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HomeMy WebLinkAboutMINUTES - 03201990 - S.1 S. l THE BOARD OR SUPERVISORS OF CONTRA COSTA COUNTY, CALIFORNIA Adopted this Order on _March 20, 1997,_ by the following vote: AYES: Supervisors Powers, Schroder, McPeak, Torlakson, Fanden NOES: None ABSENT: None ABSTAIN: None SUBJECT: Flett Water Study & State Grant Application In response to Supervisor Fanden's inquiry, Phil Batchelor, County Administrator, presented his report on the Flett Water Study and State Grant Application. A copy of the report is attached and included as a part of this document. The following persons commented: Corinne Vieville, 15675 Marsh Creek Road, Clayton; Mary H. Williams, Marsh Creek Association, 13950 Marsh Creek Road, Clayton; David Tam, 1322 Making Jr. Way, #5, Berkeley 94709; Dr. Marsh Mason, West County Group Sierra Club, 1215 Roosevelt, Richmond; and Wilbert E. Cossel, Clayton Regency Residents Association, 16711 Marsh Creek Road, #134, Clayton. All persons desiring to speak were heard. Board members discussed the report of the County Administrator and on the speakers' comments presented this day. Therefore, IT IS BY THE BOARD ORDERED that the report of the County Administrator on the D. B. FLett Water Study for the Clayton Regency Mobile Home Part is ACCEPTED. 1 hereby certify that this Is a um andC°rtatt aoPY 01 an action taken and entered on the minutes of h Board of Supervisors on the date sho.ow .• Arrcsreosu—BATCHELOR,Clerk ofpm ancnty Am /yyd .� �� Do" cc: County Administrator Health Services Director County Counsel Community Development Director TO: BOARD OF SUPERVISORS FROM: Supervisor Nancy Fand I en Contra March 13, 1990 �% Costa DATE: FLETT WATER STUDY & STATE GRANT APPLICATION oio Cxyint�y SUBJECT: SPECIFIC REQUEST(S) OR RECOMMENDATION(S) & BACKGROUND AND JUSTIFICATION REQUEST: That the Administrator provide a written background report regarding the D.B. Flett water study for the Clayton Regency Mobile Home Park including the following questions: 1. Who authorized acceptance of $26,000 from Eric Hasseltine on behalf of Waste Management to do the study? 2. County policy requires contracts over $25,000 to be approved by the Board, why wasn' t the $26,000? 3 . If the final consultants bill was $21, 397 . 33 what was planned with the remainder? I 'm told there is no intention to return the money to Waste Management. 4. Do you consider accepting an "unconditional gift" from Waste Management through their representative to be an ethical county practice? 5. Who in Community Development authorized acceptance of $26,000 and who authorized the transfer to the Health Department? 6. 1 understand that Flett was told not to mention Waste Management in his report, why? 7 . Was the 12" line recommended in the Flett report sized to include the 1000 gallons per minute flow required by the dump? 8 . Since an individual cannot apply to the State for a water grant, what agency made the application? Were they aware that Waste Management would likely benefit? Does the State know that the grant would benefit Waste Management? 9. Since the project would cost about $1. 8 million, and the State would provide $400,000, who was expected to pay the balance. $1. 4 million is a lot of money for a trailer park to finance. CONTINUED ON ATTACHMENTt- YES SIGNATURE; RECOMMENDATION OF COUNTY ADMINISTRATOR RECOMMENDATION OF BOARD COMMITTEE APPROVE OTHER SIGNATURE(S) ACTION OF BOARD ON APPROVED AS RECOMMENDED OTHER e, Phil BatcheloCounty Administrator March 20, 1990 FLETT WATER STUDY & STATE GRANT APPLICATION On March 20, 1990, I met with Dr. William Walker, Dr. Wendel Brunner, and Jim Blake of the Health Services Department; Harvey Bragdon and Chuck Zahn of the Community Development Department; and Vic Westman and Silvano Marchesi of the County Counsel' s Office to prepare a response to the following inquiry: 1 . Who authorized acceptance of $26,000 from Eric Hasseltine on behalf of Waste Management to do the study? Our Health Department has been involved in the effort to obtain a source of water for the Marsh Creek area residents since January 1987 . In the Fall of 1989 the Health Department was faced with the ultimatum of having to conduct a study to confirm the need for the extension of a water line. The County had no money for that study; neither did the people living at the mobile home park. Dr. Walker suggested Waste Management, Inc. as a possible contributor. Dr. Walker raised this suggestion as a policy issue at the weekly landfill management committee meeting to see if there were any feelings that this would interfere with the processing of the Marsh Canyon Landfill application. It. was the opinion of that committee and Dr. Walker' s opinion that there was no interference; they were two separate issues. Therefore, the four departments (Health Services, Community Development, County Counsel and County Administrator) concurred that we should approach Waste Management for a contribution for the study. 