management plan titled"Long-term Consolidated Management Plan for the Intervening Properties Conservation Areas, Danville, Contra Costa County, California,"a copy of which is attached hereto as Exhibit"B"and any future amendments thereto(the"Management Plan") and in a manner that assures that the uses will not impair the Conservation Values of the Protected Property in perpetuity. F. Grantee agrees by accepting this grant to honor the intentions of Grantor stated herein and to conserve and protect in perpetuity the Conservation Values of the Protected Property in accordance with the terms of this Easement and the Management Plan. G. Grantor intends, upon completion of the Project, to convey fee title in the Protected Property to the Wendt Ranch Geological Hazard Abatement District or to any other public entity approved by USFWS (the"GRAD"),which will assume all of Grantor's obligations hereunder and such other obligations as may be agreed between the GHAD and Grantee. -2- COVENANTS,TERMS,CONDITIONS,AND RESTRICTIONS In consideration of the above recitals and the mutual covenants, terms, conditions, and restrictions contained herein, and pursuant to the laws of California and California Civil Code section 815 et sed., Grantor hereby voluntarily grants and conveys to Grantee a perpetual conservation easement over the Protected Property of tbe'nature and character and to the extent hereinafter set forth. I. PURPOSE: Itis the purpose of this Easement to assure that the.,Protected Property will be preserved as finally established pursuant to the Management Plan, and to prevent any use of the Protected Property that will impair or interfere with the Conservation Values of the Protected Property. Grantor intends that this Easement will be implemented in accordance with the Management Plan to assure that the Protected Property will be used for such activities as are consistent with the purpose of this Easement. lm 2. RIGHTS OF GRANTEE: To accomplish the purpose of this Easement, UUK; following rights are conveyed to Grantee: (a)To conserve, protect,restore,and enhance the Protected Property in a manner consistent with this Easement and the Management Plan, (b) To enter upon and traverse the Protected Property at all reasonable times, '8 i * subject to the approval of the property owner,which shall not be unreasonably withheld, to monitor compliance with and to otherwise enforcethe terms of this Easement and to perform all of Grantee's obligations and duties set forth herein; provided that such entry shall not unreasonably interfere with Grantor's authorized use and quiet enjoyment of the Property. (c) Subject to the exceptions contained in Paragraph 5 herein, to enjoin or prevent any activity on or use of the Protected Property that is inconsistent with the purpose of this Easement and to require the restoration of such areas or features of the Protected Property that may be damaged by any inconsistent activity or use. (d) In exercising these rights Grantee shall have access to the Protected Property over legally dedicated public.*rights-of-way within Grantor's Property. (e) All mineral, -air and water rights necessary to preserve,protect and sustain the biological resources and Conservation Values of the Protected Property,unless specifically excluded from this Easement, including Grantor's right,title and interest in and to any waters consisting of: (a) any riparian water rights appurtenant to the Protected Property; (b) any appropriative water rights held by Grantor to the extent those rights are appurtenant to the Protected Property; (c) any waters,the rights to which are secured under contract between the Grantor and any irrigation or water district, to the extent such waters are customarily applied to the Protected Property; and(d) any water from wells that are in existence or may be constructed in the future on-the Protected Property or on those lands described-as excepted from the Protected Property in the legal description, to the extent such waters are customarily applied to the Protected Property(collectively, "Easement Waters"). The Easement Waters are limited to the amount of Grantor's waters reasonablyrequiTed to maintain the Conservation Values of the Protected Property. (f) All present and future development sights allocated, implied,reserved or 4 inherent in the Protected*Property; such rights are hereby terminated and extinguished, and may not be used on or transferred to any portion of the Protected Property, except as permitted by the Managerrient.Pian or this Easement. 3. PROHIBITED USES: Subject to-the provisions of Paragraph 4 and the exceptions contained in Paragraph 5 herein, any activity upon or use of the Protected Property inconsistent with the purposes of this Easement is prohibited, Without limiting the generality of the foregoing, Grantor, Grantor's personal representative, heirs, successors, assigns, agents, and potential future lessees.are expressly prohibited from doing any of the following on the Protected Property, other than as expressly permitted in the Management Plan or this Easement: (a) Construction, reconstruction or placement of any building,structure,billboard, seating area or sign except as expressly permitted in this Easement or the Management Plan; (b) Watering, degradation of water quality,use of herbicides, rodenticides, or weed abatement activities; incompatible fire protection activities; inappropriate placement of storm drains, and any and all other uses not consistent with the Management Plan which may adversely affect.the purposes of this Easement; (c) Depositing, discharging,dumping or accumulation of soil,trash, ashes, garbage, debris,waste* ,bio-solids,plant clippings or any other material except as required for fire breaks to protect the Protected Property; (d) Filling, dumping, mining, excavating,dredging, or exploring for or removing of loam,gravel,soil, rock,sand or other material on or below the surface of the Protected Property, except as may be required by the GRAD in carrying out its duties and responsibilities; (e) Planting, introduction or dispersal of non-native or exotic plant or animal species; (f) Leveling, grading,landscaping or otherwise altering the existing topography or natural drainage of the Protected Property including building of roads, except as necessary to fulfill management responsibilities as set forth in the Management 4- Plan-and/or for the installation or maintenance of any sanitary sewer improvements, to complete construction of the Project, or to permit the GHAD to carry out the duties enumerated in Paragraphs 5,5(a)and 6; (g) Removing, destroying, or cutting of trees, shrubs, or other native vegetation, except as required for existing or approved fire breaks, maintenance of existing foot trails or roads, activities permitted by Paragraph 5 of this Easement,or not involving clearing of vegetation or soil disturbance that could cause erosion or prevention or treatment of plant disease consistent with.the Management Plan; (h) Unseasonable watering or pumping of excessive-water;use of fertilizers, herbicides,pesticides,biocides,or other agricultural chemicals; mosquito abatement activities;weed abatement activities; incompatible fire protection activities; and any and all other uses which may adversely affect the conservation purposes of this Easement, except as permitted by this Easement and/or the Management Plan; (i) Granting access to the land to any third party for off-road vehicle use, other than by the Contra Costa County Sheriffs Department, the San Ramon Valley Fire Protection District, or other governmental entities in the performance of their duties; (j) Grazing or other agricultural activity of any kind,except those grazing and/or agricultural activities authorized by the Management Plan; (k) Commercial or industrial uses,except those commercial uses that involve grazing or agricultural activities authorized by the Management Plan; (1) Recreational activities including, but not limited to,horseback riding, biking, hunting or fishing, except as permitted under the Management Plan or specifically permitted under this Easement; (M) Discharging of firearms,nuisance activity or other conduct inconsistent with approved zoning for Grantor's Property-, (n) Engaging in any new manipulation,impoundment or alteration of a natural water course, body of water or water circulation on the Protected Property, and activities or uses detrimental to water quality, including but.not limited to degradation or pollution of any surface or sub-surface waters; and (o) Transferring any water right necessary to maintain or restore the biological resources on the Protected Property. 4. GRANTQR'S DUTIES,: Grantor and its successor owners of fee title to the Protected Property shall undertake all reasonable actions to prevent the unlawful entry and trespass by persons whose activities may degrade or harni the Conservation Values of the Protected Property. In addition, Grantor shall undertake all necessary actions to perfect Grantee's rights under section 2 of this Easement. 5. RESERVED RIGHTS.- Grantor reserves to itself and to its personal representatives,heirs,successors, assigns,agents and lessees,all rights accruing from its ownership of the Protected Property, including but not limited to: (i) the right to engage in or invite others to engage in activity on or use of the Protected Property for the purpose of complying with the requirements of any governmental permits or authorizations including,but not limited to,the Conservation Instrument and any other permits granted pursuant to the ESA, the California Endangered Species Act,Section 404 of the Clean Water Act, 33 U.S.C. § 1344,the Porter-Cologne Act, including Section 13623 of the California Water Code, or § 1600 et seq. of the California Fish and Gamc Code; (ii) the right to grant the GRAD access to the Protected Property for the purpose of conducting prevention,mitigation, abatement and control of geologic hazards, as defined in the Plan of Control described in Paragraph 5a; (iii)the right to engage in or invite local governmental entities or utility companies or their agents, including but not limited to the Contra Costa County, San Ramon Valley Fire Protecrion District, the Contra Costa Mosquito Abatement District,Pacific Gas&Electric,Central Contra Costa Sanitation District,to undertake maintenance or management activities on the Protected Property which are consistent with Project approvals and requirements,such as the installation and maintenance of the easement described in Paragraph 5b; (iv)the right to convey its fee simple interest in the Protected Property,in.whole or in part,to the GHAD; (v)the rights to all existing easements and rights-of-way over the Protected Property and to grant future non-exclusive easements over the Protected Property which are not inconsistent with the terms and conservation purposes of this Easement and the Management Plan; and(vi)the right to engage in,permit orinviteothers to engage in all.uses of the Protected Property that are not expressly prohibited herein and are not inconsistent with the conservation purposes of the Easement, including any activities that are needed to serve the Project(collectively,the "Reserved Rights"). (a) GRAD Activities: Pursuant to sections 26500 et seg.. of the California Public Resources Code("GRAD Law"), the Protected Property may be annexed into the GRAD. In accordance with the GNAD Law, a Plan of Control must be prepared by a certificated engineering geologist, and approved by the GRAD Board of Directors. The Plan of Control will include certain mitigation,monitoring and other activities needed to prevent, abate, control and/or repair any geologic hazards on GRAD land,which may include the Protected Property. The GRAD is specifically permitted under this Easement to engage in all activities or actions necessary to abate, control,prevent or repair a geologic hazard, including those activities set forth in the Plan of Control, and any subsequent amendments thereto. Grantor shall provide the GRAD with access to the Protected Property consistent with the terms of the Plan of Control and GRAD Law(or subsequent legislation). -6- Except in an emergency,the GHAll will notify Grantee no less than twenty-four (24) hours before performing any activity that it believes could adversely affect the Conservation Values of the Protected Property,including,but not limited to the performance of any ground disturbing activity. The GRAD will also provide the Grantee with a written description of any activities that it believes adversely affected the Conservation Values of the Protected Property, including, any ground disturbing activities,within twenty-four(24)hours of performing such activity. (b) Central Coati-a Costa Sanitation District Easement and Access: The Central Contra Costa Sanitation District("CCCSD"}may install, operate,maintain and from time to time upgrade, a wastewater utility pipe, access path and related improvements within the Protected Property("CCCSD Easement"). The CCCSD Easement will be located in the area described in Exhibit"C"(legal descriptions). Grantor will allow CCCSD to construct an access path, and provide CCCSD with access to the Protected Property, as needed, for routine maintenance,repairs or upgrades, and for emergency purposes. To minimize any disturbance that may be caused by the installation of the sewer line and access path, the sewer line and access path Will be installed at the time of, and as part of, grading the southeastern portion of the Project. The access path will be constructed of natural materials, such as crushed rock and fines, and will not include any curbs or structures which could constitute a barrier to movement of wildlife. 6. GEOLOGIC HAZARD PREVENTION. Grantee shall cooperate and shall coordinate its monitoring and maintenance activities with the:geologic hazard prevention and control activities of the GRAD. 7. REMEDIES: If Grantor,Grantee,USFWS,and/or the U.S.11rmy Corps of Engineers("ACOE"} determine tba* t there is a violation by.any owner of fee title to any of the Protected Property("Owner"), including Grantor or any other person, or by any other user of the Protected Property of the terms of this Easement, such entity shall give written notice to the individual or entity violating this Easement and to the other entities describing the violation and demanding corrective action sufficient to cure the violation and where the violation involves injury to the Protected Property resulting from any use or activity inconsistent with the purpose of this Easement, to restore in accordance with the Management Plan the portion of the Protected Property so injured. If a party fails to cure a violation within sixty(60) days afterreceipt of notice thereof from the other party, or under circumstances where the violation cannot reasonably be cured within a sixty (60) day period, or fails to continue diligently to cure such violation until finally cured, the aggrieved party may bring an action at law or in equity in a court of competent jurisdiction to enforce the terms of this Easement,to enjoin the violation, ex parte as necessary,by temporary or permanent injunction, to-recover any damages to which it may be entitled for violation of the terms of this Easement or injury to any Conservation Values protected by this Easement. This shall include damages for the loss of aesthetic, -7- ecological, educational,historical, recreational or scientific values. The enforcing party may require the restoration of the Protected Property to the condition that existed prior to any such injury. If a party, in its good faith and reasonable discretion,determines that circumstances require immediate action to prevent or mitigate signilicant damage to the Conservation Values of the Protected Property, such party may pursue its remedies under this paragraph without prior notice to the other party or without waiting for the period provided for the cure to expire. Each party's rights under this paragraph apply equally in the event of either actual or threatened violations of the terms i s of this Easement,and each party-agrees that the other party's remedies at law for any violation of the terms of this Easement are inadequate and that such party shall be entitled to injunctive relief described in this paragraph,both prohibitive and mandatory, in addition to such other relief to which such party may be entitled, including specific performance of the terms s of this Easement,without the necessity of proving either actual damages or the inadequacy of otherwise available legal remedies. Each party's remedies described in this paragraph shall be cumulative and shall be in addition to all remedies now or hereafter existing at law or in equity. Furthermore,the provisions of California Civil Code section 815 et sed., are incorporated herein by this reference and this Easement is made subject to all of the rights and remedies set forth therein. If at*any time in the future Grantor, Grantee or any subsequent transferee or assignee uses or threatens to use such lands for purposes not in conformance with the provisions of this Easement,or releases or abandons this Easement in whole or in part,notwithstanding California Civil Code 81 5 et sed., the United States, including but not limited to the USFWS,shall have standing as-interested parties, and as third party beneficiaries in any proceeding affecting this Easement.. (a) Costs of Enforcement: Reasonable costs incurred by any party enforcing the terms of this Easement,including without limitation,costs of suit and reasonable attorneys' fees, and any costs of restoration necessitated by a violation of the terms of this Easement shall be borne by the person or entity violating this Easement. If a party prevails in any act-Ion to enforce the terms of this Easement'. such party's costs of any litigation or other legal enforcement action, including without limitation,, attorneys" fees, shall be borne by the other party who did not prevail in the action. Recovery of attorneys" fees and costs from the federal government shall be governed by applicable federal laws and regulations. (b) Grantee's Discretion: Enforcement of the terms of this Easement shall be at the discretion of Grantee and the USFWS,and any forbearance by Grantee or the USFWS to exercise their rights under this Easementshall not be deemed or construed to be a 'waiver by Grantee or the USFWS of such term or of any subsequent breach of the same or any other term of this Easement or of any of the enforcement rights under this Easement. No delay or omission by Grantee or the USFWS in the exercise of any right or remedy upon any breach by Grantor shall impair such right or remedy or be construed as a waiver. (c) Acts Beyond Owner's Control: Nothing contained in this Easement shall be construed to entitle Grantee or any party to bring any action against Owner for any injury to or change in the Protected Property resulting from causes beyond Owner's control, including without limitation, fire not caused by Owner,drought, flood, storm, and earth movement caused by earthquake. (d) Third Party Beneficiary Right of Enforcement. All rights and remedies conveyed under this.enforcementEasement*shall extend to and are enforceable by the USFWS. These rights of enforcement are in addition to, and do not limit, the rights of enforcement under the Conservation Instrument. 8, ACCESS: Upon prior notice to the Owner of a parcel of Protected Property that is reasonable under the circumstances and subject to the terms of this Easement, and specifically the limitations stated in Paragraph 2(b) hereof,Grantee, Grantee's successors, assigns, agents, invitees and licensees shall have the right to access the Protected Property. No public dedication for general public use is granted in the Protected Property,now or in the future, and the fee owner of each portion of Protected Property shall monitor access by members of the public and provide educational materials and programs to promote resident involvement in maintaining the restrictions and fulfilling the intent of this Easement, 9. COSTS AND LIABILITIES: Except as set forth in the Management Plan, this Easement,or as otherwise agreed in writing between the parties hereto, Grantor,,their successors, assigns, agents shall retain all responsibilities and liabilities of any kind related to the ownership, operation,upkeep, and maintenance of the Protected Property. (a) Taxes: Grantor or its successors or assigns in interest shall pay before delinquency all taxes,assessments,fees, and charges of whatever description levied on or assessed against the Protected Property by competent authority, including any taxes imposed upon,or incurred as a result of,this Easement, and shall furnish Grantee with satisfactory evidence of payment upon request. • (b) Hold Harmless: Grantor or Grantor's successors shall hold harmless, indemnify, and defend Grantee directors, officers, employees, agents and contractors and the heirs,personal representatives, successors*, and assigns of each of them(collectively``Indemnif ed Parties") from and against all liabilities, penalties,costs,Losses, damages, expenses,causes of action, claims, demands, Or judgments'. including without limitation.,reasonable attorneys'fees, arising from or in any way connected with: (i) injury to or the death of any person,or physical damages to any property, resulting from any act, omission,condition or other matter occurring on the Protected Property,unless caused by the acts or omissions of any of the Indemnified Parties, -9- (ii) the existence or administration of this Easement; and (iii) the obligations,covenants, representations, and warrantics of this Easement relating to Costs and Liabilities of this Section 9. 10. NO HAZARDOUS MATERIALS LIABILITY. Grantor represents and warrants that it has no knowledge of any release or threatened release of hazardous materials in,on, under,about,or affecting the Protected Property. Without limiting the obligations of Grantor as otherwise provided in this instrument, Grantor agrees to indemnify,protect, and.bold harmless the Indemnified Parties against any and all claims arising from or connected with any hazardous materials presen#,released in, on, from, or about the Protected Property, at any time,of any substance now or hereafter defined, listed, or otherwise classified pursuant to-any federal'state, or local law,regulation,or requirement as hazardous, toxic,polluting, or otherwise contaminating to the air, water, or soil, or in any way*harmful or threatening to human health or the environment,unless caused solely by any of the Indemnified Parties. 11. BEST AND MOST NECESSARY USE. The habitat conservation purposes of the Conservation Easement are presumed to be the best and most necessary public use as defined in equity and pursuant to California Code of Civil Procedure §1240.680 -notwithstanding Code of Civil Procedure §§1240.690 and 1240.700... 12. ASSIGNMENT. This Easement is transferable by Grantee,but the transferor. shall give the other, Grantor and USFWS at Least thirty(30)days prior written notice of a rights the transfer. Grantee may assign or transfer its respective and obligations under this Easement only to an organization that is: (i) approved by USFWS; (ii) a public agency or a qualified.organization at the time of transfer under section 170(b) of the Internal Revenue Code of 1954,as amended(or any successor provision then applicable), and the applicable regulations promulgated thereunder; and (iii) authorized to acquire and hold conservation easements under California Civil Code section 815 et (or any successor provision then applicable). As a condition of such assignment or transfer,the Assignee or Transferee shall agree in writing that the Conservation Values that this grant is intended to advance shall continue to be fulfilled*and that the Management Plan will be followed. In the event of the termination of existence of a future assignee of the Grantee,their successor or assigns,the rights and obligations of the Grantee hereunder shall,by that fact itself, and without any further action on the part of any entity,be re-assigned to another like entity by the Grantor, to hold under all the terms and conditions set forth herein. -10- 13. SUBSEQUENT TRANSFERS: Grantor agrees to incorporate the terms of this Easement in-any deed or other legal instrument by which Grantor divests itself of any interest in all or a portion of the Protected Property, including without Iirriitation, a leasehold interest. Grantor further agrees to give written notice to Grantee and the USFWS at least thirty(30) days prior to the date of any property transfer. Grantee or the USFWS shall have the right to prevent subsequent transfers in which prospective subsequent claimants or transferees are not given notice of the terms, covenants, conditions and restrictions of this Easemenfor whenever a subsequent transfer will result in a merger of the Easement and Protected Property in a single property owner(thereby extinguishing the Easement) if no method or mechanism deemed adequate to preserve, protect, and sustain the Protected Property in perpetuity has been established. The failure of Grantor to perform any act required by this paragraph shall not imp* air'the validity of this Easement or limit its enforceability in any way. 14. ESTOPPEL CERTIFICATES: Upon request by Grantor,'-Grantee shall within thirty(30)days execute and deliver to Grantor any document, including an estoppel certificate,which certifies Grantor's compliance with any obligation of Grantor contained in this Easement and otherwise evidences the status of this Easement as may be requested by Grantor. 15. NOTICES: Any notice, demand,request, consent, approval, or communication that the parties desire or are required to give to the others shall be in writing and either served personally or sent by first class U. S. mail, postage prepaid, addressed as follows: To Grantor: Contra Costa Real estate Investors . 4155 Blackhawk Plaza Circle, Suite 201 Danville,CA 94506-4613 Attn: Jeff Lawrence Danville Tassajara Partners,I,F.0 c/o,Lennar Communities 3130 Crow Canyon Place, Suite 3 1 U San Ramon,CA 94583 Atte: Lynn Jochim To Grantee: Wildlife Heritage Foundation 3868 Cincinnati Avenue Rocklin,CA 95765 Attn:Riley Swift -ll- To USFWS: 2800 Cottage Way Suite W-2605 Sacramento, GA 95825 Atte: Chief, Endangered Species ' Division ' With copy to: U.S. Department of the Interior Office of the Solicitor 2800 Cottage Way Sacramento, CA 95825 or to such other address or the attention of such other officer from time-to-time any party shall designate by written notice to the other. 16. RECORDATION: Grantee shall promptly record this instrument in accordance with the instructions for recordation in the Office of the Contra Costa County Recorder and may re-record it at any time as may be required to preserve its rights in this Easement. 