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PR0524190
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
4/3/2020 2:10:20 PM
Creation date
4/3/2020 1:50:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0524190
PE
2965
FACILITY_ID
FA0016241
FACILITY_NAME
STOCKTON REGIONAL WATER CONTROL FAC
STREET_NUMBER
2500
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16333003
CURRENT_STATUS
01
SITE_LOCATION
2500 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Gary M. Carlton <br /> Page 4 <br /> November 23, 1999 <br /> 5. The RWQCB should inquire whether the receiving waters are used for irrigating <br /> fresh market crops, or the extent to which the impacted area is used for non- <br /> commercial shellfish harvesting. If these uses are found to be prevalent, the City <br /> should examine the risk the discharge poses to the public via these pathways. <br /> 6. The data should be reanalyzed to determine the frequency with which the discharge <br /> will result in an annual risk of infection that exceeds one in 10,000 (10-4). This is the <br /> level of acceptable risk used by the U.S. EPA for the Surface Water Treatment <br /> Rule, and has been used as a goal in a risk assessment for exposure to treated <br /> wastewater2. <br /> 7. The determination of whether the current situation is adequately protective of public <br /> health should be based upon a 95% "confidence level"; i.e., the computed annual <br /> risk posed by the treatment plant discharge should not exceed one in 10,000 (10'4) in <br /> 95% of the computer simulations. In addition, it should not exceed 10-3 in 99% of the <br /> simulations. <br /> Other Remarks and Observations <br /> It should be noted that California's growing population in the Central Valley will likely <br /> result in more wastewater entering the San Joaquin River, as well as more people <br /> recreating in the San Joaquin River. Therefore, we believe the RWQCB should <br /> consider applying more stringent water quality discharge requirements for all <br /> dischargers along its length. Further, the dramatic reduction of flow in the San Joaquin <br /> River at Stockton to near-stagnant conditions in recent years suggests to us that the <br /> RWQCB should treat the River as more of a lacustrine water body than a stream <br /> environment, and enhance the quality requirements of permitted discharges <br /> commensurately. <br /> In addition, we encourage the RWQCB to change its determination of the beneficial <br /> uses of the lower San Joaquin River. If the prevailing view is that the river below <br /> Vernalis is primarily an agricultural drain there will be little incentive to set discharge <br /> requirements that will improve the quality of the River. We do not concur with this view; <br /> rather, we consider this stretch of the San Joaquin River to be a severely stressed water <br /> body that is a source of drinking water. It is also important as a source of fish and <br /> 1 U.S. EPA, 1989. -Final Surface Water Treatment Rule" (Federal Register 54, 124, <br /> 27486) <br /> 2 Tanaka, et al., 1998. "Estimating the Safety of Wastewater Reclamation and Reuse <br /> Using Enteric Monitoring Data" <br />
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