2 . County policy requires contracts over $25,000 to be approved by the Board, why wasn't the $26,000? County regulations require that any contract to be entered into with a consultant which exceeds $25,000 has to be approved by the Board of Supervisors. Since this contract did not exceed $25,000, those same regulations permit the staff to enter a contract with a consultant. In connection with development applications, funding routinely is accepted from the developer for various studies and related problems. This situation was viewed by staff as being in that category. 3 . If the final consultants bill was $21,397.33 what was planned with the remainder? I'm told there is no intention to return the money to Waste Management. The $26, 000 covered the anticipated costs of the contract as well as compensation for a small portion of overhead ( staff time used to make application to the State and to develop the contract) . 4 . Do you consider accepting an "unconditional gift" from Waste Management through their representatives to be an ethical county practice? Staff requested these funds in order to allow the completion of a study for the possible funding of a public improvement, and therefore did not perceive it as any ethical problem. 5 . Who in Community Development authorized acceptance of $26,000 and who authorized the transfer to the Health Department? Consistent with previous discussions with the Health Department, the Community Development department received the check and transferred the funds to the Health Department. 6 . I understand that Flett was told not to mention Waste Management in his report, why? The Health Department wanted the report to address only the Health Department' s concerns to bring water to residents of the area and not to consider other issues such as a potential landfill. Other consultants employed by the County for the preparation of the Marsh Creek Landfill Site EIR were in the process of evaluating that site' s water service needs. 7 . Was the 12" line recommended in the Flett report sized to include the 1000 gallons per minute flow required by the dump? Both the Health Services Department and the consultant understood that the Contra Costa Water District' s policy for extending its water service into a new area requires a 12-inch line; for that reason it was used in the study. 8 . Since an individual cannot apply to the State for a water grant, what agency made the application? Were they aware that Waste Management would likely benefit? Does the State know that the grant would benefit Waste Management? The County has been assisting the applicant (Regency ' Clayton, Inc. ) with the documents needed for filing an application for State funding, with the expectation that the Contra Costa Water District would eventually receive the funds. Staff has had no discussions with the State regarding the effects of the grant on Waste Management, Inc. 9 . Since the project would cost about $1.8 million, and the' State would provide $400,000, who was expected to pay the balance? $1.4 million is a lot of money for a trailer park to finance. This assumption is incorrect. The State has set aside $1.8 million for this project, which is the cost estimated by the Contra Costa Water District staff in 1987 . $400,000 of that is expected to be in grants, with $1. 4 million issued as long term, low interest bonds to be paid by the Water District. It is still uncertain as to whether the application will be funded or if the funding will be sufficient to carry out . the project. The circumstances surrounding this issue are detailed in a more comprehensive report dated March 12, 1990, which is attached. Provision of water service was discussed in the Fall of 1989 in the Draft EIR which was publicly circulated at that time to approximately 200 people and to the State Clearinghouse. An excerpt from the Draft EIR is attached. E r' CONTRA COSTA COUNTY OFFICE OF THE COUNTY ADMINISTRATOR DATE: March 12, 1990 TO: Nancy C. Fanden Chair, Board of Supervisors 96 FROM: Phil Batchelor County Administrator SUBJECT: Response to Inquiry on Water System Study In response to your inquiry on the Water System Study for the March Creek (Clayton Regency) Mobile Home Park, I consulted with the Health Services Department, County Counsel and the Community Development Department. The Water System Study is a prerequisite to eligibility for state grants/loans to fund the extension of the distribution system of the Contra Costa Water District. This project is the culmination of approximately 312 years of effort by the Health Services Department to work with the residents of the mobile home park to ensure an adequate, safe water supply. Under state law, the Health Services Department has a responsibility to monitor wells and other water supply facilities as part of its charge to safeguard public health. Over the past several years, the Department has been involved in a number of projects that involved state funding of water supply systems, including systems for Knightsen, Sandhill, Castlerock, Northgate and Byron. The Marsh Creek project is • another case where the County is working with the community to assure all citizens with a safe, dependable water supply. The water system that serves the mobile home park has posed a potential public health problem for several years, both from