17. FUNDING: For the purpose of fulfilling Grantor's obligation under this Easement, Intervening Properties Development shall:fund the long-terry operation and maintenance of the Protected Property. Separately and at the time ofrecordation of this Easement,Intervening Properties Development shall fund an endowment for the purpose of monitoring the Protected Property that will be supervised by the Grantee on behalf of the Grantor as detailed and set forth in Exhibit"D"attached hereto(the"Endowment Agreement"). 18. WARRANTY: Grantor represents and warrants that there is no outstanding mortgage, lien, encumbrance, or other interest in the Property which has not been expressly subordinated to this Easement,and that, except for another conservation easement established in accordance with the Conservation Instrument and which is not adverse to this basement established herein,the Protected Property is not subject to any other easement or interest that is adverse to oris not subordinate to this basement. 19. ADDITIONAL INTERESTS. Except for another conservation easement established in accordance with the Conservation Instrument and which is not adverse to the Easement established herein,Grantor shall not grant any additional interest in the Protected Property, nor shall Grantor grant, transfer, abandon, or rclinquish-any water or water ri ght associated with the Protected Property, including without limitation any Easement Waters,without the prior written authorization of Grantee and USFWS. Such consent may be withheld if the proposed interest or transfer is inconsistent with the purposes of this Easement and the Conservation Instrument or will impair or interfere with the conservation values of the ProtectedPToperty. This Section shall not prohibit -12- the transfer of a fee title or leasehold interest in the Protected Property that is otherwise subject to and complies with the terms of this Easement, 20. GENERAL PROVISIONS: (a) Controlling Law: -rhe interpretation and performance of this Easement shall be governed by the laws of the State of California, the Federal ESA, and other applicable Federal laws. Venue for any dispute or cause of action arising from this Easement or the Conservation Instrument shall be, in Contra Costa County, California or the respective federal court having competent jurisdiction for the type of claim affecting the Protected Property. (b) Construction: Any general rule of construction to the contrary notwithstanding,this Easement shall be construed in favor of the grant to give effect to the Conservation Purpose.Of this Easement and the policy and purpose of California Civil Code section 815 et seg. If any provision in this instrument is found to be ambiguous, an interpretation consistent with the purposes of this Easement that would render the provision valid shall be favored over any interpretation that would render it invalid, (c) Severability: If any provision of this Easement, or the application thereof to any person or circumstances,is found to be invalid, the remainder of the ;provisions of this Easement,or the application of such provision to persons or circumstances other than those as to which it is found to be invalid,as the case may be, shall not be affected thereby. (d) Entire Agreement: This instrument sets forth the entire agreement of the -parties with respect to the Easement and supersedes all prior discussions, negotiations,understandings or agreements relating to the Easement. (e) No Forfeiture: Nothing contained herein will result in a forfeiture or reversion of Grantor's title in any respect. (f) Successors: The covenants,terms, conditions, and restrictions of this Easement shall be binding upon, and inure to the benef t of, the parties hereto and their respective personal representatives,heirs, successors, and assigns and shall continue as a servitude running in perpetuity with the Protected Property. (g) Captions: The captions in this instrument have been inserted solely for convenience of reference and are not a part of this instrument and shall have no effect upon construction or interpretation. (h) Counterparts: The parties may execute this instrument in two or more counterparts,which shall,in the aggregate,be signed by both parties; each counterpart shall be deemed an original instrument as against any party who has signed it. In the event of any disparity between the counterparts produced, the recoi-ded counterpart shall be controlling,. (i) Third-Party Beneficiary: Grantor and Grantee acknowledge that the USFWS is a third party beneficiary of this Easement with the right of access to the Protected Property and the right to enforce the terms and conditions of this Easement. (j) 'Amendments: This Easement may not be modified or amended except by written instrument duly executed by Grantor, Grantee, and USFWS. Ili WITNESS WHEREOF, Grantor and Grantee have entered into this Easement the day and year first above written. 0 "GRANTOR" CONTRA COSTA REAL ESTATE INVESTORS, a California limited liability corporation Bye Danville Tassajara Partners, a Delaware limited liability company By fZ � , INN. Its: I" ;Lt /"r 1 K. l�.�.,L,�� "GRANTEE" WILDLIFE HERITAGE FOUNDATION, anon-profit California corpOTati By: i � �f .�.�T Its.!.9 sea ent CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA ) . COUNTY OFIN- -1 � On � '� ZOd ,before me, L1� �.,.YI,Y'c �h NotaryPublic, '� personally appeared El personally known to me - OR- � proved to me on the basis of satisfactory evidence to be the person( whose name(*, i.s/are subscribed to the within instrument and acknowledged to me that he1S31&6&"a`%+A,%-,,-y-executed the same in his/her4ieir authorized capacity(ies), and that by his/hgf4heir signature( ) on the instrument the person(},or the entity upon behalf of which the person acted,executed the instrument. WITNESS my hand and official seal, uuRa cHRisrovsEty ComMlssiort f 1346M ' Notary Public-Calitomia Yoio Cou* My Cornu Fifinkss My 15,20W06 (SIGNATURE OF NO,-rARY) OPTIONAL SECTION 114IS CERTIFICATE MUST TITLE OR TYPE OF Perpetual Conservation Easement BE ATTACHED TO THE DOCUMENT DOCUMENT DESCRIBED AT RIGKT: NUMBER OF � DATE OF PAGES DOCUMENT Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA ) COUNTY OF ( 1)hIT2A Cob STS ) On Z ll�7i( 05 ,before me, IV(�IJC..� E- Ema�� Notary Public, personally appeared_ -- �F_FF personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person whose name(16 is/Ate.subscribed to the within instrument and acknowledged to me that heshx,8.14.4,ae�executed the same in his/keeithctr authorized capacityovf), and that by him signature"on the instrument the person(w), or the entity upon behalf of which the persongo acted, executed the instrument. ITNESS my hand and official seal. 1WIi .E N C.ommMMon A Iii W ld-..00 �Y A�-Ca�uaro CpOo Carlo CoutNr MY COAm.rpYw11l�. �. (SI N OF NOTARY) OPTIONAL SECTION THIS CERTIFICATE MUST TITLE OR*TYPE OF Perpetual Conservation Easement BE ATTACHED TO THE DOCUMENT DOCUMENT DESCRIBED AT RIGHT• NUMBER OF DATE OE /0/( Z-V bLi PAGES DOCUMEN"I" Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form CALIFORNIA.ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF CONTRA CoS'�A ) On \S� before me, �{}Rx,N Notary Public, personally appeared L`?NN�SOCtF�M [� r%f Q§Qti P, be the j Ift,%.w %,W J.,L A w L I JAW %J 4X0 L 1.0 a ru ZV44e L %W to personally known tome - OR- El praved person(4)whose name is/ afasubscribed to the within instrument and acknowledged to me that he/she/they executed the same in #is/her/tljeir authorized capacity( ), and that by /her/tketr signature(s) on the instrument the person(s), or the entity upon behalf of which the person() acted, executed the instrument. WITNESS my hand and official seal. KANN L Caffwnhdon#1378W Pb�aN RAIL -CdMomb /� Contra costo can coffm Expkes Oct 7j 2006 (SI NATURE OF NOTARY) OPTIONAL SECTION THIS CERTIFICATE MUST TITLE OR TYPE OF Perpetual Conservation Easement BE ATTACHED TO THE DOCUMENT DOCUMENT DESCRIBED AT RIGHT: NUMBER OF DATE OF PAGES DOCUMENT Though the 'data requested here is not required by law, it could prevent fraudulent reattachment of this form EXHIBIT"A" LEGAL DESCRIPTIONS AND MAPS OF PROPTECTED PROPERTY CONSERVATION EASEMENT 1 A PORTION OF PARCEL"B", AS SAID PARCEL IS SHOWN ON THE RECORD OF SURVEY FILED OCTOBER 14, 1965 IN BOOK 37 OF LICENSED SURVEYORS MAPS AT PAGE 46, CONTRA COSTA COUNTY RECORDS, LYING IN UNINCORPORATED CONTRA COSTA COUNTY, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID PARCEL "B" (37 LSM 46); THENCE ALONG THE EAST BOUNDARY LINE OF SAID PARCEL "B" SOUTH 10°50'35' WEST 165.20 FEET TO THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING ALONG SAID EAST BOUNDARY LINE SOUTH 10°50'35"WEST 165.73 FEET; THENCE SOUTH 12°3535"WEST 438.00 FEET; THENCE LEAVING SAID EAST BOUNDARY LINE NORTH 65'014'00"WEST 204.79 FEET; THENCE NORTH 01138'1699 EAST 521.76 FEET; THENCE SOUTH 79°09'25" EAST 121.03 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING AN AREA OF 1.65 ACRES +. A ' r i NO. 7263 � �E+ /3��° CONSERVATION EASEMENT 2 A PORTION OF PARCEL"B", AS SAID PARCEL IS SHOWN ON THF RECORD OF SURVEY FILED OCTOBER 14,, 1965 IN BOOK 37 OF LICENSED SURVEYORS MAPS AT PAGE 46, CONTRA COSTA COUNTY RECORDS, LYING IN UNINCORPORATED CONTRA COSTA COUNTY, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL "B" (37 LSM 46); THENCE FROM SAID POINT OF BEGINNING ALONG THE SOUTH BOUNDARY OF SAID PARCEL "B" NORTH 88058"04"'WEST 365.10 FEET; THENCE LEAVING SAID BOUNDARY LINE NORTH 03°30'29" EAST 40.50 FEET TO THE BEGINNING OF A NON TANGENT CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS SOUTH 28°36'06" EAST; THENCE NORTHEASTERLY ALONG THE ARC.OF SAID CURVE 32.29 FEET THROUGH A CENTRAL ANGLE OF 41'006'50"; THENCE NORTH 47c'08'07" EAST 84.70 FEET; THENCE NORTH 25°31'45" EAST 77.52 FEET; THENCE NORTH 14°38'43"WEST 46.01 FEET; THENCE NORTH 01016'05"*WEST 121.43 FEET; THENCE NORTH 07°22'52" EAST 56.29 FEET; THENCE NORTH 15°12'0 1" EAST 152.29 FEET; THENCE NORTH 15'53'1 8"WEST 116.99 FEET; THENCE NORTH 01°50'04" WEST 59.62 FEET; THENCE NORTH 53028'45"l' EAST 25.17 FEET; THENCE NORTH 03°22'16"WEST 218.97 FEET; THENCE NORTH 01°56'52"WEST 66.73 FEET; THENCE NORTH 10°47'42" WEST 113.50 FEET; THENCE NORTH 15°41'35'WEST 155.27 FEET TO THE BEGINNING OF A NON TANGENT CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 53.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE 48.53 FEET THROUGH A CENTRAL ANGLE OF 52028"04"; THENCE NORTH 25"06'30"WEST 81.52 FEET; THENCE NORTH 51,011'56"WEST 44.44 FEET; THENCE NORTH 45°02'28" WEST 149.17 FEET; THENCE SOUTH 74036"31"WEST 38.26 FEET TO THE BEGINNING OF A NON TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 45.00 FEET, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS ^:ORTH 68°13'45" EAST; THENCE ALONG THE ARC CF SAID CURWE 91.34 FEET THROUGH A CENTRAL ANGLE OF 116017'30'g TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 20.00 FEET, A RADIAL LINE TO THE BEGINNING OF SAID REVERSE CURVE BEARS SOUTH 08000"26" EAST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE 13.98 FEET THROUGH A CENTRAL ANGLE OF 40"03'78" TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 528.00 FEET, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 48003"45"' WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE 6.80 FEET THROUGH A CENTRAL ANGLE OF 00'044116"; THENCE NORTH 08*44'42"WEST 89.13 FEET; THENCE SOUTH 89012'31" WEST 65.39 FEET; THENCE SOUTH 71022'20"WEST 83.24 FEET; THENCE NORTH 26°2626" EAST 23.29 FEET; THENCE NORTH'71022'20" EAST 55.88 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 170.00 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE 111.76 FEET THROUGH A CENTRAL ANGLE OF 37°40'03"; THENCE SOUTH 70°57'37" EAST 98.03 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 1970.00 FEET;THENCE EASTERLY ALONG THE ARC OF SAID CURVE 289.18 FEET THROUGH A CENTRAL ANGLE OF 08'024'38""TO THE BEG-INNING OF A REVERSE CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 2030.00 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE 95.08 FEET THROUGH A CENTRAL ANGLE OF 02°41'01"; THENCE SOUTH 65°14'00" EAST 250.60 FEET TO THE EAST BOUNDARY LINE OF SAID PARCEL "B" (37 LSM 46); THENCE ALONG SAID EAST BOUNDARY LINE SOUTH 12035"35" EAST 511.50 FEET; THENCE SOUTH 10'028"23"WEST 860.63 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 12.17 ACRES +. N0.7263 s •��3��04 �\P �aTFOFc CONSERVATION EASEMENT 3 A PORTION OF LOTS 29 3 AND 4, AS SAID LOTS ARE SHOWN ON THE MAP OF SUBDIVISION 5417 FILED DECEMBER 17, 1979 IN BOOK 233 OF MAPS AT PAGE 48, CONTRA COSTA COUNTY RECORDS, LYING IN UNINCORPORATED CONTRA COSTA COUNTY, STATE OF CALiFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 4, AS SHOWN ON THE MAP OF SAID SUBDIVISION 5417 (233 M 46); THENCE ALONG THE SOUTH LINE OF SAID LOT 4 NORTH 88'058918" WEST 204.84 FEET; THENCE LEAVING SAID SOUTH LINE NORTH 00°00'00 EAST 295.21 FEET; THENCE NORTH 26°4229" EAST 88.41 FEET;THENCE NORTH 52020122"' EAST 22.66 FEET; THENCE NORTH 00,009'05"WEST 24.42 FEET; THENCE NORTH 59"46'18"" EAST 88.49 FEET; THENCE NORTH 46°58'01" EAST 91.93 FEET; THENCE NORTH 25°12'53" EAST 88.00 FEET; THENCE NORTH 06054'49" EAST 76.66 FEET; THENCE NORTH 05°09'41" EAST 65.00 FEET; THENCE NORTH 13'001"41" EAST 50.35 FEET; THENCE NORTH 16°01'03" EAST 57.88 FEET; THENCE NORTH 24°16'18" EAST 57.90 FEET;THENCE NORTH 29°55'17" EAST 58.73 FEET; THENCE NORTH 31°36'34" EAST 122.63 FEET; THENCE SOUTH 6011'04" EAST 37.71 FEET; THENCE NORTH 31°32'52" EAST 105.39 FEET; THENCE NORTH 04017'30"VVEST 56.85 FEET; THENCE NORTH 67'032"05" EAST 39.41 FEET;THENCE NORTH 69'006'38"" EAST 280.11. FEET; THENCE NORTH 19,046'00" EAST 201.25 FEET; THENCE NORTH 65c'56'33"'WEST 185.79 FEET; THENCE NORTH 84019122"WEST 25.13 FEET; THENCE NORTH 08°58'44" EAST 53.90 FEET; THENCE NORTH 03°30'29' EAST 65.56 FEET TO THE NORTH BOUNDARY LINE OF LOT 2, AS SAID LUT IS SHOWN ON THE MAP OF SAID SUBDIVISION 5417 (233 M 48); THENCE ALONG THE EXTERIOR LINE OF SAID SUBDIVISION 5417 (233 M 48) SOUTH 88°58'04" EAST 365.10 FEET; THENCE SOUTH 10028'23"' WEST 567.68 FEET; THENCE SOUTH 32°49'40"WEST 1333.87 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA Orr— 13.60 ACRES +. ir N0.7263' a Alf OF C AUf�� INTERVENING PROPERTIES CONSERVATION EASEMENT ! i 1 i t t t ; t i i t CONSERVATION t SCALE: 1'=500* EASEMENT-1 - 4 SHEET 2 i i i t ! " - t t t t i r i " r � i t ' t i i ! t t i j CONSERVATION EASEMEN T---2 i SKEET 3 ----------------------- ! i ! t t i ! t ' t t t i t i 1 i i 1 i 1 t t 1 i 1 1 • t - t 1_ CONSERVATION -�. '-- oil? 'r EASEMENT --3 SHEET 4- t t 1 .. 1 y . i 1 1 1 • t \ \ SHEET I OF 4 CJg-IC)42-30 F:\9131 C4?\FINAL MA?\9842CONSv DWG INTERVENING PROPERTIES CONSERVATION EASEMENT-1 C-04 ry SCALE: 1 =100 O Z N 7o Q 91?25 .. w PO& Sj ..� • a SURD 8002 PARCEL S 00 Ca Q0 LO A41 M 6 > z td (j) 0 w U ,.._.I as � CL.. LJ LLJ V) w Z LA LLJ • U) z G' A=00 23►23 'l . R--1970.00 `�00 h �j L=13.4100 ti/ i I NOTF: ROTATE BEARINGS ON-THIS PLAT MAP COUNTER-CLOCKWISE 14'01"26" TO MATCH RECORD OF SURVEY MAP BEARINGS (37 LSM 46) SHE T 2 OF 4 � r F..\98104 2\FINAL Mc x'`984 2CON5V.DwG 9.8-1042- 30 i n INTERVENING PROPERTIES 1.�=37'40 t�3 CONSERVATION EASEMENT-2 R=170.00 ! E111.11.76 SUBD 8002 ' At.>o:5,>Tot PARCEL 3 to asop, 441 M 46 RI19?6 �a to f*v cj Rte. �c�• - 0 (_cj 96 cv 0 d\ j L� 2 sr loo ' �a " *145111 56 W -50 \4 44.44 5 .0 Z # 5:5 ,�► �_48 rte, I LA -�S a1 N 1 41 35 1�Y un I 767 1 .27' � � N 5 5 �. col 1 ILn c A=00'4 4s16" N10*47942"W � � Q3 R�528.009 1 0 113.50' 6.80' A '' CD cn C2 N01 562 ,. �- 03 =-40'03918`9 66.73 �,Z R-20.00' �f�11' 1 X37 l# 4 � ► 0 PAiRCR��O.Vff11 Vr L=13.980 I NO3'22'16 Ln L 218.97' . C3 A=116017'30"I �► 5328 45 E � � R-45.00 I 25.17 '�` 1-=91.34 ,, f. r , --- _ t N01*50'04`W r' N08.00 26 W (R1) 59.629 1 i 2 ; t J -0 t N48'03'45`•W R2 ' few 4 N 15"53'18 , 113 , 116.99" rC co 4i # C. 1 © W 5'12'01"E C # , f cA 152.29 __ I SCALE: 19=200' z ;, •' { Lv5f L N07"22 52"'E LA 56.29 # N01'16905"'W # 121.4 3' co •`�'► cv # A=41'06'50" 46.01 � # R-45.00" cn -- "--„ N25'31'45"E ,c 1 L 3 2.29 > " 77.52 kD # N 28 36 06 w(,R .._ •” N 4 7'08'0?'' E r 4 0.5 0 — ,' 1 �03 30 2 9 E 84.7 0 � U3`---- w > c� N 88*58*04*i 1 NOTE: 365.109 ROTATE BEARINGS ON THIS PLAT MAP I�OY 2 COUNTER---CLOCKWISE 10 01260 TO MATCH (233 M 48) RECORD} OF SURVEY MAP BEARINGS (37 LSM 46) SHEET 3 OF 4 F.\9810 4 Z\F#NAL MAP\9842C0NSV.DWG q8-1042-30 INTERVENING PROPERTIES (37 Lslvt 46) � CONSERVATION EASEMENT-3 PARCEL 3 ! b N88'58004"W 365.10 0rn a • Co 29 Q? W D m 65 .56' co N08058'44"E �y 53.90' 6$' .#9. w N84'19'Z2"w 25.13` LOT 2 o (MM 48) .� .00,� c: SCALE: 1'=200' N04'17'30"W o co � • rl 56.85 X69 t r-- m �� ��1 t& U Z o of v a N *60j � N67032'05"E 39 ' LST 3 �; N31032'52"E � (2'33 M 48) �� 105.39" N 31'36'3 4" E 122.63' N 2 9'55'17" 58.7 w 3 , N 2 4'16'18'.E 57.90' N 16'01 O141 '03E " N 13' ' E 5 7.88` � 4P,50-35 N05009'4 " �p C, 65.00 N06 54 4g E �. 76.66' N25.12653"E N59',46"18"E 88.00 88.49. N46"58'01"E � 91.93' sUBD 8002 pyo 1--- 0 09 0 5 UV PARCEL C 4 41 to 45 N26'42`29"E 24.42' 88.41' N 52. .. 2D 22 E L 22.66 ••� CN .v tri 1p C" ' CN LOT 4 w (233 M 48) CD NOTE: . o ROTATE BEARINGS ON THIS PLAT MAP 0 COUNTER-CLOCKMSE 0000647" To MATCH C) g SUBDIVISION 5417 MAP BEARINGS (233 M 48) 204.84 f N88'58'18"1N - PARE.C (00 PM 3m SHEET 4 OF 4 F:\98104 2\FINAL M11P\984 2C0NSV_DWC 98-1042. 30 EIS uB» i. Preparedfor: Braddock&Logan 4155 Blackhawk Plaza Circle,Suite 201 Danville,CA 94526 (925)-736-4000 Prepared by: Sycamore Associates LLC 2099 Mt.Diablo Blvd.,Suite 204 Walnut Creek,CA 94596 (925)279-0580 September 29,2004 LONG-TERM CONSOLIDATED MANAGEMENT PLAN FOR THE INTERVENING PROPERTIES CONSERVATION EASEMENT AREAS DANVILLE,CONTRA COSTA COUNTY, CALIFORNIA The information provided in this document is intended solely for the use and benefit of Braddock&Logan Group,LP., No other person or e►ttity shall be entitled to rely on the services,opinions, recommendations,plants or specifications provided herein, without the express written consent of Sycamore Associates LLC,2099 Mt.Diablo Boulevard,Suite 204, Walnut Creek, CA 94596. a TABLE OF CONTENTS 1.0 INTRODU O .......,....................................................,...............,.................... 1.1 ON-SITE CONSERVATxoNEAsEmENT AREA......................................................1 1.1.1. Annual A&ninistration and Oversight.............................,...Osseo*&& .......8 1.1.Z. Maintenance of Permanent Signage...........................................................8 1.1.3. Bullfrog 8 1.1.4 Trash Removal Program.............................................................................9 1.1.5 Invasive Species Control...........................................................::................9 1.1.6. Fencing............................................................,.........................................10 1.1.7. Annual Habitat Monitoring.......................................................................12 1.1.8. Fire Breaks............................................9000................................................13 1.2 QFF-SITE CONSERVATION EASEMENT AREA(JONES PROPERTY).................13 1.2.1 Existing .gooses*ease**age*goof,....0.006 16 1.2.2. Annual Administration and Oversight.......................................................17 1.2.3. Fire 0000000000000000 goose 0090 06006490 000 0 0 goo foe 9 0 so-00.0 too a sea ease a&19....................................6...19 1.2.4. Annual Habitat Monitoring.......................................................................19 2.0 ENDOWMENT FUND.......................................................................................20 3.0 ADAPTIVE MANAG0"jTa"AWNT..."a***woes*&osoomos0000 000900 a 00 foe so goo 00 0 00*0 060000 21,...................21 4.0 ID-vr ENCES•......•.........1.......................1...........•a......1..............a.......................22 f LIST OF FIGURES FIGURE I.,LOCATION OF THE PROJECT S TTE.........................................................................3 FIGURE 2,ON-SI'T'E CONSIERVATioN EASE AREA...........................0......0.......0.............4 FiGuRE 3. SPECIAL-STATUS WH.DLIFE OCCURRBNCES ON AND ADJACENT TO THE]PROJECT S0 ease Gooses*&***Osseo*be goo 9 09 90000 0*0000 00 goose 00*00009 00*a wee Owe woe 0 a 0 00*0 see woo**see Woos*W*e*@sow,.................................•.........,..0....,...0......0.../ FIGURE 4, CREATED WETLAND AND MMGAnON PLANTiNG AREAS..........e 0...0..0 0...............6 FIGURE S.LOCATIONS OF CoNcyDoN's TARPLANT PRESERVATION AND TRANSLOCATION..7 FIGURE 6,ON-SITE CONSERVATION EASEMENT EXCLUSION FENCING.....................0 0 0 0..... 11 FIGURE 7.SPECIAL-STATUS WMDLIFE OCCURRENCES ON AND ADJACENT TO THE JONES ..................................................................,.....Goose..06...0...................... 14 FIGURE 8.JoNEs PROPERTY PARCEL LINEs DEPICTING CONSERVATIoN EASEMENT.......,. 18 1.0 INTRODUCTION As part of the mitigation for impacts to biological resources resulting from the Intervening Properties residential development,a Consolidated Long Term Management Plan for both the on-site and off-site conservation easements is necessary per conditions in the Biological Opinion(BO)issued by the U.S.Fish and Wildlife Service on May 13, 2003 (BC?No. 1-1-02-F-0022). On Apri126,2004,Braddock&Logan provided the U.S. Fish and Wildlife Service,California Department of Fish and Game(and the Regional Water Quality Control Board)with a Wetland and Special-Status Species Mitigation and Monitoring Plan for the Intervening Properties(MMP)(Sycamore Associates,2004). All information related to the implementation and initial five years of monitoring,habitat management and necessary remedial work is contained within that document and, therefore,will not be discussed here,but is hereby incorporated by reference.The initial five years of monitoring,habitat management and any necessary remedial actions shall be the responsibility of Braddock and Logan as will the annual reporting requirement for the 0 five years of monitoring. A copy of the annual report will be provided to the Wildlife Heritage Foundation.This document is related only to those management activities anticipated to be necessary after the initial monitoring period is completed.The Consolidated Long Term Management Plan(Consolidated Plan)is broken into two categories,the on-site conservation easement area which encompasses the unnamed tributary to Alamo Creek and the setback,and the off-site conservation easement on the Jones property. 181 On-Site Conservation Easement Area The on-site conservation easement area is located on the Intervening Properties project site, which is located on Camino Tassajara Road adjacent to the Town of Danville, Contra Costa County,California(Figure 1).The conservation-easement area is approximately 27 acres and runs most of the length of an unnamed tributary to Alamo Creek.The unnamed tributary runs from north to south forming the easternmost boundary of the project site(Figure 2).The on-site easement is to be managed in perpetuity as aquatic and associated upland and dispersal habitat for California red- legged frog(Rana aroura draytonii),federally-listed Threatened.Special-status species occurrences near the Intervening Properties are shown on Figure 3, As part of the Intervening Properties MW,two on-channel created wetlands were established in the easement area.One wetland supporting seasonal freshwater marsh habitat of approximately 0.09 acre(4,000 square feet)will be created on-channel approximately 2,000 feet north of the confluence of the unnamed tributary and Alamo Creek.A second wetland of approximately 0.09 acre(4,000 square feet)supporting Central Coast riparian scrub habitat will be created on-channel just north of the confluence. Additioriatly,riparian plantings will be established along approximately 200 linear feet of the unnamed tributary(Figure 4). This Consolidated Plan assumes that the mitigation areas have met their success criteria during the five-year monitoring period as described in the MMP. Also completed as part SAProjects\Braddock&LoganVnierveningWitigation PlansWinal Long-Term Mgmt Plan 092904.doc of the Intervening Properties MWT implementation was the translocation of populations of Congdon's tarplant that could not be avoided on the Intervening Properties project site (Figure 5). . SAProjects\8raddock do Logan\InterveningVKitigation PlaruVina!Long-Term Mgmt Plan 092904.doc 2 ST y4�. ` Its u : � ' $ Awntlodh t : tip. ^{.j••,c.�•...- c S Jin u4 .. cC6�13� ". �,• •,•. tte Alafn v r Slackhawk Project •�w'•«.tk •#�,.., J,y /site rlti 1 on MOO Of 1 ` Uon-. W. f_ ore • S#• t.' • r. .- a r• w • Y it 1r r �•v 1 '! J S • NA *' F*igureon ol the Proje LegenddrLocati d53 Project f oundsIto Braddock & Logan Intervening Properxies_..L Danville, California 1:24,000 6/18/04 1 inch equals 2 000 feet for h �e use • Sycamore Associates LLC This document provided o the sa u r . � P 2099 ML Diablo Blvd.Suite 204 of Braddock&Logan.This document 0 29000 4,OC30 � walnut Creek,CA 9459b not intended for Befall design work. 1. Feet Aerial Photos by HJW(May 2000). ., :; 925.279.0580 w w w.syrilc.cclxn :\Prois\Br otic&L an\1ntesvenin \Gra h1C5%G1StMMP\Pr `ect Site 040204.mxds* . Figure 2 Legend On--,site Conservation Easement Area 63 project Boundary N Braddock & Logan oh-s'Re Conservation AA Intervening Properties � --� Easement Area 1X7,200 6/9104 1 inch squats soo Beet Danville, California Site plan 0 600 11200 USACE JurisdicUonal Feet provided for the sole use Sycamore Associates LLCLLCWeffands This document P � 2099 Mt.Diablo Blvd.Suite 204 of Braddock&Logan.This document walnut geek,CA 94596 not intended for deta#design work. oft :-- Aerial Photos by HJW(May 2000).4 ,�+';� 925.279.05S0 www.sycltc.com S:\ProectslBradda 8 L an\Interverun 1Gra hicslGlStOn-site Conservation Easement Area 060904.mxd i 1 � ti Yy�r�:;� • r1 • i i -1 Y •I U S V fi •�I e a r:. n r' t' + • Legend - Figure 3 SpecialmStatus WildlifeOccurrences California Red-Legged FrAdjacentog On and Te Site Project boundary Braddock & Logan InterveningProperties N Danville, California 1:91000 417!04 1 inch equals 750 feet This document provided for the sole use Sycamore Associates LLC of Braddock&Logan. This document 2099 Mt.Diablo Blvd.Suite 204 0 750 1,500 9 not intended for detail design work. Walnut Creek,CA 94596 Feet Aerial Photos by HJW(May 2000).4 . � 25.279.050 ;< 1� www.sycllc.com S:\PLdects\Braddock&L an\lntervenin XGra hicslG}S\MMP\S al-Status Occurrences 040204.mxd f ` v%Uo, r r tAl s lit � .� •tom'" •,� � lmi lie air � -� �' .. ,,ate .� :� ` �► 50- Fri !rip, lit 40 Ino '! �`� IMLA,-:'.. � � ��1 11 a ---•.�Q,�_ , Art iii, wdL Now owl_— ;gg,4jr- aw I&' orIAW r i ��� � '� '''--- .•,�R�+� � I f t•i�j���i Mfr" ,� � Olt% •-. •....1 �, � 1 I •gra �.d� 1 ' i + � to ,� �•�t v ` .: ,f ter,• or li 11 - ` .