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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
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Last modified
7/23/2020 5:02:58 PM
Creation date
7/23/2020 4:33:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
DRAFT ENVIRONMENTAL IMPACT REPORT
RECORD_ID
PR0506303
PE
2965
FACILITY_ID
FA0001086
FACILITY_NAME
MANTECA PUBLIC WORKS
STREET_NUMBER
2450
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
24130050
CURRENT_STATUS
01
SITE_LOCATION
2450 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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3 PROJECT DESCRIPTION <br /> 3.1 PROJECT LOCATION <br /> Manteca is located at the northern end of the San Joaquin Valley in central California, at the junction of State <br /> Route(SR)99 and SR 120, approximately 75 miles east of San Francisco and 55 miles south of Sacramento. <br /> The existing City of Manteca Wastewater Quality Control Facility(WQCF) is located approximately 2.5 miles <br /> west of downtown Manteca at 2450 West Yosemite Avenue(Exhibits 3-1 and 3-2). Improvements proposed as <br /> part of the WQCF and Collection System Master Plans Update Project would generally be located at the existing <br /> WQCF site and within existing or proposed right-of-way within the City of Manteca, as shown on Exhibit 3-2. <br /> The WQCF occupies approximately 22 acres of a 210-acre City of Manteca(City)-owned site,which is bounded <br /> generally by Yosemite Avenue to the north, SR 120 to the south,Airport Way to the east, and both McKinley <br /> Avenue and the Union Pacific Railroad to the west. The proposed WQCF expansion and upgrades would <br /> primarily be located within the existing 22-acre WQCF site.A proposed treated effluent outfall pipeline would <br /> extend from the WQCF to a side-bank outfall structure at the San Joaquin River. <br /> Proposed wastewater collection system improvements would generally be located along the perimeter of the city. <br /> Local roadways in the vicinity of the proposed wastewater collection system trunk sewers include Woodward <br /> Avenue,Lathrop Road, and Airport Way. As shown on Exhibit 3-3,the proposed project would result in the <br /> construction of three large diameter trunk sewers in and around the city. Trunk sewers in the north and south <br /> would collect wastewater from areas where future growth is expected,while a central trunk sewer would connect <br /> the City's existing wastewater collection system to the north trunk sewer. A proposed recycled water distribution <br /> system would primarily follow Woodward Avenue,Airport Way, and Center Street(Exhibit 3-3). <br /> Agricultural land surrounds the WQCF site on all sides. Beyond that, land uses near the WQCF include residential <br /> development to the north, east, and west. Also located to the north is light industrial and commercial <br /> development. A"Big League Dreams" sports complex and commercial development is located to the south. Land <br /> uses along the proposed wastewater collection system and recycled water distribution system pipeline alignments <br /> include a mixture of commercial,residential,park and open space, and agricultural land uses. <br /> 3.2 PROJECT PROPONENT <br /> The City proposes to adopt the WQCF and Collection System Master Plans Update Project(project),which <br /> incorporates both the 2007 City of Manteca Wastewater Quality Control Facility Master Plan Update and the <br /> 2006 City of Manteca Wastewater Collection System Master Plan Update. The City would be the lead agency and <br /> project proponent, and the Manteca City Council would be the body that considers certification of the EIR and <br /> approval of the project. <br /> 3.3 PROJECT BACKGROUND AND HISTORY <br /> 3.3.1 WASTEWATER QUALITY CONTROL FACILITY <br /> The Manteca WQCF has expanded several times since operations began in 1959. From 1986 to 1988, a major <br /> expansion to the plant known as Phase I was constructed. The Phase I expansion project included the construction <br /> of secondary treatment facilities, anaerobic sludge digesters, sludge drying beds,a chlorine disinfection system, <br /> and an outfall to the San Joaquin River. Design capacity of the plant following the Phase I project was 5.45 <br /> million gallons per day(mgd) average dry-weather flow(ADWF).A Phase 11 expansion project was constructed <br /> in 1992-1993 and resulted in the addition of a primary sedimentation basin, a secondary clarifier, and four sludge <br /> drying beds, increasing capacity to 6.95 mgd ADWF. <br /> Manteca WQCF and Collection System Master Plans EIR EDAW <br /> City of Manteca 3-1 Project Description <br />
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