quality and quantity of water perspectives. The existing wells are poorly constructed and subject to bacteriological contamination from surface waters and the adjacent septic tank leachfield system. Brine from the reverse osmosis ststem is discharged underground and subjects the groundwater to further increases in total dissolved solids. In 1986 the water system was contaminated, resulting in a number of complaints from residents that they had become ill from consuming the water. In addition, water quantity at the Park is extremely limited. Currently, up to 30% . of the water used by the residents is imported by tank trucks_ Some of the wells have gone dry periodically. In late 1986, Park residents brought a lawsuit against the Park owners specifying, in part, that there was an inadequate quantity of unsafe water. In recognition of the compounding problem for the mobile home park, the Health Services Department has worked closely with the supervisor of the district, Tom Torlakson, to develop a permanent solution for the water quality and quantity problem. As part of that effort, Staff encouraged the Park owner to apply for state funds to extend the Contra Costa Water District service to the Park. This application was filed with the state on January 2, 198"1 . The applicant was the Park owner, while the recipient of the funds would be the Contra Costa Water District— On June 22, 1987 the state placed the project on the state priority list as a fundable project. However, prior to granting funding, the state requires an independent consultant analysis of alternatives to the project. The Water System Study examines alternative ways to supply water to current residents along Marsh .Creek Road. This project description does not include the landfill and has not changed since 1987. Specifically, the Study calls for an examination of (1) alternative methods of providing a safe and reliable water supply; (2) estimation of the cost of implementing the various alternatives; and (3) evaluation of alternatives in terms of reliability, possible environmental impacts, water quality and health and safety. Sizing of the water main was determined by the Contra Costa Water District, in accordance with their service criteria. The Health Services Department examined several funding alternatives for this Study. The Park owner had funded a previous study on water supply and was not in a position to fund this study without significant participation by others. Obviously, the residents of the Park, being primarily low-income families and senior citizens, did not have the resources to finance the study. On a policy basis, the Contra Costa Water District does not fund such studies either. In 1989, I began to hold weekly meetings on landfill issues with representatives from the Health Services Department, Community Development and County Counsel. At one of those meetings, the Health Serices Department reported its difficulty in finding a funding source for the Water System Study and reported its intent to request funding from Waste Management, Inc. The request to Waste Management, Inc. was made on the basis that it was unconditional funding, with no commitment implied with regard to extension of the water system to the landfill. You asked why the Board of Supervisors did not review the consultant's contract. The contract limit was $24,000, under the $25,000 consulting- services limit established for Board review (the contribution from Waste Management, Inc. was actually $26,000 which handled the Health Services' administrative costs) . The final.. consultant bill was $21,397.33. Will the Marsh Canyon Landfill project reap benefit from this study? While it is possible that Waste Management, Inc. could benefit at some later time, that benefit cannot be determined at this time. From a public relations perspective, Waste Management's funding of this study may result in a more favorable community attitude towards the landfill; however, the Environmental Impact Report for the landfill project specifically requires the Marsh Canyon Landfill to apply for and receive permits for a water system separate and distinct from this project. In addition, it should be noted that if the state funds the $1.8 million project, as recommended by the District Office, the residents of the mobile home park and other area residents would be able to receive a reliable, good quality water.. supply. This water system is important, regardless of whether or not a landfill is ever built. This memo provides background on the Marsh Creek Mobile Home Park Water System Study. Please let me know if you would like to discuss it further. H5/waterlin.mmo cc: Supervisor Tom Powers Supervisor Robert Schroder Supervisor Sunne McPeak Supervisor Tom Torlakson Mark Finucane, Director of Health Services Department Harvey Bragdon, Director of Community Develoment Vic Westman, County Counsel A N y o Ai S.or�l TA r,?