\ �� tf � •�PA w 1 Hit r � 1,%As FA 8, - = 4w • • • a " . • . ' t • � iJ, �'' e«a l ' M�-'�'�' i ��+..� /'tl �►` -t' - r;o � �!Y��,t i���_ r i � �' �•• i ;�r� w.r`y. F' � i ..11 ����' . r .. � , '�± +' - �•p�'"SrY'.�`�!i'�t•S iI� ♦� ',.1� f..'t.�� �-�. •�,y�� 4. , �•��♦�,,w ikXr .F •Jf +_.�/'t �]` �• � ��` w ♦'^d f•t,ate' ' 'tet. r C_�a*o,.,�..Y.•. 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Project Sycmoxv,Associates LLC A ♦ •Blvd.Suite / Walnut Creek,CA 94596 1.1.1. Annual Administration and Oversight As part of the Consolidated Plan,annual administration of the easement areas, endowment fund and accounting will be required.It is anticipated that this will include reviewing the annual accounting for the endowment fund, and processing fees and payments rebated to long-term management of the easement areas.Additionally management of the easement will require coordination of the annual site visit to be conducted by the Habitat Monitor(appointed by Wildlife Heritage Foundation), coordination of the bullfrog eradication program,maintaining records for both the site visits and bullfrog eradication program and the record keeping and employment of adaptive management measures as they are necessary.Agency interface will be conducted as needed and may include telephone calls,email or other correspondence related to management and coordination of the conservation easement. The Wildlife Heritage Foundation will manage both the on-site and off-site conservation easement areas.The Wildlife Heritage Foundation has also agreed to manage the Wendt Ranch open space as well as the planned Alamo Creek open space areas.This will provide one comprehensive management entity for the open space areas adjacent to Alamo Creek.However, this Consolidated Plan addresses only activities related to the Intervening Properties conservation easement area. 1.1.2. Maintenance of Permanent Signage A total of eight signs pertaining to the sensitive habitat within the conservation easement were installed every 500 feet over the approximate 4,000 linear feet running between the development and the conservation easement.The signs provide information regarding general habitat value of wetlands only.The signs do not draw attention to California red- legged frog.These signs will need to be checked during the annual visits by the Habitat Monitor.The Habitat Monitor will check the integrity of the signage for damage and legibility and make a determination on replacement requirements.Itis anticipated that these signs will need to be replaced every five years.Monitoring results and replacement needs will be documented in a summary of field notes annually to provide cohesiveness in the management from year to year. 1.1.3. Bullfrog Eradication Program As part of the an-site portion of the Consolidated Plan,the Wildlife Heritage Foundation will conduct annual bullfrog eradication according to the methodology described below. The introduced bullfrog(Rana costesbeina)has been implicated in the local extirpation of California red-legged frog populations.Bullfrogs are known predators of the California red-Legged frog.However,both frog species can co-exist if bullfrog populations amain small in relation to the Califomia red-legged frog populations. Environmental conditions such as a seasonal water supply can reduce the reproductive success of bullfrogs,thereby keeping their population numbers small (Cook 1997). Bullfrogs have been found on the project site. 5:11'rojectA8raddock&LoganVnterveningWitigation P1ans\F'inal Long-Term Mgmt Plan 092904.doc 8 rt Bullfrogs are known to occur in the detention basins for the Shadow Creek and Blackhawk developments upstream of the project site,and in the Siu pond downstream of the project site(Figure 3),The detention basins and pond are likely to serve as a population source for bullfrogs and as such they pose a tiineat to Califomia red-legged frogs on site.To control bullfrog immigration and re-colonization from off-site sources, the Wildlife Heritage Foundation will conduct annual surveys to eradicate bullfrogs consisting of two nocturnal and two daytime survey visits.These surveys will continue in perpetuity. For each survey,two biologists fanifflar with the local herpetofauna will walk the length of the unnamed tributary channel equipped with Iong-handled dip nets and,during nocturnal surveys,headlamps and/or flashlights.All species encountered will be properly keyed-out and identified to species,and all observed bullfrogs and other non-native species known to compete with California red-legged frog,including Louisiana red swamp crayfish,will be disposed of properly. Bullfrog eradication efforts will be scheduled to accommodate the life history of the California red-legged frog on site.The U.S.Fish and Wildlife Service's Guidance on Site Assessment and Field Surveysfor California Red-legged Frogs(Rana aurora draytonii) (1997)recommends that protocol-level focused surveys be conducted between May 1 and November 1 to minimize"disturbance of breeding frogs,eggs,or tadpoles,"but at such a time that"frogs can be reliably detected."As such,the bullfrog eradication surveys will be scheduled to occur at either end of this window to minimize impacts to breeding California red-legged frog and/or their eggs and tadpoles.One nocturnal and one day survey will occur in October in anticipation of California red-legged frog breeding,and one nocturnal and one daytime survey will occur in May subsequent to their breeding activities. Ensuring that the Bullfrog Eradication Program is implemented annually as described will be part of the administration and oversight requirements of the Wildlife Heritage Foundation.The Wildlife Heritage Foundation will review the results of the Bullfrog Eradication Program annually to determine its effectiveness and modify accordingly. Costs associated with the Bullfrog Eradication Program have been included in the f endowment fund. 1.1.4 Trash Removal Program Periodically(not less than three times per year)the Habitat Monitor will remove accumulations of trash and other unwanted debris from both terrestrial and aquatic habitats within the on-site easement area The Habitat Monitor will also monitor for trash and unwanted debris in the off-site easement area and if it becomes a problem will work with the landowner to have it removed. 1.1.S Invasive Species Control Weed species should be controlled if they begin to threaten establishment of the natives or are invasive and have the ability to displace the natives.Innocuous,naturalized weeds SAProject"raddock&LoganVnterveningVKitigation Ptuns\Fina!Long-Term Mgmt Plan 092904.doc 9 that do not threaten native species should be ignored.Some common invasive exotics that are currently within the project area that should always be controlled include:poison hemlock(Conium maculatum),yellow-star thistle(Centaurea solstitialis),Italian thistle (Carduus pycnocephalus),mills thistle(Silybum marianum),artichoke thistle(Cynara cardunculus),prickly ox-tongue(Picris echioides),black mustard(Brassica nigra), pampas grass(Cortaderiajubata),and eucalyptus(Eucalyptus spp.). Weed seedlings can often be hand pulled,but established plants may require alternate treatments.Hand pulling of many weed species is ineffective,due to their ability to regenerate from root fragments.Invasive exotics that are allowed to establish frequently require repeated control efforts.Control efforts should always be undertaken before the weeds can bloom and set seed,but if they have begun blooming, flowers and/or seeds should be carefully bagged and legally disposed. A wide array of treatments is available to control weeds,including manual methods, mechanical methods,the application of organic hot foam or the use of a flaming device,and in some cases localized conservative application of herbicides.Mechanical,manual and alternative methods of eradication of exotic species should take precedence over chemical eradication.When needed,herbicides should be used in conjunction with physical and/or mechanical or other non-chemical methods,rather than used as the sole management tool. This integrated approach helps minimize use of herbicides in the long-term, and enhances the efficacy of the lowest-risk chemical products and formulations because they are augmented with other methods.Spot-treatments rather than broadcast sprays are preferred in order to limit or avoid impacts on non-target organisms. If chemical weed controls are employed,all applicable laws,regulations,safety precautions, and label directions must be followed.Application of any herbicide or chemical control should be conducted by a licensed pesticide applicator. Casts associated with invasive species control have been included in the endowment established for long-term management of the on-site and off-site conservation easement areas. 1.1.6. Fencing As part of the proposed Intervening Properties project,fencing will be installed along the entire length of the conservation easement for approximately 4,000 feet(Figure 6).The fencing is intended to discourage people and domestic pets from entering the conservation easement area.The Habitat Monitor will check the integrity of the fence during the annual site visit.Vinyl covered cyclone fencing will be used to separate the conservation easement from the development.While it is anticipated that overall,fencing will require replacement every 20 years,some portions of the fence may require repairs sooner than others.After the Habitat Monitor assesses the integrity of the fence, any areas requiring repair will be noted and appropriate measures will be taken to repair the fence as soon as possible. Monitoring of the fence integrity and any necessary repairs should be documented in an annual summary of field notes to provide cohesiveness in the management from year to year. S:V'rojects\8rcufdock do LoganVreterveningVKitigation PlansWinal Long-Tern Mgmt Plan 092904.dvc 10 a Lege n- d- Fi ure fi On-site Conservation Easement Project Boundary Exclusion Fencing �j con'servafion Easement Exclusion Fencing Braddock & Logan site-pian Intervening Properties �-� USACE Jurisdictional Wetlands Danville,California N - Sycamore As�vciates LLC This document provided for the sole use 1:7,200 8/5104 � � 20�Mc.Diablu Blvd.Suite 204 of Braddock 8 Logan. This document 1 inch equals 600 feet �� - Walnut Creek,CA 94596 not intended for detaft design work. 0 6pQ 1,200 925.279.o5s0 Aerial Photos by HJW(May 2000).�F ''� •� MMMMMMM�-- - ...j Feet www.4ydlc.aom SAPro cts\Braddock 8 Loan\lnterveninu\Gra2h*ics\GIS\MMP\Conservagon Easement Exclusion Fence 080504.mxd 1.1.7. Annual Habitat Monitoring In addition to the activities described above,the Habitat Monitor will walk the entire easement area annually to determine if any prohibited activities as described in the Intervening Properties Biological Opinion have occurred.Prohibited activities within the conservation easement include the following: L Construction,reconstruction or placement of any building,structure, i. billboard,seating area or sign except as expressly permitted'in the On-Site Conservation Easement or this Management Plan; 2. Watering,degradation of water quality,use of herbicides,rodenticides,or weed abatement activities;incompatible fire protection activities; inappropriate placement of storm drains,and any and all other uses not consistent with the Management Plan which may adversely affect the purposes of the On-Site Conservation Easement; 3. Depositing,discharging,dumping or accumulation of soil,trash,ashes, garbage,debris,waste,bio-solids,plant clippings or any other material except Is for as requirea tire breaks to protect the Protected Property; 4. Filling,dumping,mining,excavating,dredging,or exploring for or removing of loam,gravel,soil,rock,sand or other material on or below the surface of • the Protected Property,except as may be required by the GRAD in carrying out its duties and responsibilities; 5. Planting,introduction or dispersal of non-native or exotic plant or animal species; 6. Leveling,grading,landscaping or otherwise altering the existing topography or natural drainage of the Protected Property including building of roads, except as necessary to fulfill management responsibilities as set forth in the Management Plan and/or for the installation or maintenance of any sanitary sewer improvements,to complete construction of the Project,or to permit the GRAD to carry out the duties enumerated in On-Site Conservation Easement; 7. Removing,destroying.,or cutting of trees, shrubs,or other native vegetation, Is fireexcept as required for existing or approvea breaks,maintenance of existing foot trails or roads,activities permitted by the Conservation Easements,or not involving clearing of vegetation or soil disturbance that could cause erosion or prevention or treatment of plant disease consistent with the Management Plan; 848 Unseasonable watering or pumping of excessive water;use of fertilizers, herbicides,pesticides,biocides,or other agricultural chemicals;mosquito abatement activities;weed abatement activities;incompatible fire protection activities;and any and all other uses which may adversely affect the conservation purposes of the On-Site Conservation Easement,except as permitted by the On-Site Conservation Easement and/or this Management Plan; 90 Granting access to the land to any third party for off-road vehicle use,other than by the Contra Costa County Sheriffs Department,the San Ramon Valley Fire Protection District,or other governmental entities in the performance of their duties; SAProjects\Braddock&LoganVnterveningWifigation PlansVinal Long-Term Mgmt Plan 092904.doc 12 10. Grazing or other agricultural activity of any kind,except those grazing and/or agricultural activities authorized by this Management Plan; 11, Commercial or industrial uses,except those commercial uses that involve • grazing or a *cultur gn -al activities authorized by this Management Plan; 12. Recreational activities including,but.not limited to,horseback riding,biking, hunting,fishing,except as permitted by this Management Plan or specifically permitted under the On-Site Conservation Easement; 13. Discharging of firearms,nuisance activity or other conduct inconsistent with approved zoning for Grantor's Property;and 14. Engaging in any new manipulation,impoundment or alteration of a natural water course,body of water or water circulation on the Protected Property, and activities or uses detrimental to water quality,including but not limited to degradation or pollution of any surface or sub-surface waters. The Habitat Monitor shall walk the entire site annually to ensure none of the prohibited activities has,oris occurring on site.If,during the annual monitoring,the Habitat Monitor observes any of the prohibited activities,or evidence that a prohibited activity has occurred or is currently underway,he or she will document any problems requiring corrective action. Observations will be recorded on field notes.These observations will be analyzed and presented in the annual summary of field notes to provide cohesiveness in the management from year to year.The Habitat Monitor will also provide specific recommendations regarding corrective action to the Wildlife Heritage Foundation or landowner,whoever is appropriate under the circumstances. 1.1.8. Fire Breaks Fire breaks located along the conservation easement and the development envelope are currently maintained by the San Ramon Valley Fire Protection District.These fire breaks are the responsibility of the property owner.If the San Ramon Valley Fire Protection District ceases to maintain fire breaks,responsibility for their continued maintenance remains with the property owner and is not the responsibility of the Wildlife Heritage Foundation. 1.2 Off-Site Conservation Easement Area(Jones Property) The lack of available space and appropriate mitigation lands on the Intervening Properties project site required the acquisition of off-site mitigation lands.Mitigation land for impacts to California red-legged frog dispersallwatershed habitat and impacts to potentially suitable upland San Joaquin lcit fox habitat(Vulpes macrons mutica), federally-listed Endangered and state-listed Threatened'.was achieved through acquisition of a 180-acre conservation easement parcel referred to as the Jones Property.This acquisition was approved by the U.S.Fish and Wildlife Service as appropriate mitigation land for impacts to California red-legged frog dispersal/watershed habitat and potential impacts to suitable San Joaquin kit fox upland habitat(Figure 7).The lands have been protected in a conservation easement and are preserved in perpetuity. SAProjectABraddock&LoganVnterveningWitigation PlansWinal Long-Term Mgmt Plan 092904.doc 13 '3 Figure 7 Legend Special-Status Wildlife Occurrences -Legged Frog On and Adjacent To the Jones Property Cafifomia Red � N Braddock & Logan A San Joaquin Kit Fox 1:79,200 4/7!04 1 inch equals 1.25 miles intervening Properties Jones Property Boundary p 1.25 2. Danville, California Intervening Property Boundary I Miles Sycamore Associates LLC This document provided for the sole use 2099 Mt.Diablo Blvd_Suite?A4 of Braddock&Logan.This document waIrmc c.reek,CA 945s6 not intended fear detail design work. s'r� M-�.o� Aerra!Photos by HJW(May 2000).} �;' `"'"'"zydk.@"' AP " cts dodo 8 L 1lntery nin 1 ra hi I MP\J P eclat- tus O 4 7 The Jones Property is located approximately 2'/z miles northeast of the Intervening Properties residential development sites at the end of Finley Road off Camino Tassajara (Figure 8).Based on the vegetation communities present on site,potentially jurisdictional U.S.Army Corps of Engineers and Regional Water Quality Control Board wetlands and other waters are located on site. The site also has potential to support other special-status species including Alameda whipsnake(Masticophis lateralis euryxanthus),federally-and state-listed Threatened, A* and California tiger salamander(Ambystoma californiense),federally proposed Threatened and a California Species of Special Concern.Habitat for six additional California Species of Special Concern also occurs on site.These species include foothill yellow-legged frog(Rana boylit)Gown to be breeding on site)(Michael Brandman Associates,2001),western pond turtle(Clenunys marmorata),golden eagle(Aquila chrysaetos),Cooper's hawk(Accipiter coopen),western burrowing owl (Athene cunicularia hypugea),loggerhead shrike(Lanius ludovicwnus),and California horned lark(Ennophila alpestris actio)(Sycamore Associates,2004).Additionally,several rare plant species have potential to occur on site,thereby increasing the property's value for mitigation purposes.Long-term maintenance of the off-site area is expected to be fairly straightforward as no wetland creation or predator control will be required. The primary management goal for the Jones Property is to preserve high quality on-site habitats in their natural condition.Active management of the property in the form of habitat restoration or enhancement will not be necessary because the site will not be enhanced by the creation of wetlands,tree plantings or riparian enhancements.Due to the site conditions,invasive species and predator control programs are unnecessary and will not be implemented.Predator control,mainly bullfrog eradication,has been deemed unnecessary.Bullfrogs were not observed during the on-site biological surveys and the steep hills and fast moving streams on site render the property unsuitable for bullfrog breeding.Likewise,invasive species/exotic pest control management also was deemed unnecessary.There is no plan to enhance habitat by planting native species.Therefore, weeding will not be needed to maintain any re-vegetation efforts.Because the property will not be grazed,the high rate of exotic invasive species colonization that is usually associated with grazing is not anticipated on site.Thus,management of the site is generally limited to annual habitat monitoring.If,however,the Habitat Monitor determines that predator control or invasive species eradication is necessary to prevent the current habitat conditions from deteriorating,such programs may be implemented pursuant to the Adaptive Management Program described under Section 3.0 of this Plan. �On May 13,2003,the USFWS issued its Biological Opinion(BO)for Formal Consultation on the Proposed Intervening Properties Development,Danville,Contra Costa County,California.In that BO the US stipulated that an appropriate off-site mitigation site between 152 and 188 acres,depending on the habitat quality,would be acquired for potential impacts to California rid-legged frog and San Joaquin kit fox habitat.On August 18,2003.the US agreed to the acceptability of a 180-acre parcel known as the Jones property as mitigation for Intervening Properties. SAProjects\Braddoek do LoganVnterveningVKitigation PlansWinal Long-Term Mgmt Plan 092904.doc 15 1.2.1 Existing Conditions The Jones Property is approximately eight air miles east of Highway 680 and eight and . one-half air miles north of Highway 580 in an unincorporated portionof southern Contra Costa County.The property is located at the northern end of Finley Road,along the headwaters of Tassajara Creek.Topography on site consists of steep hillsides and canyons and ranges in elevation from 836 feet to 1,558 feet above mean sea level. Pronounced outcrops of sandstone are present at many locations within the property.The study area is bordered by public lands of the East Bay Regional Park District,and undeveloped private lands to the west and east.To the south,sparsely developed rural residential parcels are present along Finley Road.No grazing currently occurs on the property as steep terrain and minimal grassland do not provide abundant area for cattle grazing.Additionally,the landowner will live on the property and has no plans to raise or graze cattle. The dominant hydrological feature on site is Tassajara Creek,flowing north to south,as well as several unnamed tributaries.The main channel of Tassajara Creek is sharply downcut,and consists principally of exposed bedrock along with recently deposited alluvial gravel.In addition to the creek channel,three seeps are located on the property- On site,suitable California red-legged frog dispersal and refugia habitat includes riparian corridors and freshwater seeps.Thirty occurrences of California red-legged frogs have been reported within five miles of the study area;of which, 17 have been reported within three miles,and one within one mile of the study area.Along the northern portion of the study area along an east-west axis,riparian corridors characterized by patches of Central Coast riparian scrub are present.Along the margins of the lower reach of Tassajara Creek,Centra]Coast riparian scrub is characterized by discontinuous patches of red willow.The three freshwater seeps located on site consist of areas with peri anently or seasonally saturated soils supporting few to several perennial and annual herbaceous hydrophytic plant species. Although no San Joaquin kit foxes have been observed on site,the study area is geographically situated between three kit fox sightings or groups of sightings and contain potential dispersal habitat.Non-native annual grasslands,which provide potential kit fox habitat,characterize the upland slopes and knolls on site,as well as on the lands immediately south of the property.Due to the property's proximity to known San Joaquin kit fox occurrences and the presence of open non-native annual grassland habitat immediately south of property,there is potential for kit foxes to utilize the area for dispersal. Other special-status species that have the potential to occur on site include Alameda whipsnake(Masticophis lateralis.euryxanthus),federally-and state-listed Threatened, California tiger salamander(Ambystoma californiense),federally Threatened and a • California Species of Special Concern,footh*Ill yellow-legged frog(Rana boylit)(known to be breeding on site)(Michael Brandman Associates,2001),western pond turtle (Clemmys marmorata), golden eagle(Aquila chrysaetos),Cooper's hawk(Accipiter cooperi),western burrowing owl(Athene cunicularia hypugea),loggerhead shrike SAProjects\Braddock&LoganVnrervening\Mitigation PlansWinal Long-Term Mgmt Plan 092904.doc 16 r (Lanius ludovicianus),and California horned lark(Ermophila alpestris actio)(Sycamore Associates,2004).Additionally,several rare plant species have potential to occur on site. The easement holder,Wildlife Heritage Foundation,may implement strategies to further encourage special status plants or wildlife under the Adaptive Management provision, below. 1.2.2. Annual Administration and Oversight Similar to the on-site easement area,as part of the Consolidated Plan,annual administration of the easement area,endowment fund and accounting will be required.It is anticipated that this will include reviewing the annual accounting for the endowment fund,and processing fees and payments related to long-term management of the easement areas. Additionally,management of the easement will require coordination of the annual site visit to be conducted by the Habitat Monitor,maintaining records for site visits and the record keeping and employment of adaptive management measures as they are necessary.Agency interface will be conducted as needed and may include telephone calls,email or other correspondence related to management and coordination of the conservation easement. As stated above,the Wildlife Heritage Foundation will manage both the on-site and off- site conservation easement areas. SAProject.ABraddoek&LogaWnterveningWitigatioR P1ansVinal Long-Term Mgmt Plan 092904.doc 17 ,4 ,•r r `r.L TtX�i��-t""t'.i.-, `+..`+" ,•r r �, '- Kf}i t'".{'� ,�J,�,( *t '; aTt$y �'j1 a , .t}';. t a .• _ J,�` `• ��, `.�\�;,t•fr �k�*i �,����{jykrA, ••tr ., y7`�,,.'�:* ,- r , ;••74jj�•��''°•T �,i.t .'i+'Y _ft+}��,`�k .t�-c xr t S.`'" ^r �Y� d's`, .� ��.*,.t .r, ' . 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Fire Breaks Fire breaks are located along existing[dirt/all weather gravel]roadways throughout the ]ones site.Many of the roadways are easily seen in the aerial photograph attached as Figure 8.However,portions of the roadways are located below the tree canopy and cannot be easily viewed in the aerial photograph,but fire breaks along these areas will be maintained as well. Fire breaks are currently maintained by the San Ramon Valley Fine Protection District and are the responsibility of the property owner.ff the San Ramon Valley Fire Protection District ceases to maintain fire breaks,responsibility for their continued maintenance remains with the property owner and is not the responsibility of the Wildlife Heritage Foundation. 