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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
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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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Table 28: Summary of Peak Percent Cross Section with greater than 1°F Comparison to Water Quality Objectives: The thermal plume from the 9.87 MGD(ADWF) <br /> Temperature Differential for Fall Critical Water Year Flowrates for Side Bank discharge does not comply with all objectives of the Thermal Plan. The analysis of the thermal <br /> Discharge at 27 MGD(ADWF)(RMA 2006) plume reveals that the temperature differential between the effluent and the river may slightly <br /> Reduction from Peak exceed 20 OF for brief periods,but utilizing timed discharge during periods of low river flow a 1 <br /> Background effluent cross-sectional OF differential is limited to less than 25%of the river's cross section. Additionally,there is a <br /> San Joaquin River Discharge temperaturei'i area impacted by limited zone where the temperature differential exceeds 4 OF. However,the fisheries analysis of <br /> temperature(°F) temperature(°F) (°F) 1°F or more the thermal plume revealed that there would be no significant impact on sensitive fish species <br /> 62 65 11 19.0% and the impact would be limited to avoidance behavior of migrating salmonids(LWA,2006a). <br /> 62 66 10 28.2% A request to evaluate objective 5 A.La as monthly average,and an exception limited to objective <br /> 62 67 9 35.1% S.A.Lc is being sought to provide relief and allow compliance with the Thermal Plan. <br /> 62 68 8 39.7% For the side bank discharge,increasing the WQCF discharge rate above 9.87 MGD(ADWF)will <br /> result in the 1 OF temperature differential over less than 25%of the cross section provision of the <br /> (1) WQCF Effluent Temperature 76°F thermal plan to be exceeded. As the discharge rate is increased the zone of water greater than 4 <br /> OF above ambient river temperature grows laterally and vertically;and extends further <br /> For the case of a diffuser,the differential between the ambient river and centerline of the fully downstream. To meet the Thermal Plan objectives,the WQCF effluent would need to be cooled <br /> developed plume can be calculated from the differential between the discharge and ambient river to within 3-4 of of the ambient river. <br /> temperatures and the in-plume dilution(RMA,2006). The procedure is detailed in Appendix A. Potential diffuser designs likely would extend greater than 25%of the channel width. Without <br /> The required effluent temperature differentials above the ambient river temperature to meet the 1 additional cooling of the WQCF effluent,utilizing a diffuser will cause exceedance of both the 1 <br /> OF temperature above ambient over less than 25%of the cross section objective in the Thermal OF temperature differential over less than 25%of the cross section,and the 4 OF differential <br /> Plan for the WQCF project flowrates are listed in Table 29. anywhere in the river. If the WQCF effluent is cooled to within 5 OF of the ambient,the 1 OF <br /> temperature differential over less than 25%of the cross section will be met,but a small footprint <br /> Table 29: Maximum Increment between Effluent Discharged via Diffuser and where the plume is developing will exceed the 4 OF temperature differential objective. By <br /> Ambient River Temperature for a 1°F Differential between Thermal Plume and the cooling the effluent to within 4 OF of the ambient river,the discharge would meet all objectives <br /> Ambient River(RMA 2006) of the Thermal Plan. <br /> Maximum Temperature Evaluation: The Thermal Plan objectives are slightly exceeded for the currently permitted <br /> Minimum Initial Dilution Increment(Taff—Tup,tr,,,,)(°F) <br /> Flowrate (parts river water per 1 part for 1°F increase over<25% discharge of 9.87 MGD(ADWF);however,an evaluation of the impacts of the thermal plume <br /> (MGD ADWF) wastewater) cross-section reveals that there are no significant impacts of the plume and a limited exception is being sought <br /> 9.87 11 12 for the WQCF. Increasing the effluent flowrate will increase the thermal plume,resulting in <br /> exceedance of both the 1 OF temperature differential over less than 25%of the cross section,and <br /> 17.5 6 7 4 OF differential anywhere objectives in the Thermal Plan. Because the Thermal Plan objectives <br /> 27 4 5 are exceeded,the characteristics of the WQCF plume need to be evaluated for the level of impact <br /> on aquatic life. If the plume is found to not impact the aquatic life within the San Joaquin River, <br /> then an exception to the Thermal Plan will be required. If the plume is determined to impact <br /> While the assumption of a fully developed plume will not affect the analysis for the 1 OF aquatic life in the San Joaquin River,then the City is prepared to design,construct,install,and <br /> temperature differential between the centerline of the plume and the ambient river for a cross operate a cooling tower that cools treated effluent prior to its discharge into the San Joaquin <br /> section,the 4 OF temperature differential would have to be met at the diffuser to comply with the River. The cooling tower would be confirmed to perform at final design specifications prior to <br /> Thermal Plan. As the analysis reveals,to meet the 1 OF temperature differential over 25%of any operation of the WQCF at the proposed expanded capacity. Implementation of a cooling tower <br /> transect,the effluent would need to be cooled to within 5 OF of the ambient river;to ensure the would act to sufficiently reduce the modeled thermal impacts of the WQCF's non-cooled <br /> temperature in the plume drops to within 1 OF of the ambient over the short distance required to effluent plume resulting in no significant adverse thermal effects on fisheries and aquatic <br /> fully develop the plume. If it can be shown that a maximum 5 OF difference between the resources as a result of the planned increase in WQCF discharge capacity from the current <br /> discharge and ambient river does not impact aquatic life,a Thermal Plan Exception to objective permitted rate(9.87 MGD(ADWF))to the proposed rate(27 MGD(ADWF)). <br /> c.would be required. Either a Thermal Plan Exception could be sought,or the effluent could be <br /> cooled to within 4 OF of ambient river temperature,resulting in compliance with all objectives of <br /> the Thermal Plan. <br /> City of Manteca Antidegradation Analysis 69 June 2007 City of Manteca Antidegradation Analysis 70 June 2007 <br />
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