—-i L III. Environmental Setting, Impact, and Mitigation C. WATER SERVICE SETTING Contra Costa Water District(CCWD)provides water service in the project region. No water service currently extends to the project site. CCWD's nearest water delivery facilities are located approximately 2.1 miles west of the site at the Royal Oaks Country Club,just east of the Gill Drive and Marsh Creek Road intersection (see Figure III-C.1). There is a fire hydrant at the Gill Drive intersection. The Clayton Regency Mobile Home Park at 16711 Marsh Creek Road, northeast of the site, is served by on-site wells and water imported by truck from a hydrant on Morgan Territory Road approximately 100 yards south of Marsh Creek Road. Though the Gill Drive hydrant is closer, it does not have sufficient pressure for water withdrawal./l/ The mobile home park experiences difficulty in obtaining potable water of adequate quantity and quality with its present system. (See Section III-E, Public Health and Safety, for a description of water supply and treatment methods, and water quality at the mobile home park). T In 1986, the mobile home park applied for extension of water service and for funding of this extension under the 1986 California Safe Drinking Water Bond Law. The proposed water service extension was studied by D.B. Flett and Associates,Inc., of Walnut Creek. This study,Marsh Creek Area.Contra Costa County, Study of Water q Assessment District(March 1986), defined the area likely to be annexed and served by CCWD. The area extends east approximately four miles from the end of the CCWD's existing pipeline in Marsh Creek Road to the Deer Valley Road intersection. This area comprises 33 separate parcels totalling approximately 1,800 acres. In this area, W CCWD's existing service area boundary already extends beyond the Sphere of Influence (SOI) boundary set by the Contra Costa County Local Agency Formation Commission (LAFCo), see Figure III-C.1. As a result, 18 parcels, representing approximately 50% of this area, are within the current CCWD boundaries, while only seven are within CCWD's Sphere of Influence./2/ CCWD's study determined J that a 12-inch pipeline and a 300,000-gallon reservoir would be needed to serve the L-L mobile home park and other existing and potential land uses allowed in the proposed ? service area under current zoning. No funding or annexation approval for'tlnis extension has been approved./3/ � III-48 n_ till, f :...•:�,;x � J ,,,• it.:J•.. is L:. __,,_ •"� ,� _ ;7:,.r..-��'' 3 r• �' 1 CL , W ytfl m LU ra co, •' .,. 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C \,•,rtt, LLI to _ _a•4:,M; ':(rt .t{ ,J»if�;/ .�C asri''ants'` U'.'r �/','';,J';/'Jy 7/.1i;r p .-`:.�, 'V :\ r-;te��.t\•!,\ :S��..,'; \-v.i,'-' :/ •� p J. 3 ;i Lc) > '»rX .'1::::rye%i;,"•,'a, ! / ,::.t�rt �.�` �x'�/ .:,�,e`� 'ahJ,::,r-. 3 N .��: •:'/ •re• _ ,.tea r.:=:5'li i�� r;•( Yt , y !!! _ ':. -�5,�, i'..wevd,r;�?/ cD It- V571. ./^.. r.t ILL CID �. W � 'x uj ��'�'�� �q9`tii 'A:�.r,' :?: ':� (',�'t^��:;�!?'fit � •t' .t�'t "'��" — W 111-49 JIII. Environmental Setting, Impact, an(i Mitigation CCWD is now studying alternatives for providing improved water service to the mobile home park without extending a water line down Marsh Creek Road. The study is expected to be available in early 1990. On the Project site,deep exploratory wells have been constructed to evaluate and monitor water-bearing zones underlying the site. Preliminary tests performed within these wells indicate that pumping yields are inadequate to meet the water needs of a landfill. At a depth of 200 feet,wells produced an on-site water flow of one gallon per minute (gpm)./4/ The minimum 24-hour water flow required for site development and operation is 40 gpm, according to Golder Associates,engineering consultant to the project applicant./4/ No wells of adequate capacity exist in the area to serve the landfill. ! POTENTIAL ENVIRONMENTAL IMPACTS Project water requirements for construction and operation are described below. Because there is not adequate groundwater onsite nor existing water service to the site, water would have to be brought to the site for the project. Two alternative methods of bringing water supply to the project site have been considered by the applicant: 1)extending water service via a water pipeline,or 2)hauling water from a local fire hydrant using water trucks on a permanent basis. Extension of a'water pipeline would require Contra Costa County LAFCo actions, A, including amendment of CCWD's Sphere of Influence and annexation of the project x area by CCWD. At the applicant's request, CCWD has prepared a preliminary design h for extending piped water service to the project site. CCWD would design the water hfacilities extension to serve Zone 5E,which encompasses land between elevations of 340 and 500 feet./5/ CCWD has identified two alternative scenarios for service area a annexation around the project site. Service Area 1 extends from the existing keight-inch main in Marsh Creek Road and includes all of the landfill site (Sections 31 4, and 6) and the areas within Sections 35, 36 and 37 below an elevation of 500 feet, ' including the mobile home park (see Figure III-C.1). The facilities required to serve 0 this area include: 11,400 feet of 12-inch maim, a pressure regulating station, and a 550,000-gallon buried concrete reservior with an overflow elevation of 587 feet. The 7" }� 4 Service Area 