1.2.4. Annual Habitat Monitoring Long-term monitoring will commence once the initial five-year monitoring period is completed.Annual monitoring as described below will be funded through the endowment fund.The Wildlife Heritage Foundation will appoint and ensure a qualified Habitat Monitor walks the site annually using the monuments erected at each turn of the easement area as shot using a GPS coordinate system to determine if any prohibited activities as described in the Intervening Properties Biological Opinion are occurring.These activities include the following: 1. Construction,reconstruction or placement of any building,structure, billboard,seating area or sign except as expressly permitted in the Jones Property Conservation Easement or in this Management Plan; 2. Watering,degradation of water quality,use of herbicides,rodenticides,or weed abatement activities;incompatible fire protection activities; inappropriate placement of storm drains,and any and all other uses not consistent with this Management Plan which may adversely affect the purposes of the Jones Conservation Easement; 3. Depositing,discharging,dumping or accumulation of soil,trash,ashes, garbage,debris,waste,bio-solids,plant clippings or any other material except as required for fire breaks to protect the Protected Property; 4. Filling,dumping,mining,excavating,dredging,or exploring for or removing of loam,gravel,soil,rock,sand or other material on or below the surface of the Protected Property; 5. Planting,introduction or dispersal of non-native or exotic plant or animal species; 6. Leveling,grading,landscaping or otherwise altering the existing topography or natural drainage of the Protected Property including building of roads, except as necessary to fulfill management responsibilities as set forth in this Management PIan; 7. Removing,destroying,or cutting of trees,shrubs,or other native vegetation, except as required for existing or approved fire breaks,maintenance of existing foot trails or roads,activities permitted by Paragraph 5 of this Easement,or not involving clearing of vegetation or soil disturbance that SAProject-ABraddock&LoganVnterveningWlitigation PlansVinal Long-Term Mgmt Plan 092904.doc 19 could cause erosion or prevention or treatment of plant disease consistent with this Management Plan; 8. Unseasonable watering or pumping of excessive water;use of fertilizers, herbicides,pesticides,biocides,or other agricultural chemicals;mosquito abatement activities;weed abatement activities;incompatible fire protection activities;and any and all other uses which may adversely affect the conservation purposes of the Jones Conservation Easement,except as permitted by the Jones Conservation Easement and/or this Management Plan; 9. Granting access to the land to any third party for off-road use,other than by the Contra Costa County Sheriff's Department,the San Ramon galley Fire Protection District,or other governmental entities in the performance of their duties; 10. Grazing or other agricultural activity of any kind,except those grazing and/or agricultural activities authorized by this Management Plan; 11. Commercial or Industria!uses,except those commercial uses that involve grazing or agricultural activities authorized by this Management Plan; 12. Recreational activities including,but not limited to,horseback riding,biking, hunting or fishing,except as permitted under this Management Plan or specifically permitted under the Jones Conservation Easement; 13. Discharging of firearms,nuisance activity or other conduct inconsistent with approved zoning for Grantor's Property;and 14. Engaging in any new manipulation,impoundment or alteration of any natural water course,body of water or water circulation on the Protected Property, and activities or uses detrimental to water quality,including but not limited to degradation or pollution of any surface or sub-surface waters. The Habitat Monitor shall walk the entire site annually using the monuments erected at each turn of the easement boundary as located using a GPS coordinate system to ensure that none of the prohibited activities has,or is occurring on site.If,during the annual monitoring,the Habitat Monitor observes any of the prohibited activities,or evidence that a prohibited activity has occurred or is currently underway,he or she will document any problems. requiring corrective action.Observations will be recorded on field notes.Observations will be analyzed and presented in the annual summary of field notes to provide cohesiveness in the management from year to year.The Habitat Monitor will also provide specific recommendations regarding corrective action to the conservation easement holder or landowner,whoever is appropriate under the circumstances. 2.0 ENDOWMENT FUND An endowment fund agreed upon by the Wildlife Heritage Foundation and the project proponent has been established for both the on-site and off-site conservation easement areas.This endowment fundis intended to provide adequate funds to carry out the management activities described in the Consolidated Plan in perpetuity. A copy of the Endowment Cost Table showing an accounting of anticipated costs is located under Appendix A. As part of the annual administration,all activities relating to the management of the endowment fund will be conducted.This includes invoicing of all SAProjectABrculdock do LoganVnterveningWlitigation PlansVireal Long-Terni Mgmt Plan 092904.doc 20 maintenance and management activities to the fund,accounting and proper record keeping,coordination of the Bullfrog Eradication Program,Trash Removal Program, invasive species removal and processing of any fees or transactions as necessary. Activities related to the endowment fund will be the responsibility of the Wildlife Heritage Foundation. 3.0 ADAPTIVE MANAGEMENT Unlike long-term management of the on-site conservation easement area, active weeding ` of exotic invasive species and bullfrog eradication are not currently considered necessary to maintain habitat quality on the Jones Property.As discussed above,weeding is currently not necessary to maintain any re-vegetation on the Jones Property,and because the Jones Property will not be grazed,itis unlikely that exotic invasive species will colonize on the site.Furthermore,the lack of bullfrog occurrence or suitable bullfrog breeding habitat on the Jones Property eliminates a current or foreseeable need for a bullfrog eradication program.However,these activities may become necessary if , conditions on Jones Property change and will be implemented under the adaptive management approach. Monitoring is the underpinning of adaptive management.Tracking of the mitigation site allows for timely remedial actions to be implemented.Decisions and suitable changes to the long-term management strategies can be implemented as deemed necessary by the rt Habitat Monitor and the Wildlife Heritage Foundation in order to ensure the continued success of the habitats in the conservation easement areas.Adaptive management techniques that may be used include,but are not necessarily limited to the following: • Gazing of both the on-site and off-site areas as may become necessary over time to maintain health of grassland areas.Implementation of grazing will comply with any applicable local ordinances; • Control of animals such as beavers and muskrats that are considered a potential threat to wetland areas. Animal damage control will be undertaken in accordance with any applicable regulatory requirements; � Control of invasive exotic plant and animal species as may become necessary; The Wildlife Heritage Foundation may implement strategies that encourage the colonization of special status species or Species of Special Concern on the Jones Conservation Easement. SAProjects\8raddock&LogaMInterveningWitigosion PlansWinal Long-Term Mgmt Plan 092904.doc 21 4.0 REFERENCES Cook,D. 1997.Biology of the California red-legged frog: a synopsis.In M.Morrison (ed.), 1997 Transactions of the Western Section of the Wildlife Society(33): pg 79- 82, Michael Brandman Associates 2001. Assessment of Biological Resources for 3100-3101 Finley Road'1'hree Lot Subdivision(APN 204-130-001,Contra Costa County, California,November 20. Sycamore Associates,LLC,2004.Wetland and Special-Status Species Mitigation and Monitoring Plan for the Intervening Properties,Danville,Contra Costa County,CA. Apri126. US Fish and Wildlife Service(USFWS). 1997.Guidance on Site Assessment and Field Surveys for California Red-legged Frogs(Rana aurora draytonii). Sacramento Field Office.February. SAProjecrs\Braddock&LoganVnierveningWitigation PlansWinal Long-Term Mgmt Plan 092904.doc 22 EDIT "C" MAP AND LEGAL DESCRII'TIONS OF CONTRA COSTA CENTRAL SANITATION DISTRICT SANITARY SEWER EASEMENT RECORDING REQUESTED BY CENTRAL CONTRA COSTA SANITARY DISTRICT AFTER RECORDING RETURN TO CENTRAL CONTRA COSTA SANITARY DISTRICT ENVIRONMENTAL SERVICES DIVISION 5019 IMHOFF PLACE MARTINEZ, CA 94553-4392 Job No. 5436 Parcel No. 4 AP N 206-220-004 GRANT OF IRREVOCABLE OFFER OF DEDICATION -- SEWER PURPOSES For good and valuable consideration, Braddock and Logan Group 11 LLC,a California limited liability corporation, (hereinafter"Owner), being the present title owner of record of the parcel of land described in Exhibit"A"(written legal description),attached hereto and by this reference made a part hereof, does hereby make an irrevocable offer of dedication to the Central Contra Costa Sanitary District(hereinafter,"District"),a special district of the State of California, and its successors rs or assigns,of an exclusive subsurface easement and nonexclusive surface easement(characterized as an easement in gross for all purposes of this dedication),for the right to construct, reconstruct renew, alter,operate,maintain, replace(with the initial or any other size)and repair such sewer line or lines as the District shall from time to time elect for conveying sewage, and all necessary maintenance access structures,,laterals and appurtenances thereto,over and Within such easement area as is described in said Exhibit"N and shown on Exhibit"B" (plat),attached hereto, together With the free right of ingress, egress and emergency access to said easement over and across the remaining portion of the Owner's property, provided that said rights of ingress,,egress and emergency access shall be limited to established roadways, pathways,avenues or other routes to the extent possible and as reasonably necessary for the proper use of the rights granted herein. This offer of dedication also includes the right to clear obstructions and vegetation from the easement as may be required for the proper use of the other rights granted herein. The Owner reserves the right to: 1)grant a coincident'perpetual conservation easement"so long as said conservation easement does not unreasonably restrict the easement rights granted to CCCSD herein; and 2)to landscape or make such other use of the lands included within the easement as is consistent with CCCSD's use. Such use by the Owner, however, shall not include the planting of trees or construction of permanent structures, including but not limited to houses, garages,outbuildings, swimming pools, tennis courts, retaining walls, decks, patios, or other concrete architectural structures within or over the easement,or any other activity which may interfere with CCCSD's full enjoyment of the easement rights granted herein. Maintenance access structures (manholes, rodding inlets, etc.)constructed within the easement shall not be covered by earth or other material and shall remain in an exposed and accessible condition at all times for routine and/or emergency maintenance that may be deemed necessary by the District from time to time. U-.\Fomisti.O.O."skiOD-ExOwner.Braddock&Logan Par 4.doc Irrevocable Offer of Dedication-Sewer Purposes APN 206-220-004 Page 2 of 2 Itis understood and agreed that the District, and its successors or assigns,shall incur no liability With respect to such offer of dedication,and shall not assume any responsibility for the offered easement,or any improvements thereon or therein, until such offer has been accepted by appropriate action of the Board of Directors of the District,or its successors or assigns. Further, itis understood and agreed that the Owner shall indemnify,save and hold harmjess the District for any costs or liability incurred by the District with respect to the easement in gross described herein,prior to the formal acceptance of said easement by the Board of Directors of the District. The provisions of this irrevocable offer shall inure to the benefit of and be binding upon the heirs, successors, assigns, and personal representafives of the respective parties. In Witness whereof,these parties have executed this instrument this day of 92014 BRADDOCK AND LOGAN GROUP 11 CENTRAL CONTRA COSTA SANITARY DISTRICT County of Contra Costa, State of California By: By Signature General Manager or Designee Print Name Title By: Signature Print Name Title "ATTACH NOTARY STATEMENT(S)'" U..\Foffns\[.O.D."skIOD-ExOvvner.Braddock&Logan Par 4.doc CCCSD Job No. 5436 Parcel No. 4 APN 206-220-004 EXHIBIT 'A" LEGAL DESCRIPTION PERMANENT SANITARY SEWER EASEMENT A PORTION OF LOT 4 AS SHOWN ON THE MAP OF SUBDIVISION 5417 FILED DECEMBER 17, 1979, IN BOOK 233 OF MAPS AT PAGE 4$, CONTRA COSTA COUNTY RECORDS, DESCRIBED AS FOLLOWS: A STRIP OF LAND, BEING 4.572 METERS WIDE, LYING 2.286 METERS ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 4; THENCE FROM SAID POINT OF COMMENCEMENT ALONG THE SOUTH LINE OF SAID LOT 4 NORTH 89'001'1 7" WEST 111.809 METERS TO THE TRUE POINT OF BEGINNING SAID TRUE POINT OF BE-GINNING BEING THE BEGINNING OF ANON-TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 100.00 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 11°17'46" WEST; THENCE FROM SAID TRUE POINT OF BEGINNING LEAVING SAID SOUTH LINE EASTERLY ALONG THE ARC OF SAID CURVE 21.423 METERS THROUGH A CENTRAL ANGLE OF 12°16'28"; THENCE SOUTH 89'01'17" EAST 67.954 METERS; THENCE NORTH 28034"40"' EAST 60.333 METERS TO THE.NORTHERLY LINE OF SAID LOT 4. ATTACHED HERETO IS A PLAT ENTITLED EXHIBIT "B" AND BY THIS REFERENCE MADE A PART HEREOF, NO Qe4 cy s wn� . joip NO. 7263,- � CENTRAL CONTRA COSTA SANITARY DISTRICT . RIGHT of WAY MAP for S W E XH I E31 T ,B,. AM ♦ f a • a� h. D "N .o •� a� a ,, , vSw J fov P.O.C. 14Q *46 �'¢ �,• ago ch i PARCEL C. B RA DD0CK LOGAN h3:: 99 pm �., f j 5 8 9-0 1'17"E °p ' J 67.95�4m o LOT 4 w co �, - z SUBD #7 . . ?33 M 4a 4.572m--o-4 A=12 16 29 � R 00.000m I j•• • 7• •• •' ••is •""a w♦ 46 P.0.F3. - 3 z NO. � 1 • i 213;1 t.'4 f DRAWN 8Y CHECKED BY THOMAS BRO. JOB: J.M. D.D. 103 C 1 5436 METRIC SCALE: DA TE . ,a tw.ASSM T.NO. PARCEL: 1: 1000 05-11-04 �'•. 2C}f --220--004 4 F:\OCA_DWC\98104 3\rM\98430Ft S.DwC 2315-1/94 Al TrFRNATIVF No. 4 RECORDING REQUESTED BY CENTRAL.CONTRA COSTA SANITARY DISTRICT AFTER RECORDING RETURN TO CENTRAL CONTRA COSTA SANITARY DISTRICT ENVIRONMENTAL SERVICES DIVISION 5019 IMHOFF PLACE MARTINEZ, CA 94553-4392 Job No. 5436 Parcel No. 5 APN 206-220-003 GRANT aF IRREVOCABLE OFFER OF DEDICATION -- SEWER PURPOSES For good and valuable consideration,Tassajara Meadows,a General Partnership, (hereinafter"Owner"), being the present title owner of record of the parcel of land described in Exhibit"A"(written legal description), attached hereto and by this reference made a part hereof, does hereby make an irrevocable offer of dedication to the Central Contra Costa Sanitary District(hereinafter"District"), a special district of the State of California,and its successors or assigns,of an exclusive subsurface easement and nonexclusive surface easement (characterized as an easement in gross for all purposes of this dedication),for the right to construct, reconstruct, renew, alter,operate, 'maintain, replace (with the initial or any other size) and repair such sewer line or lines as the District shall from time to time elect for conveying sewage, and all necessary maintenance access structures, laterals and appurtenances thereto, over and within such easement area as is described in said Exhibit"A"and shown on Exhibit "B"(plat),, attached hereto,, together with the free right of ingress,egress and emergency access to said easement over and across the remaining portion of the Owner's property, provided that said rights of ingress, egress and emergency access shall be limited to established roadways, pathways, avenues or other routes to the extent possible and as reasonably necessary for the proper use of the rights granted herein. This offer of dedication also includes the right to clear obstructions and vegetation from the easement as*may be required for the proper use of the other rights granted herein. The Owner reserves the right to: 1)grant a coincident"perpetual conservation easernentoll so long as said conservation easement does not unreasonably restrict the easement rights granted to CCCSD herein; and 2)to landscape or make such other use of the lands included within the easement as is consistent with CCCSD's use. Such use by the Owner, however, shall not include the planting of trees or construction of permanent structures, including but not limited to houses,garages, outbuildings, swimming pools, tennis courts,, retaining walls, decks, patios, or other concrete architectural structures within or over the easement, or any other activity which may interfere with CCCSD's full enjoyment of the easement rights granted herein. Maintenance access structures (manholes, rodding inlets, etc.)constructed within the easement shall not be covered by earth or other material and shall remain in an exposed and accessible condition at all times for routine and/or emergency maintenance that may be deemed necessary by the District from time to time. U.\Forms\I.O.D."s\IOU-ExOmmer.Tassaiara.dot Irrevocable Offer of Dedication—Sewer Purposes APN 206-229-003 Page 2 of 2 It is understood and agreed that the District,and its successors or assigns, shall incur no liability with respect to such offer of dedication,and shay not assume any responsibility for the offered easement,or any improvements thereon or therein,until such offer has been accepted by appropriate action of the Board of Directors of the District,or its successors or assigns. Further, it is understood and agreed that the Owner shall indemnify, save and hold harmless the District for any costs or liability incurred by the District with respect to the easement in gross described herein. prior to the formal acceptance of said easement by the Board of Directors of the District. The provisions of this irrevocable offer shall inure to the benefit of and be binding upon the heirs, successors,assigns, and personal representatives of the respective parties, In witness whereof, these parties have executed this instrument this day of , 20 TASSAJARA MEADOWS, CENTRAL CONTRA COSTA a General Partnership SANITARY DISTRICT County of Contra Costa, State of California By: By Signature General Manager or Designee Print Name Title By: Signature Print Name Title "ATTACH NOTARY STATEMENT(S)II U:kForms\1.0.0.'s1I0D-ExOwner.Tassajara.doc CCCSD Job No. 5436 Parcel No.5 APN 206-220-003 EXHIBIT "A" LEGAL DESCRIPTION PERMANENT SANITARY SEWER EASEMENT A PORTION OF LOT 3 AS SHOWN ON THE MAP OF SUBDIVISION 5417 FILED DECEMBER 17, 1979, IN BOOK 233 OF MAPS AT PAGE SIB, CONTRA COSTA COUNTY RECORDS , DESCRIBED AS FOLLOWS: A STRIP OF LAND, BEING 4.572 METERS WIDE, LYING 2.286 METERS ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE. MOST SOUTHERLY CORNER OF SAID LOT 3; THENCE FROM SAID POINT Of- COMMENCEMENT ALONG THE SOUTHWESTERLY LINE OF SAID LOT 3 NORTH 46°10'47" WEST 25.335 METERS TO THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING LEAVING SAID- SOUTHWESTERLY LINE NORTH 28034'40"- EAST 11.941 METERS; THENCE NORTH 55018"47"' EAST 51.393 METERS; THENCE NORTH 32°49'40" EAST 72.637 METERS; THENCE NORTH 00°12'44" WEST 88.969 METERS; THENCE NORTH 32°49'40" EAST 109.491 METERS TO THE NORTHERLY LINE OF SAID LOT 3. ATTACHES HERETO IS A PLAT ENTITLED EXHIBIT "B" AND BY THIS' REFERENCE MADE A PART HEREOF. NO g�9` G,�aS�g M. tyfgy Ft0 NO.7263 04 tzt3i SlATfOF CA��F��a\ CENTRAL CONTRA COSTA SANITARY DISTRICT RIGHT of WAY MAP for SEWER EXHIE31T "B-1" Aft :Air N W s. V)U I Z � �� � S� .Q �4 40cn iJ r 3� h.\`tiF�cc Iry ISO � \ \� 94o F 3��9 ~ .J 9 TASSAJARA MEADOWS 4Y L OT .3 SUBD 5417 4L M A r323F M �k���c�Ill• F�.Q�C,�O�� N 28-34-tm �r t NO. 726�- J-3i S 0 F SHEET t OF 2 DRAWN BY CHECKED 8Y THOMAS BRO. JOB J.M. D.O. 103 C 1 15436 METRIC SCALE: DATE CO.ASSUT.NO. PARCEL 1: 1000 01-25-00 206- 220-003 5 F \GCS_DwG\981043\i►A%,98030fFS.OwC 2315-1/94 CENTRAL CONTRA COSTA SANITARY DISTRICT RIGH of WAY MAP for S W R EXHIBIT t8--2## t 10 -99�g_ lb 0.9 p SII► . 10. it . Iry v ry TrjASSOUARA MEADDWS LOJ* 3233 -M 48 V) :z I- SUBD 514 17 < W 88.969m(T) .72 U-) w NO.7263 t • SHEET 2 OF 2 DRAWN BY CHECKED BY THOMAS BRO. JOB ..M. D.D. 103 C 1 5436 METRIC SCALE: DATE CO.ASSMT.NO. PARCEL 1: 1 000 01-25-_.00 206-220-003 F-DCA-DW:\981043\984 30FFS.OwG' _ 31 /94 RECORDING REQUESTED BY CENTRAL CONTRA COSTA SANITARY DISTRICT AFTER RECORDING RETURN TO CENTRAL CONTRA COSTA SANITARY DISTRICT ENVIRONMENTAL SERVICES DIVISION 5019 IMHOFF PLACE MARTINEZ, CA 94553-4392 Job No. 5436 Parcel No. 6 APN 206-220-002 GRANT OF IRREVOCABLE OFFER OF DEDICATION -- SEWER PURPOSES For good and valuable consideration, Braddock and Logan Group 11 LLC, a California limited liability corporation, (hereinafter"Owner"), being the present title owner of record of the parcel of land described in Exhibit"A7(written legal description), attached hereto and by this reference • made a part hereof,does hereby make an irrevocable offer of dedication to the Central Contra o- Costa Sanitary District(hereinafter"District"), a special district of the State of California, and its successors or assigns, of an exclusive subsurface easement and nonexclusive surface easement(characterized as an easement in gross for all purposes of this dedication),for the right to construct, reconstruct, renew,alter,operate, maintain, replace(with the initial or any other size)and repair such sewer line or times as the District shall from time to time elect for conveying sewage, and all necessary maintenance access structures, laterals and appurtenances thereto,over and within such easement area as is described in said Exhibit"A" and shown on Exhibit"B" (plat), attached hereto,together with the free right of ingress, egress and emergency access to said easement over and across the remaining portion of the Owner's property, provided that said rights of ingress, egress and emergency access shall be limited to established roadways, pathways, avenues or other routes to the extent possible and as reasonably necessary for the proper use of the rights granted herein. This offer of dedication also includes the right to clear obstructions and vegetation from the easement as may be required for the proper use of the other rights granted herein. The Owner reserves the right to: 1 grant a coincident'perpetual conservation easement"so long as said conservation easement does not unreasonably restrict the easement rights granted to CCCSD herein;and 2)to landscape or make such other use of the lands included within the easement as is consistent with CCCSD's use. Such use by the Owner, however, shall not include the planting of trees or construction of permanent structures, including but not limited to houses, garages, outbuildings,swimming pools,tennis courts, retaining walls, decks, patios, or other concrete architectural structures Within or over the easement, or any other activity which may interfere with CCCSD's full enjoyment of the easement rights granted herein. Maintenance access structures (manholes, rodding inlets,.etc.} constructed within the easement shall not be covered by earth or other matedal and shall remain in an exposed and accessible condition at all times for routine and/or emergency maintenance that may be deemed necessary by the District from time to time. LJ:Nf:offns\J.O.D.*s\IOD-ExOwner.Braddock&Logan Par 6.doc Irrevocable Offer of Dedication—Sewer Purposes APN 206-220-002 Page 2 of 2 It is understood and agreed that the District, and its successors or assigns, shall incur no liability with respect to such offer of dedication,and shall not assume any responsibility for the offered easement, or any improvements thereon or therein, unit such offer has been, accepted by appropriate action of the' Board of Directors of the District, or its successors or assigns. Further, it is understood and agreed that the Owner shall indemnify,save and hold.harmless the District for any costs or liability incurred by the District with respect to the easement in gross described herein, prior to the formal acceptance of said easement by the Board of DirectoFs of the District. The provisions of this irrevocable offer shall inure to the benefit of and be binding upon the heirs, successors, assigns, and personal representatives of the respective parties. In Witness whereof, these parties have executed this instrument this day of .2 20 1P BRADDOCK AND LOGAN GROUP 11 CENTRAL CONTRA COSTA SANITARY DISTRICT County of Contra Costa, State of California By: By Signature General Manager or Designee Print Name Me By: Signature Print Name Title "ATTACH NOTARY STATEMENT(S)" U-.kForms\I-O-D.'s1iOD-ExOmmer.i3raddock&Logan Par 6.doc CCCSD Job No. 5436 Parcel No.6 APN 206-220-002 EXHIBIT 44A" LEGAL DESCRIPTION PERMANENT SANITARY SEWER EASEMENT A PORTION OF LOT 2 AS SHOWN ON THE MAP OF SUBDIVISION 5417 FILED DECEMBER 17, 1979, IN BOOK 233 OF MAPS AT PAGE 48, CONTRA COSTA COUNTY RECORDS, DESCRIBED AS FOLLOWS: A STRIP OF LAND, BEING 4.572 METERS WIDE, LYING 2.286 METERS ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE MOST SOUTHERLY CORNER OF SAID LOT 2; THENCE FROM SAID POINT OF COMMENCEMENT ALONG THE SOUTHWESTERLY LINE OF SAID LOT 2 NORTH 57010'20" WEST 54.608 METERS TO THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING LEAVING SAID SOUTHWESTERLY LINE NORTH 32049'40" EAST 58.437 METERS; THENCE NORTH 58022'2419 EAST 58.568 METERS TO THE EASTERLY LINE OF SAID LOT 2. ATTACHED HERETO IS A PLAT ENTITLED EXHIBIT "B" AND BY THIS REFERENCE MADE A PART HEREOF. V``ryl�MN ��YCF�o9 �Q Z NO. 7263 Eq. izl3il� �,Q CENTRAL CONTRA COSTA SANITARY DISTRICT RIGH of WAY MAP for S W ;x EXHIBIT B SNA- C L /NDU&c; r — R/r RANr--,- t if t■ �/H SuBr-) ('v 10-275,- 10-28 23 M 48 9 10 00. 1 ` 1 1� 4.572m WIDE P.O.C. N 58'022424" E 58.568m 1 1 SEVER EASEMENT �t EASEMENT AREA = 535 sq. m.± N 32'49'40.. E • 58.437m �► DOSSEY �de�y P.O.B. ` LUT P ry SURD 5A 17 ?3 M A� of L OT 3 r . ..VAN.D.911, S U D"D 5A 17 2 M A rg 33 4 NO.7263 t� Ole DRAWN BY CHECKED BY T140MAS BRO. JOR J- - 103 C 1 5436 METRIC SCALE.- DATE CO.ASSMT.NO. PARCEL 17 1000 €1--23-03 206--220--002 6 f\Dr A_DWi.