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SITE INFORMATION AND CORRESPONDENCE_1993-2003
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE_1993-2003
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Last modified
4/7/2020 3:15:47 PM
Creation date
4/7/2020 2:41:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1993-2003
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER NO.RS-2002-0213 • 10 <br /> U.S.DEPARTMENT OF DEFENSE <br /> DEFENSE LOGISTICS AGENCY <br /> DEFENSE DISTRIBUTION DEPOT SAN JOAQUIN <br /> SHARPE GROUNDWATER REMEDIATION SYSTEM <br /> SAN JOAQUIN COUNTY <br /> 19. Approximately two years of the most recent effluent monitoring data were compiled for each of <br /> the three GWTPs, and these data are summarized in Attachment C, a part of this Order. Data for <br /> most pollutants was not of sufficient quality for comparison with adjusted water quality criteria. <br /> A Provision in this Order requires the Discharger to collect additional effluent and receiving <br /> water data for pollutants of sufficient quality for comparison with appropriate criteria. This <br /> Order may be may be re-opened if the data indicate concentrations of pollutants are or may be <br /> discharged at a level which will cause or have the reasonable potential to cause or contribute to <br /> an in-stream excursion above the appropriate criteria. <br /> 20. Previous Order No. 95-258 included daily maximum and monthly median effluent limitations for <br /> total petroleum hydrocarbons (TPH) (100 µg/L (ppb) and < 50µg/L (ppb), respectively) <br /> consistent with General Order 92-150,which regulated discharges of petroleum contaminated <br /> groundwater to surface waters. On 16 June 2000, General Order 92-150 was rescinded, and <br /> renewed General Order No. 5-00-119 was adopted. Renewed General Order No. 5-00-119 <br /> retained the effluent limitations for TPH of the previous Order(monthly median changed to 30- <br /> day median)based upon a combination of technology and water quality criteria. The 30-day <br /> median lim4ation of<50 µg/L (ppb)was established based upon commonly available treatment <br /> and analytical technology. The daily maximum effluent limitation of 100 µg/L(ppb)was <br /> established based upon taste and odor water quality criteria. These criteria still apply to the <br /> discharge, and TPH constituents have been detected in influent groundwater,prior to treatment, <br /> at concentrations up to 340 µg/L(ppb). Therefore, the daily maximum and monthly median <br /> effluent limitations for TPH have been retained and included in this Order. <br /> 21. Previous Order No. 95-258 included a monthly median effluent limitation for arsenic of 40 µg/L <br /> (ppb) and a daily maximum effluent limitation of 50 µg/L (ppb) to avoid potential health impacts <br /> from discharge to an empty canal. The Basin Plan states that waters shall not contain chemical <br /> constituents in concentrations that adversely affect beneficial uses. At a minimum,water <br /> designated for use as domestic and/or municipal supply shall not contain concentrations of <br /> chemical constituents in excess of maximum contaminant levels (MCLS). The new USEPA <br /> primary MCL for arsenic is 10 µg/L(ppb). The compliance date for water purveyors to meet the <br /> new MCL is 23 January 2006. Federal regulations at 40 CFR Section 122.44(d)(1)(vi)(A) allow <br /> the state to establish effluent limitations using an explicit state policy interpreting its narrative <br /> objectives. Use of the USEPA Primary MCL is appropriate to implement the narrative chemical <br /> constituent objective. As shown in Attachment C,results of effluent monitoring of the three <br /> GWTPs indicates concentrations of arsenic in the final effluent range from 13 µg/L (ppb) to a <br /> maximum recorded value of 21 gg/L (ppb) (North Balloon GWTP). <br /> As noted previously,the SSJID Canal, absent the discharge, is at times a seasonal and/or <br /> ephemeral waterbody. The effluent flow from the DDJC-Sharpe outfall to the SKID Canal may <br /> represent,at times,most of or all of the flow in the SSJID Canal. Considering these flow <br /> conditions and the results of effluent monitoring, the SSJID Canal at times likely contains <br /> concentrations of arsenic that exceed the new USEPA primary MCL of 10 gg/L(ppb), <br /> potentially impacting the municipal and domestic supply beneficial uses of the SSJID Canal and <br /> oten g P <br /> P Y P <br />
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