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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
Environmental Health - Public
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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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Near and Far Field Dilution Analysis of Manteca Discharge October 2006 <br /> In Figure 43, at the Stockton Turning Basin, peak effluent concentrations occur at the end <br /> of September. The lowest concentrations occur in early April. The effluent <br /> concentration for the 9.87 MGD case ranges from 0.2%to 2.1%. For the 17.5 MGD <br /> case, effluent concentration ranges from 0.3%to 3.7%, and for the 27 MGD case, it <br /> ranges from 0.5%to 5.7%. <br /> Results are summarized in Table 5. <br /> Table 5 Summary of minimum and maximum effluent concentrations for 1991-1992 simulations. <br /> Minimum effluent Maximum effluent <br /> concentration concentration <br /> Location 9.87 17.5 27 9.87 17.5 27 <br /> MGD MGD MGD MGD MGD MGD <br /> Clifton Court intake <0.1% <0.1% 0.1% 1% 1.7% 2.7% <br /> DMC intake <0.1% 0.1% 0.1% 1.1% 1.9% 3.0% <br /> CC intake at Rock Slough <0.1% <0.1% <0.1% 0.2% 0.3% 0.5% <br /> CC intake on Old River <0.1% <0.1% <0.1% 0.3% 0.5% 0.8% <br /> San Joaquin R. at Light 18 <0.1% <0.1% <0.1% 0.9% 1.6% 2.4% <br /> Stockton Turning Basin 0.2% 0.3% 0.5% 2.1% 3.7% 5.7% <br /> 43 <br />
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