\98104 3\f \984 3O FS.DWC 2315-1/94 E�I��A RgEMEN� �NpOW ,2_ PERPETUAL CONSERVATION EASEMENT ENDOWMENT AGREEMENT This Perpetual Conservation Easement Endowment Agreement("Agreement")is i made and entered'into on.August 12 2004(the"Effective Date")by and between Contra Costa Real Estate Investors("Founding Contributor")and Wildlife Heritage Foundation ("Foundation"). WITNESSETH: WHEREAS, Founding Contributor desires to have established in the Foundation an endowment fund designated"Intervening Properties Endowment Fund", WHEREAS,Foundation is anon-profit California corporation exempt from taxation under Internal Revenue Code("Code")section 501(c)(3). a public charity described in section 170(b)(1)(A}(iv)of the Code.,and accordingly.an appropriate institution within which to establish such a conservation easement endowment WHEREAS,this Agreement is being executed and delivered pursuant to the Biological Opinion for Intervening Properties Development(1-1-02-.:F-0022)dated as of May 13,2003 and prepared by the United States Fish and Wildlife Service("USFWS") pursuant to Section 7 of the Federal Endangered Species Act, and as authorized in a permit issued in connection with the development of the Intervening Properties project pursuant to Section 404 of the Clean Water Act(U.S.Army Corps of Engineers File No. 245285), a water quality certification issued by the California Regional Water Quality Control Board Central Coast Region("RWQCB") (RWQCB File No. 211 8.03)and Lake or Streambed Alteration Agreement(Notification No. 1600-2004-279-3)issued by the California Department of Fish and Game("CDFG")pursuant to Section 1602 of the California Fish and Game Code,whereby certain conservation requirements will be satisfied through establishment of the Intervening Properties Endowment Fund'. WHEREAS,Founding Contributor intends to grant to Foundation perpetual conservation easements pursuant to section 815 of the California Civil Code conserving approximately 27 acres of land located adjacent to the Intervening Properties project and approximately 155 acres of land commonly known as the"Jones parcel" (collectively, the "Conservation Easements"),, WHEREAS, Foundation is anon-profit California corporation authorized to hold the Conservation Easements pursuant to section 815.3 of the California Civil Code, WHEREAS, Sycamore Associates LLC prepared a"Longo-Term Consolidated Management Plan For The Intervening Properties Conservation Easement Areas" dated August 2004("Management Plan")which is attached hereto as Exhibit Al that provides for the perpetual conservation of the property subject to the Conservation Easements, WHEREAS,the primary purpose of the Intervening Properties Endowment Fund shall be to fund the long-term management and monitoring activities described in the Management Plan, WF-IEREAS,Foundation has determined that an endowment in the amount of Two Hundred Thirty Three Thousand Two Hundred Eighty Five Dollars($233,285)Will provide adequate funding for carrying out the long-tern management and monitoring activities described in the Management Plan,and to pay for reasonable administrative costs and fees that Foundation may incur in implementing the Management Plan, and *see WHEREAS, Foundation is witting and able to create and control the Intervening 40.0 Properties Endowment Fund, subject to the terms and conditions set forth in this Agreement; NOW THEREFORE, Foundation and Founding Contributor agree as follows: 1. Establishment of Endowment Fund. There is hereby established in the Foundation, and as a part thereof, a fund designated the"Intervening Properties Endowment Fund"(the"Fund")to receive contributions in the a' form of money, and to administer the same. 2. Purpose. The primary purpose of the Fund shall be to fund the activities - described in the Management Plan. 3. Funding. The Founding Contributor shall transfer to the Foundation the amount of Two Hundred TKuty Three Thousand Two Hundred Eighty Five Dollars($233,285)upon the recordation of the Conservation Easements, which shall be recorded no later than immediately following approval of the form of the Conservation Easements by the USFWS,CDFG and RWQCB. The roundation has the discretion to accept additional funds acceptable to the Foundation from time to time from Founding Contributor and from other individuals, public and private entities,and other sources to be added to the Fund, all subject to the provisions hereof. All grants,bequests and devises to the Fund shall be irrevocable once accepted by the Foundation. 4. Distribution. The annual earnings allocable to the Fund, net of the fees and expenses reasonably incurred by Foundation shall be committed,granted or expended solely for the purposes described in the Management Plan. No distribution shall be made from the Fund to any'Individual or entity if such distribution will in the judgment of Foundation Jeopardize the Foundation's tax,exempt status. It is intended by the foregoing that at the time a distribution in made from the Fund, the distribution is being made for the purposes described in the Management Plan. 5. Assignment.. If Foundation ceases to be a qualified charitable organization or if Foundation proposes to dissolve, this Agreement and the Fund may be transferred or assigned by Foundation. Foundation may assign or transfer its respective rights and obligations under this Agreement only to an organization that: (i) is approved by USFWS; (ii) is a public agency or a qualified organization at the time of transfer under section 170(h)of the Internal Revenue Code of IN 4P 1 954, as amended(or any successor provision then applicable}, and the applicable regulations promulgated thereunder; (iii) is authorized to acquire and hold conservation easements under California Civil Code section 815 et (or any successor provision then applicable);and (iv) agrees in writing to fulfill the Management Plan. 6. Administrative Provisions. Notwithstanding anything herein to the contrary, Foundation shall hold the Fund, and all contributions to the Fund, subject to the provisions of the applicable California laws, and the Foundation's Articles of Incorporation and Bylaws. The Board shall monitor the distribution of the Fund,, and shall have all powers of modification and removal specified in the United States Treasury Regulations section 1.170A-9(e){1Upon request by the Founding Contributor,Foundation will provide Founding Contributor with a copy of the annual examination of the finances of the Foundation as reported upon by independent certified accountants. 7. Conditions for Acceptance of Funds. Foundation shall not be responsible for any management or stewardship activities that are not contained in the Management Plan. However, if in Foundation's judgment, additional or other • management or stewardship activities will promote the conservation purposes of the Management Plan or Conservation Easements,Foundation may, in its t Funds sole discretion, expeno for those activities. 8. Not a Separate Trust. The Fund shall be a component part of Foundation. All money and property in the Fund shall be held as general assets of Foundation and not segregated as trust property of a separate trust. 9. Accounting. The receipts and disbursements of this Fund shall be accounted for separately and apart from those of the other conservation endowment funds of the Foundation. 10. Investment of Funds. Foundation shall have all powers necessary or in its sole discretion desirable to carry out the purposes of the Fund, including, but not limited to,the power to retain, invest and reinvest the Fund and the power to commingle the assets of the Fund with those of other funds for investment purposes. 1 1. Costs of the Fund. It is understood and agreed that the Fund shall share a fair portion of the total investment and administrative costs of Foundation. Those costs annually charged against the Fund shall be determined in accordance with the then current fee schedules adopted by Foundation as applicable to funds of this type. 12.Definitions and Construction. a. As used in this Agreement: i. A"qualified charitable conservation organization" means an organization described in section 501(c)(33)and which is other than a private foundation under section 509(a)of the Internal Revenue Code. ii. References to any provision of the Internal Revenue Code shall be deemed references to the U.S. Internal Revenue Code of 1986 as the same may be amended from time to time and the corresponding provision of any future U.S. Internal Revenue Code. iii. Itis intended that the Fund shall be a component part of the Foundation and that nothing in this Agreement shall affect the status of Foundation as an entity which is a qualified charitable conservation organization This Agreement shall be interpreted in a manner consistent with the foregoing intention and so as to conform to the requirements of the Internal Revenue Code and any regulations issued pursuant thereto applicable to the intended status of Foundation. I IN WITNESS WHEREOF,the Founding Contributor has executed this Agreement and the Foundation has caused this Agreement to be approved by its Board of Directors and to be executed by a duly authorized officer, all as of the Effective Date. WILDLIFE HERITAGE CONTRA COSTA REAL ESTATE FOUNDATION IlNV19STORS I By: Riley Swift B Its: President EAGEO INCORPORATED APPENDIX D Perpetual Conservation Easement Wendt Ranch, Shapell Industries, Inc. and Wildlife Heritage Foundation 4063.1.050.01 May 10, 2005 Revised May 24, 2005 1z-un-u4 t rcamt i rot Merican L.L.J. F UUZ/U4U Id 111 pill CS" CMV 0 RClerk�Re�rde�UCO"MG RE �.a&rooD BY AND SL. UEIR wax xEcoxngn n AIL TO: DOC— 2002-0268425-00 Peat Go- First American Title Wildlife Heritage Foundation Thursday, AUG 01, 2082 08:00:10 P.Q.Box 72055 MIC 61.09 MOD $39999 R9C $4300@ Davis,CA 95617 TCF 53Sgil rt I as $121.a" Nbr-800@979651 car/R2/i-39 first America v Title J71 SPACE MOVE TMS LJM FOR REC LSE THIS PERPETUAL CONSERVATION EASEMEAIT GRANT (this "Conservation EaseinenP')is made this 25th day of March,2002 (the"Effeaive Date"), hY Shapell Industries, Inc., a Delaware Corporation ("Grnntoel, in favor of the Wildlife Herirage Foundation, a Californianon-profit 0,LS0-013-1- on("Graxtee'). RECITALS A. Grantor is the sole owner in fee simple of cemin real -mperty siWated in anumnca )c t area of Contra Co County oommonly known ag wendt Ranch, as shown and q more particularly described and depicted on Exhibit A atm hereto(the "Property). On ft portion of the Property not included in de Puuu='Led Property (as de:fi below),,Ormtor will be developing ai P melaudt Iftembalnrelcomposed of approxi Y 272 to 323 wits CDevelnpmenn. The Development mn-11 be developed in phases and it is anticipated that construction will be compleftd,within the next seven years. B. Grant= is a tax exempt non-profit orgrani afionqualified to hold conservation easements Conservation Purposes as identified in California Civil Code § 815 el seq. Ca "Service" is the United States Fish and Wildlife Service 4.48avaUun the United 5tetes Depaztmait of Interior,which is authorized by&deal law to administer the Federal Endangered Species Act and other Laws and regulations. D. An 89.82 acre porion of the Noperty") asPropam C"Pro Pr part ") as wn and more cimt ecological and habitat values, thattparticWarly bed inn Exhibipossesses- SigmHi nd&A A ft-n a 44A benefit ViW and mm SPOCIes COIICGtiVely.. Conservation Va&eYl. These 10 spMes,and their habitats are of aesthetic, ecological, edurzfional,, historical and scientific value to the Nation end its people. These values include the F.aSt and West Fork Alamo Creek Cheanels,a spring, se Ann -a&90nal wetlands and uplands habitat intended to mitigate for development of the WendtReachproject, and to calumce California red-legged frog habitat, and am of gaol importanceto both Granmr and Grantee. Desdiption: COn COsta,,CADOcuMent-Year.DocID2002-268425Page,- 10f39 -dOrder. on Comment..• ic—vo—u4 ��•agaM rrom�rirsz American t .t►.a. I—Lbl I'.uuj1U4u !'—Ily 2.6-9 4 25,- E. Grantor intends to convey to Grantee the right to conserve and protect the Conservation Values of the Protected pmperty in perpe�=Y. Significant portions of the Property, have been presently identified as being occupied by spexies of t�rive plants and wildlife which Grantor and Grantee desire to protect, restore and enhance, pursuant to that certain Management plan entitled "Wendt Ranch On-Site Open Space Management Plan," ("Management Plan")dated.March 9.,200 1,prepared by LSA Associates, Inc. F. agrees by ac�rpting this grant to honor the intentions of Grantor stated in this Conservation Easement and to conserve and protect in perpetuity the ConseTvation'Values of the Protected property is accordance with the terms of ties Conservation Easement aztd the Management Plan. The Management Play is attached as Exhib�C_. G. This Conservation Easement provides mitigation for terrain impacts located in the County of Contra Costa, State of California, described in a Federal Endangered Species Act Biological Opinion,dated November 6,200 1. NOW THEREFORE, in consideration of the above and the mutant covenants, terms, condons,and restrictions contained in this Conservation Easement,and pursuant to the laws of California and the California Civil Code section 8 15 et seq., Grantor voluntarily grants and conveys to Grantee a perpetual conservation ement over the Protected Property of the nature and character and to the extent set forth below: i. PVRPOSE It is the purpose of this Conservation Easelnent to ensure that the Protected Property will be retained forever in a natural condition anti to prevent any use of the Protected Pmperty that will impair or interfere with the Consmvation Values of the Protected Propeny. Grantor intends that this Conservation Eas-p-r-ent(i)will ensure that the Protected Property will be used for such activities as are consistent with the purpose of this Conservation Easement, and (ii)shall be implulliented consistently with the Management Plea. Z. FdG S 4F GRANTEE To accomplish the purpose of this Conservation Easement, the following rights are conveyed to Grantee by this Conservation Easement: (a) To preserve and protect the Conservation Values of the Protected Property in a manner consistent with the Management Plan. (b) To enter upon.. traverseall portions of the Protected Property at all times in order to have access co the Protected Property and to monitor Grantor's compliance with and otbcrwise enforce tie terms of this Coumvation Easement and to fulfill duties identified in the Management Plan; provided that such entry small not unreasonably impav or interfere with Grantor's use and quiet enjoyment of rhe Protected ProVOLLYor wnreasonably eRtuiuual resources on the Protected Property. EXHIarr B Page 2 of I I De-sodp6on:Contra Costa,CA Document-Year.DoclD 2002.268425 Page:2 of 39 Order, tion Comment i s-un-ua I I:044m r ram-r i rs t American c.c.s. T-Z61 P-004/040 F-113 268425 (c) To prevent any activity on or use of the Protected Property that is inconsistent with the purpose of this Conservation Easement and to require the restoration of such areas or fcanmes of the Protected Property that may be damaged by any inconsistent activity or use. (d) To conserve and protect all mineral, air and water rights necessary to protect and sustain the biological resources of the Protected Property. (e) All present and�.'%'vre development rights. 3. PRO ITED USES ' Subject to the provisions of Paragraph 5 herein, any activity on or use of the Protected Property inconsistent with the purposes of This Conservation Easement is prohibited, except as stated in the Management Ptah. Without limiting the generality of the foregoing, Grantor, its personal representative, heirs, assigns, agents, and potential future lessees art expressly prohibited from doing any of the following on Protected Property (except as required for the enhancement of the Conservation Values, including without limitation, the maintenance of Califo a red-legged frog habitat): . (a) Leveling, grading, landscaping, cultivation, or any other alterations of existing topography for any purposes,including the exploration for,or development of mineral resources; (b) Placement of any new structures,including buildings and billboards; (c) Discharge., dumping, burning, or storing of nibbisb, garbage, grass clippings, dredge material,household chemicals, or any other wastes or fill materiels; (d) Building of any new roads or trails; (e) Killing., rernovE.I, alteration, or replacement of any existing native vegetation, exroart:r -jrj.,ryvM rr1acr-rihr1i hnrnin¢situations: (f) Activities that may alter the hydrology of the Protected Property and the associated watersheds, including but not limited to: excessive pimping of groundwater, ` manipulation or blockage of natural drainages, inappropriate water application of placement of SLOCiri water drains,etc.; (g) Incompatible fare protection activities; (h) Use of pesticides, herbicides, or rodenticides that can contaminate the .Protected Property; (j) The introductiomL of any exotic species,including aquatic species; (k) Granting use of the land to any third party for ofF road vehicle use;and EXHTB-TT--B . Page 3 of l I Description_Contra Costa,CA Document-Year-DoclO 2002.268425 Page:3 of 39 Order_ don Comment 12-O8-04 il_35am From_First American C.C.S. T—Z61 P.UU5fU4U tmild 268425 (1) Legally subdividing the Conservation Property, recording of a subdivision plan, 0 W pamnon, or any other division of the Conservation Pmpe into two or more parcels, provided that such limitation shall not limit the rights of Grantor as described in Exhibit D. 4. GR.ANTOR'S DUTIES Grantor shall undertake all reasonable actions to prevent the unlawful entry and trespass by persons whose activities may degrade or balm the Conservation Val of the Protected PropProgeny. In addition, G r shshall pay the expense of, perforn1 the following actions described in the Nlennement Plan: (a) the upland habitat enhancement; (b) the bullfrog eraffication,p(c)the preconstructian surveys;and (d)maintenance and monitoring of the Protected Progeny► for live years,which shall be repormd to the Service,the Army Corps of Engineers, and the California Depar=ent of Fish and Game for those five years. All other monitoring and m interwce and other actions that promote the Conservation Values shall be performed by the Grantee and paid for with funds derived from the Endowment described in paragraph 17. soRESERVED RIGHTS Grantor reserves to itself, and to its personal representatives, heirs, successors, assigns, agents and present and potential future lessees,including,but not limited to the right to engage in or permit or invite others to engage in all uses of the Protected Property that are not expressly Prohibited herein and are not inconsistent with the purpose of this Conservation Easement. 6. COOPERATION WITH GRANTOR Grantee shall conserve and protect the Conservation Values of the Protected Property and implement its responsibilities under the Management Plan in a manner that does not interfere with Grantor's construction of the Development, and consistent with the toms of this Conservation Easement Grantee shall cooperate with Grantor to ensure no such interference occurs. 7. REMEDIES If Grantor, Grantee or Service detetraines that there is a viol "On of the terms of this Conservation Eor dia a violation is threatened, such party shall give, written notice to the other parties of such violation aud demand corrective action sumcient to cure the violation and, where the violation -involved injury to the Protected Property rmulfincr from any use or activity inconsistent with the 'purpose of this Conservation Easement, to restore izc accordance with the Management Plan the portion of the Protected Property so injured. If a party fails to cure a violation within sixty (60) days after receipt of notice thereof fro the other party, or under Cl"nm n s where the V1latios reasonably be cured within a sixty (60) day period, suchpany fails to continue dffigentlr to cure such violation until fi ly cured, the &aggnevedpattymay bring an action at law-par in equity in a coud of competent imisdiction to parte enforce the of this Conservationionement, to enjoin the violation, ex as necessary, by temporary or permanent injtuiction, to recover any damages to which it may beentitled for violadon of the terms of this Conservation Easement or injury to any conservation values pmtected by this Conservation Easenierrt,including damages for the loss of aesthetic,ecological, educational,'historical,reereauoaal or seitntific values,and to require the restoration pursuant to the Management Plan of the Protected Property to the condition that existed prior to any such EXHIBIT B Pap 4 of 1 1 Deseription_ Contra Costa,CA Document Year.D=10 2002-268425 Page:4 of 39 Order:tion Comment: 12-08-04 1From-First American C.C.S. T-161 P.006/040 F 7 268425 injury. A prevailing, PartY may apply any damages recovered to the cost of undermking any corrective action on the Protected Property.. If a parry, in its good faith and reasonable disc tion, determines that circumstances require immediate action to prevent or mitigate significant damage to the Conservation Values of PM Oftl the Protected Property, such party may pursue its remedies under this paragraph without prior notice to the other party or without waiting for the period provided for the cure to expire. cacti party's rights this paragraph apply equally in the event of cid= actuat or threatened violations of the terms of this ConservationEasement, and each party ag=s that. dz other 0- laftaparty's remedies at law for any violation of theLV.LUlb of this Conservation Eascment are inadequate and that such party shaH be entitled to the, inJunclive relief described inthis 00 paragraph,both prohibitive grid mandatory, in addition to such other relief to which such party may be entitled, including specific performance of the terms of this Conservation Easement, without the necessity of proving either actual damages or the inadequacy of otherwise available legal remedies. Each patty's remediesdescribed in this paragraph shall be cumulative and shall 'I r 0 be in addition to all remedies now or hereafter existing at law or in equity. Furthermore, the Provisions of California Civil Code section 815 et seq.,are incorporated herein by this reference and this Conservation Easement is made subject to all of the righu and remedies set forth therein. If at any time in the future Grantor or Grantee or any subsequent transferee or assignee uses or ducatens to use such lands for puiposes not in conformance with the provisions of this Conservation ement, or releases or abandons this Conservation Ewcment in whole or in part, notwithstanding Califomia Civil, Code section 8 1 5 et seq., the Sama . in ce I have standing as interested pities,and as third parTy beneficiary any proceeding affecting this Conservation Easement. (a) C stsof Enforeement If a pazry prevails in any action to enforce the terms of This Consetvauon Easemtnt. such Party's costs of suit including, Without limitation, atwmeys fees, shall be borne by the other party. (b) Grartye's--Discretm* & Enforcement of the terms ofConservation ement 1bits Omit be at the discretion of Grantee, and any forbearance by Grantee to exercie nunder this ConservationEasement sUp 1 not be deemed or construed to be a waiver by Grarnee of such term or of any subsequent breach of the same or any other tem of this Consen+ation Easement or of any of Gzantce's rights under this Conservation EasetnenL No delay or omission by Grantee in the exercise of any right.or remedy upon any breach by Grantor shall impa'sr such right or remedy or bt construed as a waiver. (C) Acts SevondGrantor'sControl Nothing contained in this Conservation Ida. 0 & injury A Ila I ftr"#1Bas !I be construed to mfitle Grantee to ng any .. on nst Grantor for any0 to or change in the Property resulting from.causes beyond Grantor's control, including,without-A.-limit on,fire,drought,floodbEorm,and earth movement. EXHIBITOR Page 5 of 11 Description:Contra Costa,CA Document-Year.DoclD 2002.268425 Page:5 of 39 Order. dan Comment_- 12-08-04 American C.C.S. --— - _1i-coi r-UU(fU4U raw I 14 26842 S. T1�iIRD PARTS BENEFICIARY Grantor and Grantee acknwwledgr, that the Service is a third party beneficiary of this a 01 Conservarion Easement with the right of access to the Protected Property and the right to enforce the terms and conditions of this Consearvation Easement 9'W ACCESS Grantee,, its successors, assigns, agents, invitees and licensees shall have the right to access the Protected Progeny at all times. This Conservation Easement does not convey a general right of access to the public, 10'a COSTS AND LiABa.YTTIEs Except as set forth in this Conservation Easement,oras otherwise agreed in writing between the: patties hereto, Grantoc retains all responsibilides related to the ownership of the Protected Property. (a) Taxes. Grantor s I pay before delinquency all taxes, assessments. fees, and charges of whatever description levied on orassessed nst the Protected Property by competent authonWtypshall furnish Grantee with satisfactory evidence of payment upon request (b) Hold Harmless. Grantor or its sticce'sSor shall hold harmless, indemnify, and defend Grantee and its members, directors, office'rs, employees, agents and contactors and the heirs, personal representatives, successors, acid assigns of each of them (callecuvely Ibb "Indemnijkd Parties"} from and t 111 liabilities, Penalties, costs, losses, damages, expense, causes of action, claims, demands, or judgments, including without limitation, 1 mmnable atromey's fees, ansIngV from or in any way connected with the following, unless M-0 by the acts or omissions of theindemnif ed parties: (]) injury to or the of any person,or physical daruages to any property, resorting from any act, omission, condition or other n�atcer related to or occurring on ffie ProtectedProperty regardless of cause-&I (2)the existence or adin WI stmtion of this ConsetvationEasement; and (3) the obligations specified m" paragraph 4 and this paragraph 10. ills ASSIGNMENT This Conservation ment is transferable,but Grantee shall give Grantor and the Service at least th ais its(30) 4ys pnor vmaen n e transfeMY otice of th r. Grantee may Ign nghts and obligations under this ConservationEasement onli to an organization that is (1)at)Service; and., (2)a public agency or a qualifiedorgan! at the fune approved by the of transfer under section 170(h) of the- I riml Revenue Code of 1954, as amended (or any successorprovision then applicable), and the applicable repl ns ano promulgated thereunder, and, (3)authortud to =quire and hold conservation easements under California Civil Code section 815 et seq. (or any successor provision then applicable). As a condition of such assignment or transfer,the Assignee or Transferee shall agree in writing that the conservation purposes that this grant is intended to advance shall continue to be fulfilled and that the Management Plan will be followed. Any assignee or transferee EXHIBIT B Page 6 of 11 I Description: Contra Costa,CA Document-,Year.DoclD 2002.268425 Page. 6 of 39 Order. tion Comment: 12-08-04 11 Ham from-First American C.C.S. T-261 P.008/040 F-113 268+12 of GIMtee's ruts and obfigffi�s sbaLL be requited m record tfie assignment in the OMeiai Records of the Cowry of Centra9 Stan of California. 