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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
Environmental Health - Public
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PR0506303
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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
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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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location could avoid the significant effect. Therefore, it is valid to determine if feasible alternative locations may <br /> exist in the area. <br /> The State CEQA Guidelines Section 15126.6(f) (2)(B) indicates that"if the lead agency concludes that no <br /> feasible alternative locations exist,it must disclose the reasons for this conclusion."If feasible alternative <br /> locations do not exist,the EIR analysis need not continue to consider the issue of an off-site alternative. As <br /> discussed in Section 7.1,"Alternatives Approach"above,the existing WQCF and wastewater collection system <br /> constitute a large-scale wastewater collection,treatment, and disposal system,representing a substantial public <br /> investment. The WQCF is located on 210 acres of land surrounded by rapid urbanization, and is located at the <br /> terminus of several trunk sewers that convey sewage from all areas of the city. This substantial public investment <br /> (represented by existing facilities),the urbanizing nature of the area, and the location of wastewater conveyance <br /> and effluent outfall pipelines all serve to limit feasible alternatives. In addition,the construction of off-site <br /> wastewater collection and treatment pipelines and facilities, in addition to being impractical, could result in <br /> significant environmental impacts to biological, cultural and other resources. Therefore, an off-site location for <br /> the plant is not feasible. Given the impracticality,high costs, and likely additional environmental impacts,this <br /> alternative was rejected from further consideration. <br /> 7.4.2 SITE REORIENTATION ALTERNATIVE <br /> Implementation of the proposed project would result in the construction of a secondary effluent equalization <br /> pond,tertiary disinfection facilities, anaerobic digesters, secondary clarifiers, and aeration basins at the WQCF <br /> site(Figure 3-6). These new facilities would expand the footprint of the existing WQCF site and result in the <br /> conversion of approximately 14 acres of Important Farmland to nonagricultural use. This impact would be <br /> significant and unavoidable. To avoid this significant and unavoidable impact,the Site Reorientation Alternative <br /> would alter the design of the proposed project such that new construction would not require the conversion of <br /> Important Farmland to a nonagricultural use. However,the WQCF site is completely surrounded by Important <br /> Farmland(Exhibit 4.1-1), and it would not be practical to locate these facilities elsewhere. The WQCF and <br /> wastewater collection system constitute a large-scale wastewater collection,treatment,and disposal system, <br /> representing a substantial public investment. The WQCF is surrounded by rapid urbanization, and is located at the <br /> terminus of several trunk sewers that convey sewage from all areas of the city. This substantial public investment <br /> (represented by existing facilities),the urbanizing nature of the area, and the location of wastewater conveyance <br /> and effluent outfall pipelines all serve to limit feasible design alternatives at the WQCF site. Therefore, an <br /> alternative WQCF site design alternative is not feasible, and this alternative was rejected from further <br /> consideration. <br /> 7.4.3 OFFSETS ALTERNATIVE <br /> The Offsets Alternative is the same as the proposed project except that it also involves the use of offsets to reduce <br /> the amount of mercury that enters the San Joaquin River. The use of offsets involves reducing another mercury <br /> source in the San Joaquin watershed, along with earning of credits for pollutant reductions. This alternative was <br /> considered because the San Joaquin River is Section 303(d)listed for mercury.Waterways that are Section 303(d) <br /> listed are not expected to meet the water quality standards for particular constituents using technology-based <br /> controls alone. The City is studying the feasibility of using offsets,but there is substantial uncertainty in the <br /> regulatory environment, a number of liability issues, lack of an institutional framework, and uncertainty about the <br /> sources of mercury and the effectiveness of this approach. Importantly,the project would not result in any <br /> significant mercury impacts. For the reasons stated above,this alternative is neither necessary nor feasible, and <br /> has been eliminated from detailed consideration. <br /> Manteca WQCF and Collection System Master Plans EIR EDAW <br /> City of Manteca 7-13 Alternatives to the Proposed Project <br />
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