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SITE INFORMATION AND CORRESPONDENCE_2005-CURRENT
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SITE INFORMATION AND CORRESPONDENCE_2005-CURRENT
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Last modified
7/23/2020 4:48:43 PM
Creation date
7/23/2020 4:30:08 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
2005-CURRENT
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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EHD - Public
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relied was not calibrated to site-specific conditions.35 The Regional Board found that the City's <br /> modeling did not adequately account for local flow conditions,tidal influences, and the discharge <br /> of Brown Sand, Inc. immediately downstream. In concluding that dilution credits should not be <br /> allowed in establishing compliance with acute toxicity criteria,the Regional Board cited the <br /> limited mixing of the City's side-bank discharge near the City's outfall,the commingling with <br /> the adjacent NPDES discharge of Brown Sand, Inc., the periods of slack tide that can occur <br /> during low flow conditions, and the one-hour exposure criteria that the acute toxicity criteria are <br /> intended to protect. The evidentiary record and the findings in Order R5-2004-0028 support the <br /> Regional Board's decision to establish effluent limitations for copper and cyanide based on <br /> compliance with acute toxicity criteria at the point of discharge. <br /> D. Restrictions on Periods of Discharge <br /> Contention: The permit contains a condition limiting discharges from the City's <br /> WQCF to periods of outgoing tides. The City contends that the condition should allow <br /> discharges during periods of net downstream flow of 0.5 foot per second rather than restricting <br /> discharges to periods of outgoing tides. <br /> Findings: Tidal influences can cause periods of reverse flow or no net flow in the <br /> river at the point of the City's discharge. Therefore, it was reasonable to limit the City's <br /> discharges to periods when flow conditions do not result in a build-up or concentration of <br /> pollutants in the immediate vicinity of the City's discharge. The requirement limiting discharges <br /> to periods of outgoing tides was based on a condition described in the City's environmental <br /> impact report (EIR). However, the minor change requested in the City's petition would more <br /> directly address the objective of preventing accumulation of discharged effluent in the vicinity of <br /> the outfall. The conditions of the permit should be revised to allow for discharge during periods <br /> of net downstream flow of 0.5 feet per second or more as proposed by the City. <br /> E. Cost of Compliance With Effluent Limitations <br /> Contention: The City contends that the Regional Board gave inadequate <br /> consideration to the high cost of permit compliance in view of the limited water quality benefits <br /> that are expected to occur. <br /> " The City's August 29,2002,response to comments from the Regional Board on the City's permit application <br /> states: "the RMA-10 model was not calibrated since there are no comprehensive data sets at low flows" <br /> 19. <br />
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