12. SUBSI&QUENT TRANSFERS Subject to the temps of�his paragraph, Mantor may at aay time.at its sole discretion.tranafa an in the Pmrected Ptoparty m a third party, so JoDg as the aansi�xmd interest is subject m tho terms of tLis Cen5courvVi2don Easaf�nt In the evert that Ommor aansfers an iumst in the pmec�ed Pmpeny, Grantee.at Grntoes reasMable request,shell assist Grator in the transfer.GTator agrees to incdpaate the terms of alis Conwrvadon Facet m any deed or aha legal mstn+mak by wisich Grantor divests itself of any i�iat in all or a portion of rLe Prc=ted FrOP=tY., iAdu WidwUt fimrtatiw�. a leaselwld'n3b�.Gr�tar fiuther agrees to gine written native to Graimm at least fift=(15) days prior w the date of any P7°P�Y - 11u failure of Grantor to perforr"n azry as required by this panstpVh sfwll not uopair tl�e validity of this Cmsmva�im Easemot or limit its eaforceabilay in anyway. Gr=ee and the Service shall have the rift m prevent subsequent uansfaes in which prospacdve subsequau dairt�ts aro not giVW notice of rhe covenants, terms. candirions and frictions of this Cmervadca ft fag%mmt. 13. TOIJPM KTIFICATES Upon request 6y Gmtor,Gr I IM ll within fifteen(15)days mcecute and deliver W amwTany including an enoppewhich certifies omwes compliance with any obligation of GranW eo�med in this Conservation Eama+•,�* and artherwise evidences die slaws of this CW'SBrV2U0n Eese� �neas may be re9uesYed by Grantor. 14. NOMCES Any notice required or p w be SiVcn hazeunder shall bt is writing and be demned to have Gam &Jivered and giv=upas° rWVTt by addressee if n delivered in person to the specified address, (ii) sit by registered w Untied Steres mail, reuun rzcdpt reqs. addressed to such PaTty at the spaified address, 06) scR by Fe&ml Egress or other rep�aable ovemi�t carrier for next day delivery, oddre�edto such party at the specified address, or (iv)by facsimile(withthe orig=l delivered by er A1930s set fortht-e[am). 1be speci$ed adesse pa dte5 of the acwmpany their signatures at the and ofthis . Ate. From time m time either patty may iP3tc natha address within California by g0g he atha party not less than thing(30)days'advance wriltm notice of suds doge of address i0 aaor�nce with dw provisions her�f To CA all shapell Industries Atm:L Truebfidge. 100 NoT&Milptlas Blvd Milpitas,CA 95035 Facsimile: (408)946-2942 To Gra": %rikoffis Heritage Foun&f= Atm:Rley Swift P.O.Bwc 72Q55 Davis,CA 95677 Facsinf&:(530)759-0152 F�t�BI'I B Page 7 of 11 DescKption: Con Costa,CA DocurnentmYear_DoclD 2002.268425 Page: 7 of 39 Order. den Comment- 1Z-08-04 1From-First American C.C.S. T-Z61 P-009/040 F-113 26845 To Service: UnitPd, States Fish&Wildlifc Service 2800 Cottage Way.,Roars W-2605 Sacramento,CA 95825 Attn: Chief,Endangered Species Division Facsimile: ism, AMENDMENT This Conscrvation Easement may be amended by Grantor and Grantee by wrinen agreemcnt executed by Grantor, Grantee and the Service. Any such amendment shall be consismnE with the purposes of this Conservation Easementand shall not affect its perpetual duration. Any such amendment shall be recorded in the Official Records of Contra Costa County, State of California_ 160 RECORDATION Grantor shall submit the original, executed and notarized Conservation Easement to Granter insmament foand Grantee shall promptly record this in the official records of Contra Costa County, California and may re-,record it at any time as may be required to preserve its rights in this Conservation Easement. 170 •FUNDING Grantor has provided an endowment to Grantae for the purpose of fulfilling all of Grantor's long term maintenance, monitoring and reporting obligations as specified in the Management Plan. Funding shall be transferred to the appropriate transferee or assignee if the Conservation Easement is assigned or tmnsferred. The cost estimate for the endowment is attached as Exhibit Es 190 ADDITIONAL EASEMENTS Grantor shall not grant any additional easements, rights of way or other interescs in the • Protected Property (other than a fee or leasehold interest, undivided interest or security interests) or grant or othervAse abandon or relinquish any water agreement relating to the Protected Property without the prior written authorization of Grantee and the Service. Authorization shall not be unreasonably withheld or delayed and shall be given unless Giantee and the Service detemtir►e that the proposed interest or transfer will interfere with the Conservation Values of the Protected Property, This paragraph shall not prohibit:(i)tmnsferring a fee or leasehold interest in the Protected Property that is subject to the tensa of this Conservation Easement;or(H)granting easements for the inscaliation of any of the infrastructure for residential development shown on Exhibit-D, including without limitation, sanitary sewers, utilities, bLU"In drams, construction of a road and use of the road for access to the detention basin. 190 GENERAL PROVISIONS C�ontroLlin Law of s Conservation EasemThe fimrpretafion and perfoEndangeted-nt I be gavOLLby the laws of the State of CaliforniaFed�t�s1 Species Act, and other applicable Federal laws.' (b) Construction. Any rnerat cute of consnuction to the contrary notwithstanding, this Conservation Easement shall be consuued in favor of the grant to effect the Canservavon EXHIBIT-B Page It of t l Desrxiption:Contra Costa,CA Document-Year.Doc1D 2002,,268425 Page: 8 of 39 order, don Comment: 1Z-08-04 11_38am From—First American C.C.S. T-261 P-010/040 F-113 :268425 Purpose of this "Conservation Fasemeat and the policy and purpose of California Civil Code a section 815 et seq. If any provision in this instrument is foundto be ambiguous, an interprFeladon fteconsistent with-the purposes of Consmation EMAM"ethat would render the provision valid shall be favored over any interpretation that would render it invalid. (c) Seversb, gjV, If any provision of this Conservation Easement, or the application it Messfoundremainder ffiaeof to any person or circum, LS to be invalid,the rem of the provisions of this Conscevation Easement, or the application of such provision to persons or circumstances other than those as to which it is found to be invalid, as the cm-=y be, shall not be affected thereby, (d) Enti, MAggeement. This insmunent sets forth the entire agreement of the Parties with respect to the Conservation Easement and supersedes all prior discussions, negotiations, v%Aimnt=cfing9,or agreements relating to the Conservation Easement. (e) No Forfeiture. Nothing contained herein will result ina forfeiture or reversion of Grantor's title in any resp=L (f) Successors. The covenants, terms., conditions, and restrictions of this Conservation Easementshall be binding upori, and inure to the benefit of., the p&rties hereto and their IMSYceVpersona]VC representatives, heirs. successors, and assigns and shall continue as is servitude running perpetuity with the Protected Property. (g) Termination-of Rig},L,and 4bligations. A party's rights and obligations under this Conservation Easement shall ate upon uwsfer of the party's interest in the Conservation Easement or Protected Property except that liability for acts or omissions occurring prior to uansfer shall survive transfer. (h) tions. The captions in this instntmeat have been inserted solely for convenience of reference and are not a part of this instnunent and shall have no effect upon construction of interpretation. (i) C2umerparts. The parties may execute tWs insm�ment in rwo or more counterparts,which 9ha11,in the aggregate,be signed by the patties hereto; each counterpart shall be deemed.an original instrument as against any partywho signed it. In the event of any disparity between the count arts produced, the recorded counterpart shall be controlling. EXHIBIT B Page 9 of I I Description: Con Costa,CA Document-Year.Doc/D 2002.268425 Page:9 of 39 Order:den Comment: 12-OB-04 11:38am From-First American C.C.S. To-261 P.011/040 F-113 2 6 8 4 5 IN WILMSS WHEREOF, Grdnmr aad Grantee have Pon red iam this Co on emom- r-the day�d y�r&wst wsiuea at�ove: GILkNT0Ibp • SW L MUSTRMSIP INC., a Delaware corporarion BY'w C/ '077, J.Ckisim Truebridge Imo: Assi Vice President NOON By. - Marie PL Cook Is: Assistant Vic: President GRANTEE: WILDLIFE HEPUTAGE.FOLNbATION9 a calffornia aon-pAofis organizatio op By: '� I1L6 Irs: S. J?redrr own APPROVED AS TU FORM: United S Dep of the Interior for the uni e savice By R soli EXHIBIT B , Description: Con Costa,cA Document-Ya DoclD 2002.288425 Page: 10 of 39 Order. dan Comment: 11-OB-04 11:38am From-First American C.C.S. T-261 P-012/040 F-113 26842 5 CALIFORNIA ALL*Ul"SE ACKNOWLEDGMENT State of Ca6lomia cvoj*Of On � � 1 ��- before me.� F&..,enas personally appeared )NO;rswaly known to me O proved to me on the basis of satory evidence to be the person(s) whose name(s) -is/are subscribed to the within instrument and ad�nowledged to me that ey executed the same in T,i+s1I.+eF/their authorized capaaty(ies), and that by eir -4101h, -AMIL Aft, signature(s)on the instrument the person(s),or JANICE T KRuSE the entity upon behalf of which the person(s) Ca►at�ssion f 1919897' acted execx�ted the instrument. NotaryPubl(c-CaSforn(a I Clara county � rrN ESS my hand o cla!seal. �A�r Caren.6q�Ues A++Q 24,2W5 si�urw of Keary Pum OPTIONAL Though the iniarnadon bMo.b not rsvu�+'+ed by laws may prom Vabable b pe�aa ro/y�uj on pie doeurnent and comae prevent ba�ulent renrost anQ reaad ff►nent of tlNs form to eno(ner doNment Gescriptfon of Attached Document We or?)rpe of oowmenc WRN aT Rwcwv4sk(:m N 5 Mi1 A=R 9 3 &ITS ev f%e..OJ�-- Docunant Date: Number of Pages: Sgne4s)Other Than Named Above: Capacity(W.-PI Claimed by Signer S'igner's Name.• a Indviduat Top of rU1° D Corporate Officer-Title{s). ❑ Partner--D Limited D General O Attotttey-imFad D Trustee D Guardtaun or Conservator ❑ Other. Signer is Representing' 111 111911111 111 M O Opo N�is�l waaq A+eel�h�•�JEo W gam me.P.O,8e.Mo CIl�raw.C1►9t8ta��OZ•.•w.a�Mo�lwcisna4 Prue.No 5007 Rorer.Cad tm•F"t�7i.ie27 Description: Contra CostaCA Document-Year.DoclD 2002.268425 Page: 11 of 39 Order. dan Comment: 2G8425 Certificate of Acceptance This is to certify that the interest in ree] property conveyed bY the conservation easemcnc and deed by Shapell 1ndustdes,, Inc., a Delaware Corporation, Grantor, dated to Wildlife Heritage Foundation, a California non-profit organisation, OF a Grantee,is hereby accepted by the undersigned officer on behalf of the., GRANTEE. ev By: Title: ` Authorized Representative Dated: a � ?� EX HIBIT 8 Page 11 of 11 description: Contra Costa,cA Document-Year.DoclD 2002.265425 Page-,* 72 of 39 terrier. dan Comment: BlH 0V0/Bl0'd 19t-1 ueOiJewy Isiid_Woij we66:lt �0-80-Z1 12-08-04 11:39am From-First American C.C.S. T-Z61 P.o14/u4u r-tip ALL-PURPOSE ACWq0WLXDGEME:NT 268425 State of California Ss. County of AC*e4ffF0= �� D on 4// Os'/ ore me, ca+�l 9/ personally appeared SgNFR[5/ Q*Personally known to me - OR proved to me on the basis of satisfactory evidence to be the person(*) whose namefis) ;s/eye subscribed to the within instrument and acknowledged to me that he/sly executed the same in his/he--.;,,i9**4f authorized capacity(�s), and that by his'.16azishapir TINA E, BANDY signatures) on the instrument the personLsb Comm.1!11$2006 or the entity upon behalf of which the xoTNm Neuc•tAUFopWA � person( } acted, executed the instrument. Sia04w County i Mr faun.Exoirk ibr 15.2pOt WITNESS hand and officia eat. N07'nRY'S Sty OPTIONAL INFORMATION The information below is not required by law. However,it could prevent Fraudulent attachment of this acknowl- edgement to an unauthorized document. CMkC]rff-CLAIMED BY SIGNEB �PR1NCiFAL) DESCON OF ATTACKED DOCUPIENT INDIVIDUAL 2�. Also C"'.V^4'J YWA #,A CerCO RATEOFMCMR 0,,, a z,.,r 4 t A- �A.-A1,4 -IiTU U OR TYPE OF DOCUMENT PARTNERS, {� ATTORNEY-IN-FACT NUMBER OF PAGES TRUSTE.E(S) GUARDIAN/CONSERVATOR DATE OF DOCUMENT ❑ orHER_ OTHER 0 � SIGNER IS REPRESENTING: RIGHT THUMBPRjNT NNNEORPERSON(S)OR 6N7'[TY<IEC1 OF � - SIGNER � 0 AP.4 5199 VALLEY SIERRA,900-362-7359 Description:Contra Costa,CA Document-Year.DoclD 2002.268425 Page: 73 of 39 Order, dan Comment: iZ-08-04 1frae_First American C.C.S. T-261 P.015/040 F EX81817 uA 268425 LEGAL DESCRIPTION SUBDIVISION 8002 BOUNDARY ALL THAT REAL PROPERTY, SITUATE, LYING AND BEING IN THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF THE NORTH I/a OF SECTION 5,TOWNSHIP 2 SOUTH, RANGE I EAST, AND A PORTION OF THE SOUTH Y20F SECTION 32, TOWNSHIP 1 SOUTH, RANGE I EAST, MOUNT DIABLO BASE AND MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST Y.CORNER OF SECTIONS 5 & 6 (T2S RIE); THENCE ALONG THE SOUTH LINE OF THE NORTH WEST y. OF SAID SECTION 5 SOUTH 89°01'17" EAST 324,010 METERS TO THE SOUTHEAST CORNER OF LOT 4 AS SHOWN ON THE MAP OF SUBDIVISION 5417 FILED ON. DECEMBER 17,1979, IN BOOK 233 OF MAPS AT PAGE 48, BEING THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING ALONG THE EAST LINE OF SAID SUBDIVISION 5417 NORTH 32°49'40" EAST 406.198 METERS; THENCE CONTINUING ALONG SAID EAST LINE OF SUBDIVISION 5417 AND ALONG THE 'EASTERLY LINE OF PARCEL B AS SHOWN ON THE RECORD OF SURVEY FILED OCTOBER 149 1965, IN BOOK 37 OF LICENSED SURVEYOR'S MAPS AT PAGE 46, NORTH 10028"23" EAST 435,349 METERS; THENCE CONTINUING ALONG SAID EAST LINE OF PARCEL B NORTH 12"35'35" WEST 312.415 METERS; THENCE" CONTINUING ALONG SAID EAST LINE OF PARCEL B NORTH 10'050'35's. EAST 100,867 METERS TO THE CENTERLINE OF CAMINO TASSAJARA; THENCE ALONG SAID CENTERLINE OF CAMINO TASSAJARA SOUTH 74024109" EAST 284.434 METERS* THENCE CONTINUING ALONG SAID CENTERLINE OF CAMINO TASSAJARA NORTH 76°26'29" EAST 289.013 METERS; THENCE LEAVING SAID CENTERLINE SOUTH 03016626" WEST 143,.382 METERS; THENCE SOUTH 0000209N WEST 125,535 METERS TO THE NORTHWEST CORNER OF PARCEL C AS. SHOWN ON PARCEL MAP MS 342-77 FILED ON AUGUST 28, 1978, IN BOOK 69 OF PARCEL MAPS AT PAGE 29; THENCE ALONG SAID WEST LINE OF PARCEL C SOUTH 00°00'09" WEST 909.598 METERS TO THE SOUTH LINE OF THE NORTH V20F SAID SECTION 5: THENCE ALONG SAID SOUTH LINE NORTH 89°01'17"WEST 797,001 METERS TO THE TRUE POINT OF BEGINNING. CONTAINING 66-520 HECTARES MORE OR LESS. SND �9.:. A.P.No. 206-030-006 0 ��,���oauM,y <\ N0.6333 9rF�F ca��F°� Description: Coda Cosfa,CA Document-Year.DoclD 2002P268425 Page: 14 of 39 Order. dan Comment., 12-08-04 11:40am Frac-First American C.C.S. T-261 P.016/040 F-113 EXH1131T nan PLAT MAP 265425 SUBDIMSION 6002 BOUNDARY 7. a� 325 ��� Z97 M t 5 S�$° �o4p suBD. 6585 � ftw �W C Zgoo M£1RIC SCALE 1:600D = Ply 50 v PARCEL 4 pVP E � a N 2 w u � 001 At .s aloft LM A i2aa � bad Nd9'Ot't?'t ?g7A0�m PARC 99 PM eo MFAcHAM N.Y. COMPANY 206-030-003 Deswpu n. ron Costa,CA J)ocumentwpYear.DoclD 2002.26842-5 Page: 15 of 39 Order.dan Comment: 1Z-OB-04 11:40am From-First American C.C.S. T-16 1 P.017/040 F-113 261142*0 EXHIBIT"B" LEGAL DESCRIPTION AREA OF PRESERVED ON—SITE RED LEGGED FROG HABITAT A PORTION OF THE NORTH Y2 OF SECTION 5, TOWNSHIP 2 SOUTH, RANGE 1 EAST,AND PORTION OF THE SOUTH %h OF SECTION 32, TOWNSHIP 1 SOUTH. RANGE 1 EAST, MOUNT DIABLO BASE AND MERIDIAN, DESCRIBED AS FOLLOWS: PARCEL 1 BEGINNING AT THE NORTHERLY TERMINUS OF THE COURSE DELINEATED AS 'ON 13"37'01"W 312.41 5 METERS"BEING ON THE EASTERLY LINE OF PARCEL B OF THE RECORD OF SURVEY FIELD OCTOBER 14, 1965, IN BOOK 37 OF LICENSED SURVEYOR'S MAPS AT PAGE 46;THENCE FROM SAID'POINT OF BEGINNING ALONG SAID EASTERLY LINE NORTH 10050"435"EAST 78..632 METERS;THENCE LEAVI,NG.SAI D EAST LINE SOUTH 74024'097' EAST 31.759 METERS; THENCE SOUTH 37"26'25"WEST 27.338 METERS; THENCE SOUTH 15°3551"WEST 35.253.METERS; THENCE-SOUTH 05'023'04P EAST56ol56 METERS; THENCE SOUTH 10022"52'0 WEST 18.5D0 METERS;THENCE SOUTH.79'03TOB" EAST 30.500 METERS.; THENCE SOUTH 10°22'52'WEST 7.260 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE,NORTHWEST, HAVING A RADIUS OF 7.600 METERS;THENCE- SOUTHWESTERLY 7314 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 58"54'24'TO THE BEGINNING'OF A REVERSE CURVE CONCAVE TO THE EAST, HAVING' A RADIUS OF 13.700 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 20°42'44'WEST;THENCE SOUTHEASTERLY 34.499 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 144*16'49";THENCE SOUTH 14°04'00'WEST 30.284 METERS; THENCE NORTH 65'014'00"WEST 10.965 METERS TO SAID EAST LINE OF PARCEL B (37 LSM 48); THENCE ALONG SAID EAST LINE NORTH 12"35'35'WEST 133.495 METERS TO THE POINT OF BEGINNING. PARCEL 2 COMMENCING AT THE SOUTHWEST CORNER OF PARCEL A AS SHOWN ON PARCEL MAP MS 28-8 1 FILED NOVEMBER I a 1984, IN BOOK 112 OF PARCEL MAPS AT PAGE 50'THENCE ALONG THE WEST UNE OF SAID PARCEL A NORTH 00'600`09"EAST 879,831 METERS TO THE TRUE POINT OF BEGINNING; THENCE FROM SAID TRUE POINT OF BEGINNING LEAVING 1 Description: Contra Costa,CA Document-Year.DoclD 2002.268425 Page. 16 of 39 Order dah Comment_ 1Z-08-04 11:41am From-First American C.C.S. T-261 P-018/040 f-113 268425 SAID WEST LINE SOUTH 35°13'00"WEST 12.9.020 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHWEST, ,HAVING A RADIUS OF 9.100 METERS; THENCE SOUTHWESTERLY 5.961 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 37°39'33'; THENCE NORTH 59°13'00"WEST 28.556 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE 70 THE SOUTHWEST, HAVING A RADIUS OF 159.150 METERS;THENCE WESTERLY 71.786 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25'50'37"TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 6.100 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS SOUTH 04"56'23"WEST; THENCE NORTHWESTERLY 8.502 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 79061P:360 TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 159.1 50 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 84"47'59"EAST;THENCE NORTHERLY 10.005 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3°36'07'; THENCE NORTH 75°15'28" EAST 34.914 METERS TO THE BEGINNING OF ANON-TANGENT CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 271.386 METERS,A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS SOUTH 70'*50'490'WESTR THENCE NORTHERLY 37.787 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL A14GLE OF 7°58'40"; THENCE NORTH 82'47'27" EAST 17.576 METERS;THENCE NORTH 07"12'33"WEST 8.463 METERS; THENCE NORTH 82°47'27" EAST 20.509 METERS; THENCE NORTH 07'012'330 WEST 13.746 METERS; THENCE NORTH 62°47'27" EAST 12.991-METERS; THENCE NORTH 07°12'33"WEST 6.100 METERS; THENCE NORTH 82°47'27" EAST 6.100 METERS; THENCE NORTH 07°12'33" WEST 0.707 METERS; THENCE NORTH 78'034"59" EAST 21.628 METERS; THENCE NORTH 11"25'0 1'WEST 2.233 METERS; THENCE NORTH 78°3459' EAST 6.100 METERS;THENCE SOUTH 11"25'01" EAST 6.100 METERS:THENCE NORTH 78"3+x'59" EAST 7.000 METERS; THENCE NORTH 11"25'01"WEST 8.297 METERS; THENCE NORTH 78'034"59" EAST 6.100 METERS; THENCE NORTH 11'25'01"WEST 16-250 METERS:THENCE SOUTH 78"34'59"WEST 6.100 METERS;THENCE NORTH 11"25'01"WEST 6.719 METERS:THENCE NORTH 78,034'590 EAST • 20.426 METERS; THENCE NORTH 1 1°25'01"WEST 16.256 METERS; THENCE NORTH 73°06'10" EAST 28.238 METERS; THENCE NORTH 73'06'10" EAST 3.124 METERS;THENCE NORTH 16*53'50"WEST 14.326- METERS;THENCE SOUTH 730'06'19"WEST 2.233 METERS; THENCE NORTH 16°53'50"WEST 6.150 METERS;THENCE NORTH 70"43'30" EAST 23.714 METERS; THENCE NORTH 72°30'29"EAST 16.675 METERS TO SAID WEST LINE OF PARCEL A (112 PM 50);THENCE ALONG SAID WEST LINE SOUTH 03°16'26`WEST 80.3138 METERS; THENCE CONTINUING ALONG SAID WEST LINE SOUTH 00"00'09" WEST 37.704 METERS TO THE TRUE POINT OF BEGINNING. 2 OesoOpffon:Con Costa,,CA DocumentwYear.DoclD 2002.268425SelectedPa9es 17-39 Page 17 Order. dan Comment: 12mHw04 11:41am From-First American C.C.S. T-261 P-019/040 F-113 268420 PARCEL 3 BEGINNING AT THE SOUTHWEST CORNER OF PARCEL C AS SHOWN ON PARCEL MAP MS342-77 FILED ON AUGUST.28, 1978, IN BOOK 69 OF PARCEL MAPS AT PAGE 29, THENCE FROM SAID POINT OF BEGINNING NORTH 89'01'17"WES743.520 METERS; THENCE NORTH 50041'10"WEST 46.398 METERS;THENCE NORTH 49"03'31'WEST 32.277 METERS; THENCE NORTH 50"33'50"WEST 38,480 METERS;THENCE NORTH 121133148"WEST 37,029 METERS; THENCE NORTH 03°56'20" WEST 50.311 METERS;THENCE NORTH 57"07'13"WEST 40-314 METERS; THENCE NORTH 280-49#45P EAST 5.820 METERS TO THE BEGINNING OFA NON- TANGENT CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 6.367 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 67°ST46"WEST:THENCE NORTHEASTERLY 8.202 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 73048"44"TO THE BEGINNING OF NON TANGENT CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 13,.700 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BF-ARS SOUTH 00"56'34" EAST; THENCE NORTHERLY 21.502 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°55'24"TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 6,100 METERS,A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS SOUTH 89'008'02"WEST;THENCE NORTHERLY 5.798 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54027'25*TO THE BEGINNING OF A COMPOUND CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 56.500 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 36'24'33"WEST;THENCE NORTHEASTERLY 11.021 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11'10'36'; THENCE NORTH 64'46'03' EAST 59,027 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 121.000 METERS; THENCE NORTHEASTERLY 17,789 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8°25'25":THENCE NORTH 73°11'28' EAST 77,457 METERS TO THE WEST LINE OF SAID PARCEL Q THENCE ALONG SAID WEST LINE SOUTH 00"00'09 WEST 271.479 METERS TO THE TRUE POINT OF BEGINNING. PARCEL 4 BEGINNING AT THE SOUTHEAST CORNER OF LOT 4 AS SHOWN ON THE MAP OF SUBDIVISION 5417 FILED ON DECEMBER 17, 1979l IN BOOK 233 OF MAPS AT PAGE 48;THENCE FROM SAID POINT OF BEGINNING ALONG THE EAST LINE OF SAID SUBDIVISION 54'17 NORTH 32049"40" EAST 3 DescrlpHon: Con6a Costa,CA Documents,Year,DoclD 2002.268425 Selected Pages 17-39 Page 16 Order. don Comment 12m06m04 11:42am From4irst. American C.C.S. T-261 P-020/040 F=113 268425 406e198 METERS; THENCE CONTINUING ALONG SAID EAST LINE OF SAID SUBDIVISION 5417 AND ALONG THE EAST LINE OF PARCEL 13 AS SHOWN ON THE RECORD OF SURVEY FILED OCTOBER 14, 1965, IN BOOK 37 OF LICENSED SURVEYOR'S MAPS AT PAGE 46, NORTH 10028"23" EAST 388.121 METERS;THENCE LEAVING SAID EAST LINE SOUTH 79°31'37" EAST 0.045 METERS; THENCE SOUTH 04°37155!0 EAST 18.501 METERS; THENCE SOUTH 04'34'45'WEST 87.298 METERS; THENCE SOUTH 55"24'00" EAST 20.237 METERS; THENCE NORTH 34"36'00'm EAST 38.00D METERS TO THE BEGINNINLG OF ANON—TANGENT CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 136700 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS SOUTH 34°36'00"WEST;THENCE EASTERLY 17.149 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 71"432131%THENCE SOUTH 37"07'13' EAST 7,729 METERS; THENCE NORTH 85'22'05" EAST 52.802 METERS; THENCE SOUTH 59'019`05" EAST 6.261 METERS TO THE BEGINNING OFA NON— TANGENT CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 13.700 METERS,A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 59°19'05"WEST;THENCE SOUTHEASTERLY 33.749 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 141008'46*;THENCE SOUTH 26°18'17" EAST 13-215 METERS:THENCE SOUTH 53'035'00" EAST 27.893 METERS;THENCE NORTH 85"22'05" EAST 17,047 METERS;THENCE SOUTH 04'3T55` EAST 65.508 METERS; THENCE SOUTH 31'032'00"EAST 14.667 METERS; THENCE NORTH 85°22'05' EAST 10.908 METERS;THENCE NORTH 41026'921##EAST 39.417 METERS;THENCE NORTH 09'33'02"WEST 6..506 METERS TO THE BEGINNING OFA NON— TANGENT CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 13.016 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS SOUTH 03°06'34" EAST;THENCE NORTHERLY 22.735 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 100°04'47` TO THE BEGINNING OF A COMPOUND CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 14.450 METERS,A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 80°12'44' EAST,THENCE NORTHERLY 13.277 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52'38'38'TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 7e600 METERS,A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS SOUTH 27034"06"-WEST; THENCE NORTHERLY 7.667 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57°47'59"; THENCE NORTH 04°37'55' WEST 125.582 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 90.700 METERS; THENCE NORTHERLY 34.237 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 21'03739"TO THE BEGINNING OF A COMPOUND CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 9D.700, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 73"00'16"WEST: THENCE NORTHERLY 20.394 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12'52'59"; THENCE NORTH 29052"430 4 Des on., Con Costa,CA Document-Yeer.DoclD 2002,268425 Selected Pages 17-39 Page 19 Order. den Comment: 12-OB-04_ 11:43am From-First American C.C.S. T-261 P-021/040 F-113 268425 EAST 37.083 METERS; THENCE NORTH 29°52'43" EAST 29-417 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 94.300 METERS; THENCE EASTERLY 49.390 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°00'32': THENCE NORTH 000070490 WEST 17.779 METERS;THENCE NORTH 44°52'11' EAST 8,627 METERS; THENCE NORTH 89°52'11° EAST 45.600 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTH,, HAVING A RADIUS OF 140,850 METERS; THENCE EASTERLY 75.995 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3Q°54'49"; THENCE SOUTH 59°13'00" EAST 19.129 METERS TO a THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 6.100 METERS;THENCE SOUTHERLY 9.589 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°03'56'TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 10,410,889 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 59`09'04"WEST;THENCE SOUTHERLY 23.823 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0°OT52°;TO THE BEGINNING OF A COMPOUND CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 125u130 METERS,A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 59013100"WEST;THENCE SOUTHERLY 11.484 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5°15'31"; THENCE NORTH 81°55'46"WEST 26.352 METERS;THENCE SOUTH 23043"09"WEST 19.427 METERS;THENCE SOUTH OB°35'31"WEST 18.564 METERS; THENCE SOUTH 03"56'35"WEST 22277 METERS; THENCE SOUTH 01051'15" EAST 18.387 METERS;THENCE SOUTH 07°51'29" WEST 15.973 METERS;THENCE SOUTH 08°26'D2"WEST 16,690 METERS; THENCE SOUTH 07"41'51'WEST 20,026 METERS;THENCE SOUTH O6°22'18'WEST 22.285 METERS* THENCE SOUTH 12"03"40" EAST 19.301 METERS* THENCE SOIiTH 16°34'59'WEST 16.098 METERS; THENCE SOUTH 10"43'36'p EAST 18.089 METERS;THENCE SOUTH 13°32'30' EAST 18-128 METERS; THENCE SOUTH 19031113"EAST 16.567 METERS; THENCE SOUTH 29"0556" EAST 23.374 METERS;THENCE SOUTH 29039'19" EAST 15-453 METERS: TSOUTH 10°13'22" EAST 14.286 METERS; THENCE SOUTH 0005T16"WEST 16.181 METERS;THENCE SOUTH 22"20'20'WEST 14.757 METERS; THENCE SOUTH 24"63'59w WEST 18-522 METERS: THENCE SOUTH 26'000037"WEST 16,1337 METERS;THENCE SOUTH 24"11'39'WEST 18,512 METERS;THENCE SOUTH 26°32'51'WEST 16,048 METERS; THENCE SOUTH 31°09'50"WEST 19.239 ME?ERS; THENCE SOUTH 32°2 '33'WE5T24.913 METERS; THENCE SOUTH 02"12'30"WEST 26.356 METERS; THENCE SOUTH 03'13'38"EAST 43.790 METERS; THENCE SOUTH 27"30'05" EAST 23.252 METERS;THENCE SOUTH 36`25'00' EAST 20.387 METERS; THENCE SOUTH 49030'09n EAST 24,733 METERS;THENCE SOUTH 66'21'13"EAST 38.026 METERS;THENCE SOUTH 70009'12" EAST 42,436 METERS;THENCE SOUTH 73"11'28'WEST 15.472 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST 5 DespipBon: Con Costa,CA Document-Y'aar_DocID 2002.268425 Selected Pages 17-39 Page 20 Order den Comment. 