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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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REGIONAL BOARD RESPONSE (SY3)RCB/0CC FILE A-1483) 6_ <br /> PETITION FOR REVIEW OF WASTE DISCHARGE REQUIREMENTS <br /> ORDER NOS. R5-2002-0083 AND R5-2002-0084 <br /> CITY OF STOCKTON REGIONAL WASTEWATER CONTROL FACILITY <br /> record at Stockton, as listed in Table 1. Additionally, there is no guarantee that a minimum flow of <br /> 1000 cfs will be maintained at Vernalis. Therefore, the Regional Board found that there is likely to be <br /> minimal net flow at Stockton during a critically dry year, resulting in minimal to no available dilution. <br /> D-1641 recognized the SJR Agreement and approved, for a period of twelve years, the implementation <br /> of the Vernalis Adaptive Management Plan (VAMP). The VAMP is an experiment to determine the <br /> relative impact of flow in the SJR and exports in the Delta on Chinook salmon in the lower SJR. <br /> D-1641 assigns responsibility to the U.S. Bureau of Reclamation for SJR flow objectives for all months <br /> when there are objectives (February to June) except for a 30-day period in April and May for the <br /> implementation of the VAMP. The SJR Agreement also provides water for the October river flow <br /> objective for salmon attraction and additional water to be used as needed by the U.S. Department of <br /> Interior. The SJR Agreement would not provide water for any other potential responsibilities of parties <br /> in the San Joaquin Basin to meet water quality objectives. D-1641 approved the petitioned water right <br /> changes needed to conduct the VAMP. The VAMP requires conditions through a commitment of the <br /> U.S. Bureau of Reclamation to control exports and releases from New Melones Reservoir, and to operate <br /> the head of Old River barrier as needed for the experiment. Increased flows in the lower SJR, due to the <br /> VAMP, will not affect the critical low flow at Stockton. The VAMP flow objectives are to be imposed <br /> during April and May, which is not the period when critical minimum flows occur in the lower SJR. <br /> Jones & Stokes prepared the report for the City entitled,Evaluation of San Joaquin River Flows at <br /> Stockton, dated April 2001 (Administrative Record, Book 1, Item 4), to predict the critical monthly SJR <br /> flow at Stockton. The report describes a model used to predict the monthly average Stockton/Vernalis <br /> flow ratios by analyzing SJR flow data at Stockton, SJR flow data at Vernalis, export pumping data, and <br /> barrier operations. The Regional Board had several concerns with the model and has not used the model <br /> results in the dilution evaluation. Among the concerns, the model contains several coefficients that are <br /> subjective. Minor, reasonable modifications of the coefficients produce wide variations in output, <br /> including predictions of significantly lower flows than Jones and Stokes contended. In addition, the <br /> model has not been calibrated or validated, and a technical peer review has not been performed to ensure <br /> accuracy. Detailed comments regarding the flow model, including a demonstration as to the significant <br /> variability of model results with slight modifications of coefficients, are described in Attachment A of <br /> the Regional Board's 23 April 2002 Response to Comments (Administrative Record, Binder 1, Item 9). <br /> The predicted likely minimum monthly flow from the flow model discussed above was used in the April <br /> 2001 Jones & Stokes report for the City entitled, Tidal Dilution of the Stockton Regional Wastewater <br /> Control Facility Discharge into the San Joaquin River(Administrative Record,Book 1, Item 2), to <br /> estimate the minimum dilution. The report describes a dilution model,which simulates the mixing and <br /> dilution of the receiving water using a series of water segments or boxes that move upstream and <br /> downstream past the discharge with the tidal flow. The boxes are dosed with effluent as they move past <br /> the discharge. The model utilizes USGS SJR flow data at Stockton, which have been converted to the <br /> estimated critical monthly flow predicted in the Flow Report. The dilution model was not calibrated or <br /> validated, and a technical peer review was not performed. Staff found several inconsistencies and flaws <br /> in the documentation that made the results unreliable. Detailed comments on the dilution model are <br /> Evaluation of San Joaquin River Flows at Stockton, dated April 2001,Jones&Stokes(Administrative Record, <br /> Book 1,Item 4), <br />
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