2 scenario includes all of Service Area I but extends further east almost v to Deer Valley Road (see Figure III-C.1). This alternative would require a V 625,000-gallon reservoir and about 19,000 feet of 12-inch main./6/ 111-50 r-. III. Environmental Setting, Impact, and Mitigation The project applicant has identified two possible reservoir site alternatives on the project site (see Figure II-2). Site 2 is the applicant's preferred site, as this location would minimize visual impacts, and the other site is located within the stand-by _ borrow area. The design of water service extension to the Project site would depend in part on the findings of the CCWD study on serving the mobile home park. If water service does not need to be extended to the mobile home park, then the water facilities would be designed to serve the landfill site and a smaller additional service area. CCWD is also investigating the feasibility of extending water service to the site from the east. CCWD and Oakley Water District are building the Joint Water Treatment Plant in Oakley to serve East Contra Costa County. The treatment plant is in the design stage,with construction scheduled for completion in 1992. CCWD would evaluate the feasibility of serving the project site and the surrounding area from this ® direction, depending upon when an application for water service is received from the project applicant (see Appendix L)./6/ The applicant's water-hauling method, or"rubber tire extension," would require approval by the CCWD Board of Directors.17/ CCWD has expressed disapproval of a permanent rubber tire extension to the site./8/ According to CCWD Water Service regulations, water service may only be provided by a rubber tire extension for locations where CCWD finds it impractical to extend water service through a normal connection and when the water is to be used either for human consumption only or for a justifiable temporary need./9/ Contra Costa County has previously opposed "rubber tire" permanent water service to the Kirker Pass,Central, and East Contra Costa landfills./10/ Construction Construction of the proposed landfill would require a large amount of water prunarily for dust control, compaction, and other moisture conditioning, and for consumption by construction employees. Water demand for construction would range from 50,000 gallons per day (gpd) to 96,000 gpd, or from 35 gpm to 67 gpm on a 24-hour basis./11/ If a water pipeline were not extended to the site by the start of construction, water.would be imported via trucks from a nearby hydrant. The closest hydrant with adequate pressure is approximately five miles to the west on Morgan Territory Road. 100 yards south of Marsh Creek Road; this hydrant has a minimum flow of 1,000 gpm./1/ I11-51 III. Environmental Setting, Impact, and Mitigation During construction,water trucks with 5,000-gallon, 8,000-gallon,or 10,000-gallon capacity are proposed to be used for dust suppression,compaction, and other water requirements. Filling one 8,000-gallon truck requires eight minutes at a hydrant with a minimum flow of 1,000 gpm. If 8,000 or 10,000-gallon trucks are used, the trucks may not carry more than approximately 7,500 gallons of water due to standard load limits for paved roads./12/ Using 8,000- or 10,000-gallon trucks, seven to 13 truck deliveries of water would be required each day during construction. At a minimum, either two 5,000-gallon trucks, or one 8,000-or 10,000-gallon truck would be needed to support construction activities./13/ The East Diablo Fire Protection District (EDFPD)requires that 240,000 gallons of water be stored on-site or a continuous flow of 1,000 gpm with a pressure of 20 pounds per square inch (residual) be guaranteed on-site to meet fire prevention requirements./14/ If the proposed water pipeline is not completed prior to construction, fire prevention requirements could be met by constructing the 550,000- or 625,000-gallon reservoir required as part of the water service extension to the site, and filling it via water trucks. Initial filling of the reservoir to meet fire prevention requirements would require 32 trips using a large water truck. Additional truck trips would be required to maintain the required water supply prior to completion of the pipeline. Hauling water to the project site could affect local traffic, air quality,road surface, and noise, and possibly would affect fire protection services in the project area. None of these effects are considered to be a significant impact. If the pipeline extension were completed prior.to project construction, the fire prevention requirement would be met. i Construction of the proposed 550,000-or 625,000-gallon water storage reservoir would remove about 0.4 acre of land now used for grazing. The storage reservoir would be sited on a hill on the applicant's property, in the foothills above the proposed service area. Most of the storage reservoir would be buried. A portion of the reservoir would extend above the ground surface; soil would be placed around the reservoir and over the top to completely cover it and blend it with the surrounding topography. Looking west toward Marsh Canyon from