12-08-04 11:43an From-First American C.C.S. T#=261 P.022/040 F-1 13 268425 HAVING A RADIUS OF 145.000 METERS;THENCE SOUTHWESTERLY 21.318 METERS ALONG THE ARC OF*SAID CURVE THROUGH A CENTRAL ANGLE OF 8'25'25"; THENCE SOUTH 64°46'03"WEST 59.027 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 80.500 METERS; THENCE SOUTHWESTERLY 22.314 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15°52'56"TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 6.100 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS SOUTH 41'006'43"EAST:THENCE SOUTHWESTERLY 3.656 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 34*2011"TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 13.700 METERS A RADIIA,16. LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH O6°46'22'WEST; THENCE SOUTHERLY 24.,017 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1 00°2640' TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 6.342 METERS,A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 67'046'29m EAST; THENCE SOUTHERLY 6.206 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56"03'48'0*-THENCE SOUTH 28049"45"'WEST 10.073 METERS; THENCE NORTH 57'07'13"WEST 45.714 METERS;THENCE SOUTH 25"59'01"WEST 19.788 METERS; THENCE SOUTH 17"30"37"WEST 32.314 METERS;THENCE SOUTH 00°53'20" EAST 55.941 METERS; THENCE SOUTH 05°28'59'WEST 20.996 METERS; THENCE SOUTH 43`49'39"WEST 63.666 METERS; THENCE SOUTH 30°07'15"WEST 28.523 METERS; THENCE SOUTH 36°18'03"WEST 20.069 METERS; THENCE NORTH 89"01'17"WEST 476.065 METERS TO THE POINT OF BEGINNING. PARCEL 5 BEGINNING AT THE SOUTHERLY TERMINUS OF THE COURSE DELINEATED AS 'vN 13'037"01"W 312.415 METERS "BEING ON THE EASTERLY LINE OF PARCEL B OF THE RECORD OF SURVEY FILED OCTOBER 14, 1965, IN BOOK 37 OF LICENSED SURVEYOR'S MAPS AT PAGE 46-op THENCE FROM SAID POINT OF BEGINNING ALONG SAID EASTERLY LINE NORTH 12"35'36'WEST 155.896 METERS;THENCE LEAVING SAID EASTERLY LINE SOUTH 65"14'00" EAST 35.728 METERS TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 6.100 METERS; THENCE SOUTHERLY 8.834 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 82"58'30'TO THE BEGINNING OF A REVERSE CURVE CONCAVE To' THE EAST, HAVING A RADIUS OF 118.544 METERS, A RADIAL LINE TO THE BEGINNING OF SAID CURVE BEARS NORTH 72°15'34°WEST." THENCE SOUTHERLY 93.232 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45'003'43"TO THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 61.446 METERS,A 6 DescHpffon:'Contra Cosfa,,CA Document-Year.,DoCID 2002.2 68425 selected Pages 1 7-39 Page 27 Older. den Comment, 12-08-04 I I:44am. Frain-first American C.C.S. T-261 P.023/040 F-113 2.68425 RADIAL LINE 70 THE BEGINNING OF SAID CURVE BEARS NORTH 62°40'43' EAST;THENCE,.SOUTH ERLY 32.253 METERS ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22'41'22"; THENCE SOUTH 04°3T55" EAST 32-.558 METERS; THENCE SOUTH 52°32'00"WEST 36.894 METERS; THENCE NORTH 79°31'37"WEST 0.045 METERS TO SAID EASTERLY LINE OF PARCEL B (37 LSM 46);THENCE ALONG SAID EASTERLY LINE NORTH 10°28'23"EAST 47.228 METERS TO THE POINT OF BEGINNING. CONTAINING A TOTAL AREA DF 36.434 HECT, MORE OR LESS- N 111ft SU N0.6333 �i� •t/7./vc t� 7 D&sc7jpfion* C0n Costa,CA DocumentwYear.DodD 2002.268425 Selected Pages 17-39 Page 22 Order. den Comment: 12-08-04 11:44an From-First American C.C.S. T-261 P-024/040 F-113 EXHIBIT "B" 2634200 PLAT MAP SUBDIVISION 8002 AREA OF PRESERVED ON—SITE �g REO LEGGED FROG HABITAT 3ZS 5� 5u9DM65115 f►��RI 7.10 a� ASEMENT �: MET=YFTSWE 1:6000 � PARCEL 112 PM 50 EASEMENT ppRCp, A PARCEL 2 a i sto m = EASEMENT � PARCEL 5 TOTAL EASEMENT AREA = 38.434 HEGT, 3Cl wl 1p � to Cu r EASEMENT PARCEL 4 v � Bbl EASEMENT � PARCEL 3 .s LOT 4 1233 M A 0 'I97.00tm Nl9TI'IYIi 160S427mm PdRCEL C 99 PM 30 ME4Cl44M N.V. COMPANY 2�6-03D-003 a Descrigion: Contra Costa,CA Document-Year.DoclD 2002.268425 Selected Pages 17-39 Page 23 Order dan Comment. 1Zm0Bd=04 1From-First American C.C.S. 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N • • • • • w a . . • - • • I• a • . Lr � - r a• • 1 • ♦ �.-• • - I LSA Associates.. = 0 • , • a • • . I . /- • - . - 257FarkFZaCe ' . . an 0 0 a 01 . •_ - �ahfarma 94801_ : •. • - point Richmond. _ •9 . . • '100 - � • . ..wik I• ., - - (51 0 43&681 0 a - . - - . . A .. 9 0 No .- fZ 4W aFro1e • 0 # V � -0 . so .0 . 0,0 •a 11411D 6. 0 0 8 - - , a r 9 0. is .• _ . . Is % . . I • • w .. - / _ 1 • I - - dr _ • - . • ` • • Docunient-Year-D=10 Selected Pages 17-39 Page 2 - . DContra Costa CA Descriptions! Order• dan Comment: l2-08-04 11:46am From-First American C.C.S. T-261 F+02T/040 F-1 13 • moi•A�•rw r1•/IM •rr•••a��I•►frf • +I' • • to, r w LS^ASS 0CIAT U.IWCo • -268425 • • • • 9 •!'• •i f f* ♦• • •r•• Amp..!rr r r• OF CONTENTS •• •.. • M& •• r `as•i � • • •� a.0 40 0 a • .•i • PA dip • •r• • w ••* •1.ww•• •• ! '" • rill �•� �r �i/'•Rrr"O'r rrrr•rLN- a•�• L-RODIJCn , •s r•w a►•s f•s•i s••••#••••!•••••••!•r f+►• r••..•• •••w•r a•• •a•• •w err •• ri- •now iw r •• M • f •••• N •r• . w.• f'• • +••I W. • •... • .•Mi•I .•.•ap!"Wr M• rte•••r wr •ur OR • •••r w• r• �•r� r• a+••r w•r•••w•w ri*map reea••• ,of•r wwr amft, i• a".mom OWN.,"- .w •`f�r E-W err wr •• ••.•e �,i,i w. rf�"'�fir•.•i�••w•r r ri MANAGEVMqT i UNM w•a • it a&.6 • • rew nrrr ••.• • ♦ r••• • EastfarkAlww Creek r••R..o r•i♦s a•.••r•••f> WestF"kBuffm •i•ease... •r i...•..••••a a r••r•i 0• ••••! 0 0 a a W a a V a a V a a 0 a BoWedmdesweaA ••f,a w.•#• a i 4•a•r•s s s r 1••a•i s s•a••••00••w• ueanA Goseland•a••fi i•♦.a•••!a•r i •a a i i w••M•►• •i•••a R••• i i 4 ••w•a•••• 2 P • •. 2 B am •r•c.•a•••••a r•s a a a•.a a r i M•a a a IF f•a•w w 408• .w s .i_-••s ••• M"AGEMB-TrACTlYffM *a a•rr r • •• 2 •• •1 r••♦n•a • +A FCrk A bm Cmek Wnt FOrk 8 2 i•w!a•i r•�R i•�!i a r•! a!•!••a!•• ax&-p I f Wetlmd ••►�►••• a•#*•• •If i•a•�►+• a••+s a a i!•a►of !••s••s r i• •.••r i•. 3 Upland Grusl 3 • D -B ••a•t••r••••a••►••i►•••••r••!••••. a r e• ••s• Wo •r i t.w•s a • 4 • BuE*0 'cti r•w••.r t r r.a•••a i.••R a•i.a•r•••••• t• • r r • •• f r••w w• I M"AGMAENTRESPONSIBUITY ►••a•i•/r♦• r r••a r•*r r a ••s 0•a l••a* •• ••a•i r 4 4 v== ••••• see of a••i Mr•M•••f•a r•w••M i♦ •a i i N••We a /•!•I•• a• goose r 4 "from AM a•v•a•i••• ••+•r w i•r r•!R r••a a•.•• r•!•r a ar•a•• p • M a a r•. 0 5 l • ATT'A--CEUVEE T �'Teaa�d Bch rte Mcmitwmg P1W • r4 r . i • • • R • - • f • r • r • r + , t • M , r M i Desc 7 on:Con +costa CA Docut�en�`-Yeas.Doc/D 2002.26842517G,39Selected Pe es Paugew b � � -brnid'er,.dan Cofw.=,n,,to- 12-OB-04 11:47am From-first American C.C.S. T=261 P.028/040 F-113 L6A�=SO CUTlS.1 M� 268425 nVTXODUC77ON - - "wow 41� The Wcndt Rwch Pwject�°II� 86.30 acres of on siu open space which will be mana8e� -- as red-1eg8ed frog�t�' This consists of rhe Easy Fork of Alamo Creek ffid setbacks, - ._... - - ;esbacks from the West Fork of Alamo�C�Icv the 4.53-a=seasonal wct]�d(Buffalo ap wetland) and buffers.and uPiaad g�lmds jocated east of the Wt fiosk chaaael. These exhibit Their characteristics aze desrnbed below.was are shownon the attached snitigafion - MAIVA 49EVENT UMTS gdrtForkAlama Geek The East]Fork of Alamo Creek flows across the pmperry in ge°�� to so y a north uth direcuom The East Fork channel will be ietaiaed i3m a natural aendirion with the only work - within its banks limited m the constivchoa of�outfall from the detention basin and the Val of i3&oduced trees. A�in�e bridge crossing of the creek will be comsaucsed. The bu:rfrr sones upsuta�of the bridge aossing�be heavily planted on both sides of the seek with native ripsian�eg�n°n- This�caa�ins the aaaowest creek setbacks and the rip�aa pimtag is intended to visually buffer the creek zone whle intxod+um8 N'oodY riparimn babitat ]Dcwns=e=of the bridge sassing ft east and wet buffe[s will be seated differently. The hinside. 1t grill be retuned in itscmre�rt eondirion of non- ieast sdo is a slopingfloor which scpantes the two forks of L �ssland. The west side is part of the all�ial valley Alamo Creek Valley and coast live oak will be plaatod witbia the setback area to c[eate azs illiptic3u mem will be installed co provide water unto theoak sava�a- A t�p�Y oa their own. The irrigavon System will be discoffiected at that are established� be,defined,.., an"open!It f=ce. oma The buffer edge west Fork Buffe" Tbz West Folk of Alamo Crmk flows adjacent w the western boundary of Uu PropatY and �e pwied inchifts a buffer zone from the ueelc. The bu$er saes is pall of the alluvial valk5' bo=inw �parues the two fa�C;of the ereek 1t�is azea will also he plated with native pis tv create as oak saV�na- A temP°�Y irri.Za°II& 0 a �wiU be installed for t[ce establishment. This will be removed Duce the meets cera SMW on their own. 11u buffer edge wiA be defm,d by an"aPm"fm=* Duffalq Wedand.- on The p�Ject site wntaIDs a seasonal wetland located the valley bottom portion of the es were determined througl►the judsdictiona delineation unified by p�pety. lbeboirno'ari acs. 'the veri5ed shape of the wetland resembles a buffalox the US.ArmY Com of En gine da��to be,4S3 acres in siu. The project is � hence its�°wetland an establishing a minimum buffer of 50 Beet from development. 'the preserving 1 3NA1(P:\SII+9M RLFW b�w-'wPdl Description.- Contra CostaCA Document-Year Doc/D 2002.268425 Selected Pages 17,w39 Page 27 Order. elan Comment. 12-D8-04 11:47am From-First American C.C.S. P-OZ8/040 F-113 LSIIwSSOCIA7E5,tT►C. buffer edge will be defted by an"opea"fence ftt prevmts direct physphysical---css. The e in as undisturbed coalition and wi]I not be �. Piezometerswetland.willbe maua�taui d �'a�zeters ha�►e be=installed in the wetland to monitor soil saturatioa,levels. Awaters oumce will be installed toprovide-suppl enW water if monitoring detemines that developmentapmdevelopmenthas 0 j resulted in a de onase m wetlaoad arm � _^—' _.--r -- -- -- ------- ----. _-------- -._ Upland Grassland The project is preserving approximatetY 55.1 acres of non-native grassland located south and east of the East Fork of Alamo CreeX The plant cover in this area is almost cntirely anmial grassland. Two valley aak aves grow near the crest of a spwr ridge at the southern end o#'the paty and a seep with seasonal we�id vegctatiaa is present on the slope above the creek. This area also contains the reach of Al=o Creek on the propaty downsm=of its confluence with the East and Nest Forks. This area will be maintained itt as undisturbed condition. Blue eldcrberry will be planted in the v�ciaity of the spring to create additional UPI and habitat for Caliofon3ia red legged frogs. Detection Basin ?he Projoect includes a detention basin with a Z 1 acre foot storage voltnve located south of the Buffalo wetland. The basin will serve as a detention basin in the winter and an evaporation ••-~- bbasinfor nuisance flaws the iader of the year. This b will be naged separately from the remainder of project open space by the Wendt Ranch Geologic Hazard Abatement . _ District(GF3AD). MANAGEMEA7ACTfY1T1W East Fork Alamo Creek and West Fork Buffer The East Fork corridor and West Fade buffer will be managed as California r=i-jcggcd frog . habitat. Manag rx,enc will consist of the following: Thi oak savaana/ripariaa plendngs wi]1 be*astaIIed and maintained by Shapell Industries for a tb�ree-to fivemy=period until the plants are established and able to stnvive oa tbtk own. Maintenance activities will consist of arigation,weed control,plant protection Of necc�ssary), plant repiacemcnt and fence i3WQV--&-! and repair if necessary. The' systaa anal be . disconnected and active maiat�aace srtopped after a m�nimvm of three and no more five years,depending oro plant performance. SUC--ssfn -hlisl will be achieved when 75°l0 of the trees are atitively Browing(adding 6 or tante inches is height during the last growing season)with as irrigation frequency of once per month. Long-tum knance can begin at this time. Long,-tc= willOfntengnce nsist monitoring the creek corridac to determine that habitat conditions are being maintained and Pmtective fencing is in pi c. No active management irs anticipated. Long term ujainunance activities will include removal of nor-native woody 3Mio t cp.AS1N933tGRLFEIabirat,•rpd) 2 . Deswptlon: Contra COstar CA Document-Year:DoclD 2002,268425 SelectedOrder. Pages 17-39 Page 28 dao . 12-08-04 11:48am From-First American C.C.S. T-161 P.030/040 F-113 t3►ws60CUTes,rxc. 26842a ' ,�—, PIgmt seedlings (e=alYPtus,tree of heav others)aad other non-native plants(Arvada, .1 '' Him aya berry,Irmca gyp.,eu-)s inspwtion Of fencing and Mar 85 necessary,,aad trash tcmavaL 'Once established,woody oak say arnaahiparian plants will be allowed to grow with no further - ... .tee. Plant protection cages will be removed whin tree height exceeds six feet. Natmal - --• - regeneration will be relied on to replace badivi plants. Buffalo Wetland The buffalo wetlaad wW be monitored for a teasycar period. The purpose of the momtoriag will be to det if site development results in a reduction in the surface area of the wetland. Monitoring wiIl consist of ting regular piczometez readings(every two weeks) during the raiay season and annual vegetation sampling. Piezometer data will proyide informationon the leagth of time saturated ooaclirians are present in the suifaee soil Vegetation sampling will establish the edge of dominance by hy&ophytic plantspccles. This wi11 allow us to determine bow wetland boundaries change over mne. The wetlands 3nouitoTing prograos is descdftbed in more detail in Attachment 1. If monitoring detenaines that sufficient water to maintain the wetlands surface mea is not present, a.nutrgatioo play designed to provide,supplemental water will be pt�pared for review _.� and approval by the Regional Water Quality Control Board. hnpl auon of this plan will be the responsibility of the longterm manager of the open space. Upland Grassland Thr,rear yards of the homes adjacent to the upland g=---laad will be fenced. ]Fence rnaincenance wi11 bethe responsibility of the individual homehomeowners. The homeowner association will be tespans�'bIe for maiBtair�ing a 50mfoot-wide fuel break adjacent to the rear lot Lines. The fuel break ws�1 be maint�aed by mowing Native trees will be planted within the fuel bleak area and lbubbler imgauon system installed to provide water to thEm. ShapeU'Iudustries will in.seiall 18 blue elderberry at elle She of the M *Ae seep and=aomtor their survival for fluee yra�s. Manitori�g a�]also include a�aually measmnng the height of ea+cb P 12=at the end of August. Any plant that dies urmg this period will bi zeplaced. Moritolilig will end when 12 or more plants have survived for twee yem have doubled their height 4 Graying wiU be stopped in this arca whenhome constraction begins. The potential for mending this plan to allow gazing east of the creek will be considered in conjnaedon with matza$eraent of the Alamo Creek open spice if that prof eet is approved. Fencing of the creek zone would be necessary if thati*s alloared. 3/9/01(P_tSII4933%CRLF[iabi=tWDd) 3 Description; Con Costa,CA Documentm Year DocID 2002.268425 Selected Pages 17-39 Page 29 Order. dan Comment: 1Z-08-04 I I:48am From-First American C.C.S. T-261 P.031/040 F-1 13 L:,�•SsoCIAT�:.lNC. 268425 ' r• ''-� Dete�sian Bashi _ . ...__. II18lIItCflaIICC Of Ile detention basin will not be included in the regular mana8�a ° .. ect o en space. This win be performed by the Wendt Ramch SHAD. Open space PrW0i p . . w�tmn the basin wit be limited to bullfrog eradicatton as �escnftbed in . ...� _... ��gemcat activities ---' �— -- - - -•the following section - . . --- BuRf,rag Era&callOx orha project will arcicipate in regional bullfrog eradicauoa a�orrs. Specffi.cally,Shapell will eracate bullfrogs on tie�Teadt Raac�i pr�pertY and,subJect to the approval diof the County flood control district,the stormwster detention pond located north of Camino Twsajara Road in the Shadow Creek subdivision. ��e fm� will require multiply visiu(10)to the geekand Eradication effosts fy� win be whenever do �oa PO� ming all visits adult and juvenile buE&ogsrr. possble. Dung he pg 00� Wi0 fic VV n0 s wM be made to search forbullfrog eg8 amasses. Whey foind4 egg maSSeS wU be rem4Ved m he ante. Daytime and nighttime visits anal be made to mau�e e�ctivencss of the eradication efforts. After the fast two yews of intensive eradication,follow-up visits will be made on an aanuai basis to rennove any remamiag bullfi'°g�,their eggs,and to ease recoloaizaeou does not ap occur. Four visits will be,mads each yrs C3 sp�rmS� 1 nvd su7 tniner)to accomplish this ' - vitemcat the will be condwcted�n - maintenance requireraen� Thus is an ongoing rccl perpetuity. Era�dica�ian work will be cotndinated with otter projcprojectswl thm the Alamo Cr=k watershed including Gale R"--"^Ik,Windem�re,gad the Alamo Cre&and Intervening propetves if aPProv°d- . MANAGEMEN-TiMESPONSIBLUTY Short-terns Sbortrte managMent activities include: 1. yak wee monitoring and maintenance 2. Buffalo wetland monitoring 3. Elderbecr�f m4m�� 4. Bullfrog ecation Shapell Industries will be responsiibte for casuring short term management activities are conducted.. . �sro�(p:�sa�c9�vc�t�xia��� 4 . Description: Con Costa,CA Document"Year.Doc;[D 2002.268425 Selected Pages 17,o39 Page 30 ` Order_ den Comment,:. 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Lao ��� �� '�� �Y • t • « •M • w • • M } w . i � • w i • i w • • w • • s . • wr I f t DeSW#Ion: Conte CoSta,CA Document-w Year.Dowlcl 2002.268425 Selected Pages 17-39 Pugpewl 31 • -Order. dan Comment:- i:49 am Fr.omswFirst V �• . . r American C.C.S••• .•r+, + • •i�iM,•�w••t • Tm26l •"mum • r+ Mi P 033/040 Fml 13 »• w ••= I I • • a • • w t • s ' • •\ • •• • • •• • ! •.•• •r•a••• I �r M r--a-~••IF«�M�Imo►•w.•• t•d•�r •i•i• • ♦ • • 1 ' •• •• • ..••••/• •�!• • • •r•• I ••s•r.••r a �.•�.•.�\i/•w�11'►• �ii••�•.r.n+M+s►Qr�•Ib!!r Iw I•-'� *. . •.. •�r+� w•: •• I• ••�!�w�•r•M i•� • ri'ia�/! •.•.1�'-1�r••i�rrr'i/ • so • . ~P • « • • • 00• •�: ••. !+ • •IP i • • • • wr • •r 4949.4949� �♦• i ••• • • • N • •_ • • • q I• • 4949 i a I�••+„•�/�+•,'r•�.!4949 I �••• • •• s ` I • • •- • •4949 •fir!• 1•r• i1 r::e, • ��•i• ♦•4949 • • • r • • • • * • • • • • •� • • • • L ; • •r •4949 ♦ r •• i•• 4949• .I •r J • • r • 24; 8 r • • i• i •.+ a • .�/��t•4949••r••.rir i•.•+A.ai♦�•�ri1••M�u••wt w+•••nr,wlwr•►•+•w/�••��••w•+rR'••�'�••IA•� • • • • �.pr•r••r�••M� +��1�•Mii.r.�� •� i•••� • 1i • �•. •1lr�rr..M1�!�S.•w•�r.• «..rzd•i•"m+• ••«�••s• rl �.4949• � •M i ow:b � +�u• .�•••f 4949••• r•'{•�•�.••�•••�w�••••••rr�•••••.�.�..•-.Aw ay•►!!49'49 •a r Imo• •i.•„Ammot n%.{f•iwr r•• • w• go 0 •• • •• f�••• • ••. • ' •••wr • 0 • •• S .i • sw •• • • •4949 •w•rw�•• w�+.r•.r•r�••r•� �.i iM•4949•r� •�.► «•�•� 4949•� �._ •4949•.r�.4 r••i• ••r•••9wr•'00010 1*+01mr•r.41000 •••v•err•wli •.fir.•�w••r.�rpm-••-••.•A•`�•-+r•i�•'r•+i.�rw•I •�r�'�•••rs��•�I��•Ir•�.••IMI• «•�r•r • • . 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T-261 P.034/040 F-113 L3AA8S0CIwTtS.tNC. ,r-- Wetland Monitoring PLan ..- Wendt Ranch Project,Contra Costa County,California Corps F1le No.231995; RWQCB File Na 2118.Q4(10tn) 10 0 Intrvdu X: This monitoring plan a►iIl document aauual hydrological and vegetation ... -- ... conditions within the erve�4.�acre seas0Aa1 vretIand _...:_ Pres area.,mown as tha`Buffalo 2G8�� Wedmdv127 as shown on the attached figure. The P Ose of "Wring will be to determine if hydrolosIcal and biological conditions of the Buffalo Wedand undergo any sipificaat chanes er post-wproiect conditions. F.xistiAg Hydrologico!'Conditions: ?he B11fl'alo Wetland relies on three source,of water -inflow-direct rai�c�fall,growadwatCr nPwelliaB,and surface ru�totE Groundwater amd direct rainfall are likely to play more significant roles in the we�aDd's ovezall hydrology than docs surface runoff. Topography limits the contribution of face WE The wetland is located on a terrace between two forks of Alamo Creek(see attached figure. The creek forks sefve to intercept surface ruao$fr�m the s'urrottnding area located to the south east and west. Limited muface ruuo$reaches the wetlaand from the mea located immediately to the north. The watershed area to the north is approximately 5-10 acres and discharges mostly to the two creek forks_ _ab The percentage of northern runoff reaching the wetland is I&ely to be low because ppphic wV Ons promote lateral nm►off into the creeks rather than southward runoff toward the Buffalo Wetland. Groundwater plays a role m' stning the Buffalo Wetland due to the site's underlying geology.. The site is uaderlaln b.21h�near-vertical rock beds in the Sore Formation that is folded along an cast west orientation,with dips of 70-90 degrees to the nartV Groundwater0 within the more permeable bedrock is forced upward by pressure,similar m ugweIYal artesian conditions_ Ibis occurs at hillside seeps gad at several locations within the Buffalo WeUaud .. (Con Costa Conmy1996).where teceat piezometer data d=0LMUated an upward groundwatu (Engen 2000a).. Direct rainfall is is the moderate range for the Bay Ares(meat 19.3 inches ally)but is probably adequate to susiaia the farult�ive and faciiltifivem-wet vegetation types that . dominate the Buffalo Wedand(e.g..,Hordeum V nurn ssp.9=-IO?IIW* 1 ,Loliism peremie)- The Buffalo Wetland AM=a shallow,slightly concave basin with poorly draining soils, anulative of vernal marsh weuands. Directraz?2fall is frilly captured amd hold until:t is lost tlmrough slow downward percolation and evapotra�aspiration. Seasonal wetlands with this type of`tircraal xsb/pooF hydrology can sustain=tended periods of soil saturation and/or surface waters based solely on duzd rainfall_ risting Hiplasical Candidons: The Buffalo Wedand,*LS characteri2ed by s:aturat�d soils daring the rainy season but is not inundated. As such,n docs�t support an aquaxic macro- 3!9/Ot(P:LSW933%WeclondMooi~l=-wpd) 1 . Description: Centra Costa,CA 00=Ment-Year.DoclD 2002.268425 Selected Pages 17,w39 page 33Order. dan Comment: 12-08-04 11:50am Fram4irst -America.n C.C.S. T-161 P-035/040 F-113 26BUS or ancmfawial co�munit�,but xat1�svppores fa�a associated with the snrmvndmg . �• .._� gasslands�such as common garter make(7hamophis touchu),western to (Bufo bqrew) and=ee{=pg(HY,74 regilla). Vegetation is a mix of hydrophyfic and uplaad gasses and herbs wCaUy"toociated with seasonal wetlnd areas. Dominant plant species are meadow baIey,P rye glass,avid b9iiq(Sm;740�146%Fnum)�se�8es(Cares spP•)and lmstiY — do --=--=oxtongue(Picric uhioides)... .. a 4b - - •0 4W - •---- — --•.. _--- Potential Impacts: The proposed Wendt Ranch project is�t expected m impact the hydrology or biology of the u$alo Wctl=(L The two most important so�ces of mflaw toB the Buffalo Wetland w�71 be imchaaged. DIIeet rainfall,Probably the most import�t source, will be ffic Groundwater upwellmg will also not be affected as the =non of the stormwatc dzuntion basin is not anticipated m cause nay sigeo5cans impact to local groundwater condirions. The third source of inflow,surface rmwfffmm the watershed to the north,wM be impacted because of the residential development m this 0- area Howeve ,glum the probable insigni5ca�e of surFace maoffto the Buffalo Wetland's hydology, this impact is considered to be negligbie_ Vegetation in the Buffalo Wetlandis adapted m the seasonal aanue of the hydrology. As long as the hydrology remains unc6auged,the vegetation is not expected to ehAMge. Monitoring Approarls: The fundamental hvdrologic9 monitoring approach will be as follows: � I 1) doc=ent pre-project hydroperiods is the Buffalo wetl�d during2000-2001 rainy Z) ttiate these by&op 'Pods to a normal hydrological yew,based on tecozded rainfall data,and propane a set of baseline(refemce)hydrogVhs g) cooduet�nuai piny season moniwcing ofpost;mj at conditions for a I 0yew period; 4) compere PostsTr0iect hydrogmphs to the baseline hydrograpbs to determine if my si "ficmt changes have oed. The fimdasneatsl,biolop�---cal monitoring appioaeh w71 be as follows: 1) conduct baSeline monitoring of vegetation cove at the cad of the 2000-m2001 niay Z) map baselme wetland bo= im 2000-2001,using Coops Section 404 Jun-dictional eritecia(Corps 1987),prior w tLe stazt ofproject was4vctioa;survey wetland boundaries. 3) conduct annual vegeration cover ' orng and wetland boIudazy mapping ofpoS -- period; project condi ons Sora I 0.year 4) w �e mppostDW!project vegetation cove�d wed d bo�md�ies to baseline eoaditions to determine if any silyuficant changes have occumd. vsm�R'�ss3�waa�aM���e��.w� 2 description: Conira Czksta,,CA Doc;ument-wYear.DocID 2002.268425 Selected Pages 17-39 Page 34 Order. dan Comment: 1Z-OB-04 11:50am From-First American. C.C.S. T-26 1 P.036/040 F-113 LSA ASS OCIATLs.INC. 268425 Methods: 1.HydrologY- JJyftperiods(Le,,,the length of interval duriag which seasonal wetlaa+ds maintain saturatiaa and/or ijamd.aacn)shall,be measured at eleven locations is the Bu�alc ------wetland. Smpling locations will consist of nplirates in the center of the mesh,midowmarsh 6 a-____and marsh edge,�shallow piezometers(<3 feet). Piezometers will consist of slotted, .two-inch di eter,3Z-inch long PVC pipes,inserted into a 3.25-incb dieter angered.hole. ._ . .... The pipes will be.installed to depths of 24 inches with 8 inches Ab 7b. gru�md. Augured holeswUlbebackfMcd with sed,atld sealed with b=Wnite. An oversize PVC cap Will be placed atop cash Piezometew to exclude r�nwatcr. Ground water depths will be recorded at two week interyals tbmugb the rainy season each yew for an 1 1-year period(prewpmj=t year plus tea post-project years). The observant shall record the date on which the seasonal wetland first becomes thoroughly satwrated, anti the date on which saturation ceases in the upper 12 inches of the soil profile. Hydrop '0d sha]1 be calculated as the length of inteival during which saturation was maintained. Hydr,OVVbs(plots of water level vs. time)will be averaged for each set of replicates(center marsh,mid marsh and edge of the marsh). Baseline(pre-project)hydro6 ll be "normalized"us�.g rxorded precipitation data from the Mt.Diablo (North Gaffe)tecordiag station. 