Marsh Creek Road, the reservoir at Site 1 would sit atop a saddle at an elevation of 580 feet. This hill is set apart from the sides of the canyon. At this location, the reservoir would be visible from Marsh Creek Road along the mouth of the canyon. At Site 2, the reservoir would be set into the hillside and would not interrupt the existing ridgeline, as it would at Site 1. The reservoir at III-52 �, III. Environmental Setting, Impact, and Mitigation this site would be visible from a smaller portion of Marsh Creek Road west of the Site I saddle. It would not be visible from Morgan Territory Road. Reservoir development would cause a minor topographic alteration. The soil material used to cover the reservoir would be contoured into the existing slopes around either site. Both reservoir sites would be visible from portions of Marsh Creek Road. However, with the reservoir completely buried and allowed to revegetate, its presence would not be easily detected and no significant impact to regional views would occur. While Site 1 has no mature trees or significant vegetation,Site 2 is within a blue oak woodland. Construction of a reservoir at the latter site would displace up to 40 mature blue oaks.. Operation The operation of a landfill requires appreciable.quantities of water for dust suppression,landscape irrigation,fire control,human consumption, and other uses. During initial operation of the landfill,water demand would be approximately 31,000 gpd. This figure includes approximately 1,500 gpd needed for production of the alternative foam daily cover material, SaniBlanket. This synthetic foam material has been proposed as an alternative to soil for daily cover. 4n the bases of a one-inch thick layer of foam and 20,000 square feet of working waste face per day, the water demand for the daily cover would be approximately 1,500 gpd./4/ The applicant proposes that water would continue to be supplied by trucks until the water pipeline were extended. Water would be hauled from a local fire hydrant, the closest being approximately five miles to the west of the site on Morgan Territory Road 100 yards south of Marsh.Creek Road. Initial demand would require four to six trips per day, using a large water truck filled with 7,500 gallons of water per trip. These trips could be made during daytime, non-peak hours. This method of temporary extension of water service would affect local traffic, air quality, road surface, and noise, and possibly local fire protection services. None of these impacts are environmentally significant; truck trips could occur during daytime non-peak hours. The average water demand during the life of the landfill would be about 56,900 gpd,or 40 gpm over a 24-hour period, while peak water demand for the landfill in 2050 is estimated to be about 98,000 gpd./l I/ CCWD's preliminary design findings indicate III-53 III. Envirorunental Setting, Impact, and Mitigation that a I2-inch pipeline would be required to serve the site. It would be extended along Marsh Creek Road from the current end of service about 2.1 miles to the west,. between Gill Drive and the Royal Oaks Country Club. Approximately 11,400 to 19,000 feet of pipeline would be required, as well as a pump station and a 550,000- to 625,000-gallon reservoir on the project site. The project applicant has identified two potential locations on the project site for the reservoir(see Figure 11-2). The reservoir would be approximately 28 feet high and partially buried. The proposed pump station would only remove about 0.02 acre of land from rural residential use, since the pipeline would be buried within roadway right-of-way. No structures would be displaced for pipeline installation. To allow for long-term access for pipeline maintenance and repair, development of permanent structures would be prohibited within the pipeline easement. Construction of the water pipeline extension would require closing one lane of Marsh Creek Road to install the pipeline within the roadway right of way. The pipeline would be paved over to protect against local landslide hazards. Traffic along segments of Marsh Creek Road would be disrupted for about one month during installation. CCWD can install about 600 feet of pipeline in one day./5/ Land use impacts would be primarily short-terns, construction-related impacts that would include: construction-related safety hazards due to the increased risk of accidents with open trenches and heavy equipment; access disruption for residences and businesses; increased'noise and dust in residential areas; and increased traffic congestion due to partial street closure. Pipeline construction directly in front of a given residence could be expected to last for one to two days. Potential operational impacts would be limited to use of an access road to the reservoir site and noise from the pump station. Closure Water demand during closure would be similar to the amounts needed during construction, with the majority being used for dust suppression. Postclosure Postclosure water demand for the project site would depend upon proposed future uses. A golf course would represent a high water demand use, while open space III-54