1'"W9 will ail azijustiag baseline water revels by the percentage of me=aormat precipitation levels recorded for the baseline tormg year,, 2 Vegetation"Two penmane�i�tterceptiug tr'anse�ts will be established across the center of the wetland, The sects w�11 be placed at 90 degrees to one another so that the north-south and est west wetland boundaries are iatezceP#ed- Along each tmmcl, l metetz cover plots will be placed ng g at points approximately 10 meters outside the baseline wetland bourcdazies(see attached]Figure). Absolute vegetation corer iu each plot will be estimated for all observedspecies using ]ara=_BLIaquat unequal cover classes as follows:less than 5 pacemn'tv 5-25 percent, 16-ZS percent,26-50 pmt,SI-75 p=ai4 76-100 p for each species(native and non- native). Caber estimates ai111�averaged to determine overall cover for the enti tna area..Unequal cover Mass u�terva�ls will be used because such intervals allow fur an easier atimabon of species-cover to area relationships than doenlln class intavals(MueUcrw Dombois and Ellenbmg 19'74). 3. Wetlands Boundaries-During the baseline maaitor ng year(2000200 1),wetland boundaries will be.determined is accordance with Corps guidelines(Corps 1987)and the bo=dary=VeY,ed=d---e& Insubsom­,ent monitoring years the edge of dominance by hy&0phyfc vegetation(Reed 1988)will)be ascertained along each vegetation transect These data w�71 be combined with pi=ometer data to ascertain ifhydrology and vegetauou continue to meet the Corps definition of wetlands,or if the boundary has contracted or expanded Soil informsriort may be needed if hydrology data do not clearly establish as aquic moisture regirtie or if boundariesto appear have eacpanded. 3/Wd1(P:LSIN933%WetlsndMonitoringPian.v.pdj 3 Description_Contra CostaACDocumentmyear.Doc/D 2002.268425 Selected Pages 77-39 Page 35 Order.,den Comment: 12-OB-04 11:Slam FromemFirst American C.C.S. T-261 P-037/040 F-113 LAA Ai70C'ATif.lM C- An mug it wn71 be prepared and s�ubmi�"�-�r �-- Reporting and IxteFPrnadoa of tabl aad h7/drogaP�for mch of the the���tohBoarcL �include. The rcpon d by the averaged daMe from the three iezom�T the Bu$alo Wetland(regwcute�X15 of ms�ilts ws71 be provided,as weII as .. _. . t .. replicate)• A uxtual dents iu the mon?toring?�PLOaek and aaY recom�euded _.._ ._��endations for MY a�J • - -- .----- 21=timss --- hY&01 bs rcnic&. 0 M �be co�ed Sor each of the three — - - aVaseline��aud��locations`01%t �t mazsh,mid mazsh and edge aft��or moreIf the�� aze sif�candY different from d►e baseline hydro�P _ect m annual p[eei41taaon condirions(eg.locatiOX6hydmgaphs m���be discussed`Hith�P � due�o cbaa8ed hydmI09Y ahaormsllY�Y�set yews)sad whether the diffaeac maybe �with ieg� resnitinB�o� pr6jwt cansuucnon. Ch�stg�Al hydrology will also be discuss to whether or�t the chanSes�P�ent a beneficial,fieutral or negarive ;0tenrial impold on the habitat valve of the Buffalo wetlands S,gn,firant diffcr=,w s1 be defi=d u my of the following: 1, A 10 pment or gradeviation from normalized baseli'me canditions (not utributable to abno�g iamfall coaditieas)with respect to the early rainy soon onsd of initial wetland byd�°O1°- baseline condirioas (sot 2. A 10 pecce���a deviation n° ,with e�to early drY season Obutable tc ebnntmal ra��COIIdiuons) �a'�0�' deviation from no�ized baseline conditions (not 3. A 10 percent or Sia conditions)with respect to mean gmundwater lev els. atmbutable m abaocmal rainfall Ve$�catinn diffesenocs will be considered ficaut under any of the f01113*bg ooadiaoas: 1 If the mean perces°O"�by hydrophY�c SPeeia��to below SOPatent absolute eo' w- cove by h y d ropbyi C sP�'es yhgher variance is Pmt teflxtinS a Possible shin to 2. �T��:g mt �momwrinB Yeazs� between b�Sseline and postproj lots. "Sigidficant"will mem a greats than 10 kw yp�jGs in soIDe vep Percent increase iu the s[aadacd ate'of ffir mesa. 3. If the weslaad bW have coaLraeted, and snch coon maot be arta'bd to abaoimallY d�Y rainfall cm�rions• Potential Mbig, 'cp r8f neede�� Mmonitoring results���°t hy'�O�O�cal�biological conditions have Si mw%Bed,esti tIIaz d�oc.,1�.n5�or likely to esaSC���cwt be iraptacts to the��e4 s+bJ0.�� then one or more of the f0110v6ng POT=t'al midgati �j the pr'b ior review ami��of the Board: 4 yyN�(p;�5 W 97TW nW dMmnwrinB�•"'P� Description:Con Costa,CA Documentw-Year.,DoclD 2002.268425 Selected Pages 17-39 Page 36 Order. den Comment: 12-OB-04 11:52am FrommFirst American C.C.S. T-261 P.038/040 F-113 uw�ssonutea.INCA same If the.wedaad has become sig¢ific�tlY drier,thea it w�71 be supplied with additional (_ _ wale from an Upstream source. The method,timin8 a�amouat w�11 be detailed in a Sman Planwhich will be reviewed and approved by the p*.4onsl Water Quality -- Control Boardpnor tO the addition of any water. Thedesi�of the augrnrntaaoa w�l allow inflows thrangh several discbarga'pQints along the wetl�d's----V-------- - -----ft-•---- edge. . . . -enowmee .-- - ' 2. If the wetland has become sigpifi�antl}'w'��and this has been deumoined to be m��pjeypmeter data w�71 be analyzed m deteimiite aheca the addirional inflows are derived from. If the detection basin is the cease,then additional impervious]miaW swc B shaII be instaIlin edthe basis. as n��-� sOurcr.Is conveyance m7+st�+e S���the de"lopments�a subsmtace iatacep� vta71 be installed between �e wetland and develogmmt,to wavey water away from the wetland wad inta the deteation basis. 3. If either of the above c¢cumstaatrs occur inear y10 of the Monitoring period,thea aonua]monitosinS M contiaue imeil such ame that mitigation acrioas bave been deceanined to be effective,as defined by the absence of�y fiuthe si e�ific�t differences between the baseline and arcual monitoring results. Timing: Baseline monitoring shall be conducted each rainy season sod early dry season (approximegly jqov=bx.*MaY)betwecn 2000 and 2011. A�mual reports shall be submitted to the Boscd no Iaeer thea Au S�st of each monitoring YMM, . References= . Contra Costa Cn�mry. 1996• Draft En%im=wtal bnpart Report Wendt Ranch Gmaal �I r,ent and Related Acti41ons.C File#GP.95.0012,Rezoning#RZ963037, Subdivisi,on#SD9.5go SCH#96013041. August 1996. Engeo,Inc. 200 & AMw 11,2000 Letter to Kaic Hart,Reg-i-onM adl Wates Qual itY Control guard tided"Wetl=d GmmdqwS y. by Ufi E15eeea ahu. Engen,Inc,, 2000b. lung 1,2000 Letter w Ka�ee Hart,Regionat Water Quality Control Board entified"Response to Refdong Plater QUalitY °l BoaTd:" PrePared bY Lhi Eliahu. MuebUermDomboisj,D.inti Ii.Elleube& 1974. Aims�d metho&In vegetauoa ecolop7r. ' John WHO&SMS,Inc..New York. Recd,PJB..s JTS 1998. National List of Plat Spes that Ocew in WedCMA California (Region 0). U.S.Fish Wildlife Service Biot Rep- 88(26-10)- U.S. Army Corps of En�aeas(COTPs)- 1987. wedand Dclineation Mam�al. Technical Report Y-87-1. Waterways EXP Station,Viclmbur&Miss. yf tp'•1SM93Tq'edwidMa6mringPtmwd) 5 g�p Description: Con CostaCA Document-eYear.DoclD 2002.268425 Selected Pages 17.39 Page 37 Order:den Comment: s � ` r► s � f ! [ f t !f ,.•� *. A.0 J:t +"r?� rte+�;:.•.- r. < ti a�'1r-% �•�• t }�''-jY t�, �•.-r�b✓- ^'t-r t"fit, Al�T yr' +�y!r h• f k �T24nr , t n ry � t ��.yt'i.�X-, R/w• ?'R„� �f•"., y �'•"4 .y��'��4.•n'1'�A�.�' 1 f`*1 . 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Curtin,Jr. Direct Phone: (923)975-5351 daniel.curtin@bingham.com Our File No.: 2722720045 Vria Mail and Facsimile May 18. 2005 Bingham McCutchen LLP Uri Eliahu suila 210 President 1333 North California Blvd. Engeo Incorporated Po Box v 2010 Crow Canyon Place, Suite 250 Walnut Creek,ca San Ramon, CA 94583-4634 9d596-1 270 Res. Revision 1 to Wendt Ranch GRAD Plan of Control 925.937.8000 gDear Mr. Eliahu: zs.9�s.539Q fox have reviewed Revision 1 to the Wendt Ranch GRAD Plan of Control which will bingham.com mover the Alamo Creek and Intervening Properties. which are proposed to be annexed into the Wendt Ranch Geological Hazard Abatement District("GRAD"). Boston I understand that this Revision 1 replaces the original Plan of Control in its Hertford entirety. Under the provisions of this Revision, the GRAD would assume London additional monitoring and.maintenance responsibilities for site improvements `°S""9el°' within the Alamo Creek and Intervening Properties projects. Those are listed in New York the Revised Plan of Control dated May 10, 2005. Also with respect to the tithe Orange Count' for the open space, including the detention basin and bioretention basins,the San Francisco Revision shows that such title will pass to the GRAD. You have asked whether s����o�Valley Revision not those additional GRAD responsibilities and ownership fall within the Tokyopurview and provisions of the California Geologic Hazard Abatement'District law Walnut Creek as set forth in Public Resources Code sections 26500 et sear. In my pinion. they Washington d0. Analysis A GRAD is empowered to acquire construct, operate, manage, or maintain improvements on public or private lands. "Improvement' is defined to mean any activity that is necessary or incidental to the prevention, mitigation abatement, or control of a geologic hazard, including, but not limited to, all of the following: • Acquisition of property or any interest therein; • Construction; • Maintenance, repair, or operation of any improvement; ._y_lA Uri Eliahu May 1 8, 2005 Page 2 • Preparation of geologic reports required for multiple projects within an earthquake fault zone or zones; • Issuance and servicing of bonds, notes, or debentures issued to finance the costs of the improvements(specified in subdivisions(a), (b), (c), and (d). (§26505) Bingham McCutchen LLP Further,,the GHAD may acquire property or an interest in property, 26577) bingham.com AlS0,the CHAD may acquire, construct, operate, manage or maintain improvements on public or private lands and accept improvements undertaken by anyone. (§26580) In forming a GHADt after notice and a public hearing, a plan of control is adopted. The plan of control prepared by a certified engineering geologist, describes geologic hazards,their location, the affected areas, and a plan for prevention, mitigation, abatement, and control of these hazards. (Section 26509) The plan of control serves as a'constitution'for the GRAD and addresses.the GHAD's ongoing activities,, including the monitoring of geologic conditions, identification of geologic hazards, construction of needed improvements,and the maintenance, repair, and replacement of facilities. The plan of control is the controlling document., See"Geologic Hazard Abatement Districts: California's Experience with Hazard Mitigation through Special Districts," Daniel J. Curtin,,Jr, and Shawn J. Zovod, Land Use Law&Zoning Digest,Vol. 55, No, 6, June 2003,. The plan of control can be amended or revised if the procedures in the law for adopting the original plan are followed. If the provisions of the plan of control show a nexus and explain that the improvements and maintenance of the improvements and the ownership of certain properties are necessary to handle geologic hazards, then such work can legally be done by the GRAD as long as there is a relationship between the duties, goals and the objectives of the GRAD. The Revision I to the existing Plan of Control contains the required nexus or relationship. Therefore,these additional duties and responsibilities of the Wendt Ranch GRAD fall within the purview of the state law. If you ha ny estions, please adviseO Si el yo el J. C in, Jr. 301693571.130C EAIGEO INCORPORATED APPENDIX F Maintenance of Detention Basin on Wendt Ranch Dated April 20, 2005 4063.1.050.01 May 10, 2005 Revised May 24, 2005 Writer's Direct Line:415-774-2977 efoley@sheppardmullin.com April 20, 2005 Our File Number: OSPL-061333 VIA FEDERAL EXPRESS Ms. Teri Rie Contra Costa Public Works Department 255 Glacier Drive Martinez, CA 94553 Re: Maintenance of Detention Basin on Wendt Ranch Dear Ms. Rie: At the request of our client, Shapell Industries of Northern California, we are writing to provide our opinion regarding(1) whether maintenance of the Wendt Ranch Detention Basin ("the Detention Basin") is an authorized activity under the conservation easement affecting the area in which the Detention Basin is located and (2) whether the ordinary maintenance activities require any additional authorizations from state and federal natural resource agencies. Our opinion is based on our review of the Wendt Conservation Easement and the authorizations issued by the U.S. Army Corps of Engineers, the U.S. Fish and Wildlife Service, the Regional Water Quality Control Board and the California Department of Fish and Game ("the Natural Resource Permits") for Shapell's Wendt Ranch and Alamo Creek Projects ("the Projects"). Based on our review of these documents and discussions with agencies during the permitting of the Projects, we believe that all necessary authorizations for typical Detention Basin maintenance, including sediment removal and bank repair, have been procured. Accordingly, no further action is required to continue operation and maintenance of the Detention Basin. I. Background The Detention Basin was constructed as part of Shapell Industries' Wendt Ranch Development Project, a master planned residential community located on a 157 acre parcel in Contra Costa County that includes approximately 272 units and 86 acres of designated open space. The Detention Basin is designed to reduce the magnitude of storm water flows and provide water quality treatment for the Wendt Ranch Project and for a portion of Shapell's adjacent Alamo Creek Project. It also provides stormwater detention for runoff from the Ms.Teri Rei April 20,2005 Page 2 Intervening Properties Project. The Detention Basin is located in the Wendt Ranch Project open space area which is protected by a conservation easement. The Wendt Ranch Geological Hazard Abatement District ("GRAD") will be responsible for the long term maintenance of the Detention Basin. Pursuant to the Operation and Maintenance Manual for GRAD Maintained Drainage Facilities (Engen, February 2005), the Detention Basin will be monitored at least twice annually during May and November and after any storm event which results in at least 1.0 inch of rainfall in a 24-hour period. Regular maintenance is anticipated to include removal of litter and coarse debris, vegetation control and cleaning of inlet and outlet structures. Silt removal and bank repair/stabilization will be conducted as necessary. A. Wendt Ranch Approvals Because development of the Wendt Ranch Project involved minor impacts to waters of the U.S. resulting from construction of an outfall structure associated with the Detention Basin (impacts to less than 0.1 acres of waters of the U.S.), the Project obtained authorization from the U.S. Army Corps of Engineers pursuant to Section 404 Nationwide Permit Numbers 7, 8, and 33 . As part of its permitting decision, the Corps reviewed a long term management plan for the conservation areas, which includes the Detention Basin; the long term management plan contemplated long term maintenance of this facility by the GRAD. Prior to issuance of the Nationwide Permit verification, the Corps consulted with the U.S. Fish and Wildlife Service to determine, as required under Section 7 of the Endangered Species Act, whether the Project would jeopardize the continued existence of California red- legged frog or the San Joaquin kit fox or result in adverse modification of then designated critical habitat for the red-legged frog.' On November 6, 2001, the Service issued a Biological Opinion for the Project (Service File No. 1-1-01-F-244).2 In the Biological Opinion, the Service considered the potential impacts to listed species associated with use and long,term maintenance of the Detention Basin. It found that: "use of the detention pond by red-legged frogs could subject individuals to toxic environmental contaminants, urban adapted predators and periodic desilting projects, resulting in chronic impacts to individuals within the project area." Bio. Op. No. 1-1-01-F-244, at 15. It determined that the Wendt Ranch Project, including the maintained Detention Basin, would not result in jeopardy to any listed species or adverse modification of designated critical habitat. The Biological Opinion specifically authorizes take of California red- 1 Subsequent to issuance of the Wendt Ranch Project's biological opinion, the red-legged frog critical habitat designation was vacated. 2 The Service issued an earlier Biological Opinion on June 28, 2000, which considered the impacts of the Wendt Ranch Project and the Detention Basin on the California red-legged frog. The relevant analysis in both the 2000 and 2001 Biological Opinions is the same. Ms.Teri Rei April 20.,2005 Page 3 legged frog caused by "human related disturbance from the long term management of the detention basin." Id. at 18. The Service did not include any mandatory conditions or recommended conservation measures relating to operation or maintenance of the Detention Basin. The Wendt Ranch Project also received water quality certification from the Regional Water Quality Control Board (File No. 2118.04) which found that construction of the Project, including the Detention Basin would not violate any state water quality standard. The certification specifically required that the Project applicant finalize a management plan addressing long term maintenance of the Detention Basin prior to use of the basin as a storm water treatment facility. The Basin Management Plan Program, Wendt Ranch (February 22, 2002) was submitted to the Regional Board. Finally, the Wendt Project entered into a Lake or Streambed Alteration Agreement with the Department of Fish and Game (Notification No. R3-2000-0284). Under this Agreement, Shapell was authorized to install the Detention Basin outfall structure in Alamo Creek. Be Alamo Creek Project Approvals As previously noted, the Wendt Ranch Detention Basin was designed to provide stormwater treatment for runoff from a portion of the Alamo Creek Project. The Alamo Creek Project is located on approximately 609.5 acres adjacent to the Wendt Ranch Project and involves the construction of a master planned residential community comprised of approximately 920 residential units and 269 acres of permanent open space.3 Because the Project involved the placement of fill into 0.9 acres of jurisdictional aquatic areas, the Project was reviewed and approved by the Corps, the Service, the Regional Board and the CDFG. To ensure that the Project's impacts were minimized and mitigated, the natural resource agencies required Shapell to prepare a Mitigation and Monitoring Plan describing all of the mitigation measures associated with the project and the methods which would be utilized to monitor and maintain these areas. Included in the Final Mitigation and Monitoring Plan, Alamo Creek Project(LSA, July 2, 2004) is the Storm Water Quality and Hydrograph Management Plan, Alamo Creek (Engen, April 14, 2004) which describes the monitoring and maintenance activities associated with the Project's storm water treatment facilities including the Detention Basin. The Final il Mitigation and Monitoring Plan was submitted to and approved by the natural resource agencies. See Corps Permit No. 2432S (stating that the project is "to be carried out in accordance with the 'Mitigation and Monitoring Plan, Alamo Creek Project' prepared by LSA, dated July 2, 2004"); 3 The Alamo Creek Open Space Area will be managed under a conservation easement held by the Wildlife Heritage Foundation. The Wildlife Heritage Foundation will manage the Wendt Ranch Open Space and the Alamo Creek Open Space jointly. Ms.Teri Rei April 20,2005 Page 4 Formal Endangered Species Consultation and Conference on the Effects of the Proposed Alamo Creek Residential Development Contra Costa County, California (Service File No. 1-1-03-F- 0301)(describing the Storm Water and Hydrograph Management Plan as part of the Project and requiring that the Project be implemented as described in the Biological Opinion); Waste Discharge Requirements and Water Quality Certification for: Shapell Industries of Northern California and Pondersoa Homes Alamo Creek Project, Order No. R.2-2004-0035 (noting that storm water from the Project will be treated in the Detention Basin and requiring implementation of the Storm Water Management Plano); and Lake and Streambed Alteration Agreement, Notification No. 1600-2004-0549-3 (prepared August 8, 2004)(requiring that the Project be implemented as described in the Final MMP). lie DISCUSSION As Maintenance of the Detention Basin Is An Authorized Activity under the Conservation Easement As described above, the Detention Basin is located in the Wendt Ranch open space area ("the Protected Property"), an area protected by a conservation easement granted to the Wildlife Heritage Foundation and recorded in the Contra Costa Co. Recorder Office (Doc — 2002-0268425) on August 1, 2002 ("Conservation Easement"). The purpose of the Conservation Easement is to "ensure that the Protected Property will be retained forever in a natural condition and to prevent any use of the Protected Property that will interfere with [significant ecological and habitat values that benefit threatened, endangered, and rare species (collectively defined as the Conservation Values)] of the Protected Property." See Conservation Easement at 1 1 0 Activities that do not interfere with the Conservation Values of the Protected Property are not prohibited. Specifically, the Conservation Easement provides that the activities contemplated in the Wendt Ranch On-Site Open Space Management Plan (LSA, March 9, 2001) ("the Management Plan") are authorized within the easement area. See Conservation Easement I E ("Grantor and Grantee desire to protect, restore and enhance [the Protected Property] pursuant to that certain Management Plan entitled 'Wendt Ranch On-Site Open Space Management Plan."') & 1 3 (listing activities that are prohibited on the Protected Property "except as stated in the Management Plan.")(emphasis added). The Management Plan divides the Protected Property 4 The Order required that Shapell submit some additional information with regard to the operation and maintenance of all the storm water treatment facilities associated with the site prior to commencement nencement of construction, with a particular focus on the bioretentention facilities installed on the Alamo Creek site. Shapell satisfied these conditions prior to commencing construction in August of 2004. Ms.Teri Rei April 20,2005 Page 5 into five management units, four of which are to be maintained as red-legged frog habitat. The fifth management unit is the Detention Basin. The Detention Basin is not subject to the open space management requirements established for the other units, with the exception of the Project's bullfrog eradication program which is to be implemented in the five units. The Management Plan provides that the GHAD is responsible for all other management and maintenance activities for the Detention Basin. See Management Plan at 2 & 4. Accordingly, GRAD maintenance of the Detention Basin is an authorized activity under the Conservation Easement. Additionally, the Conservation Easement includes an attachment, Exhibit D, which identifies some of the retained rights of the Grantor, Shapell, including rights associated with the Detention Basin. See Conservation Easement, 9[3 (1)(prohibiting the subdivision of the Protected Property except as it pertains to the rights of the Grantor described in Exhibit D). Exhibit D, entitled "Mitigation Exhibit," consists of a map identifying the location of the Detention Basin within the Protected Property and a detailed description of the Detention Basin outfall. The Conservation Easement provides that Shapell retains the right to grant easements allowing for the installation of the infrastructure necessary for the Wendt Ranch Project and shown on exhibit D, including without limitation, sanitary sewers, utilities, storm drains, construction of a road and use of a road for access to the detention basin. See Conservation Easement, 118 (emphasis added). The access road would be established for the sole purpose of allowing maintenance access to the Detention Basin. Accordingly, regular maintenance of the Detention Basin is a contemplated use of the Protected Property. Be Typical Maintenance Activities Associated with the Detention Basin Do Not Require Further Authorization From the Natural Resource Agencies. The Wendt Ranch Project, including the Detention Basin, has been reviewed and approved by all of the state and federal natural resource agencies with jurisdiction over the Project, including the Corps, the Service, the Regional Board, and the CDFG. Each of these agencies specifically authorized construction of the Detention Basin as part of the Wendt Ranch Project. Additionally, each of these agencies approved the Alamo Creek Mitigation and Monitoring Plan which included a plan for monitoring and maintaining the Project's stormwater facilities including the Detention Basins Moreover, the Service considered potential impacts to 5 Even if the Detention Basin was not specifically authorized under the Projects Natural Resource Permits, maintenance within the basin would not require a Corps permit or water quality certification as these types of urban treatment facilities are not considered waters of the United States. See 33 CFR § 328.3(a)(8)(facilities installed to provide treatment of urban runoff are not waters of the United States) & Regional Board Order No. 94-102, "Policy on the use of constructed wetlands for urban runoff pollution control" (providing that so long as a facility is operated and regularly maintained as a urban runoff treatment system, maintenance and other work completed in it do not require water quality certification). Ms.Teri Rei April 20,2005 Page 6 listed species associated with maintenance of the Detention Basin and approved the Project as proposed. Therefore, no further authorization is required. III. Conclusion Based upon the aforementioned discussion, we conclude that: 1) maintenance and management of the Detention Basin, as well as access to the Detention Basin, are contemplated and authorized uses of the Protected Property; and 2) the regular maintenance of the Detention Basin does not require any additional authorizations from the Natural Resource Agencies.. If you have any questions, please do not hesitate to contact me. Very truly yours, Ella Foley-Gannon for SHEPPARD MULLIN RICHTER &HAMPTON LLP W02-SF:5KK\61446847.5 • cc: Marshall Torre, Shapell Robert Smith,USACE Kathryn Hart, CRWQCB Nicole Kozicki, CDFG Ryan Olah, USFWS Patrick Shea, Wildlife Heritage Foundation