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2900 - Site Mitigation Program
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PR0518132
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
7/10/2019 1:23:26 PM
Creation date
7/10/2019 11:39:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0518132
PE
2960
FACILITY_ID
FA0013716
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
01
SITE_LOCATION
15135 EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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Mr. Gregory Torlai, Jr • - 3 - • 11 January 2008 <br /> H & H Marina <br /> gradient from EW-1, and MW-7 is about 10 feet north. MW-12 is about 160 feet upgradient of <br /> EW-1. TBA was detected in EW-1 four times between December 2002 and March 2004 at <br /> concentrations ranging from 110 ug/L to 990 ug/L. Monitoring in this well was discontinued in <br /> favor of extraction system installation shortly thereafter. During the period of system operation <br /> from June 2005 to March 2007, however, TBA has been detected in only seven periodically <br /> occurring, monthly influent samples. <br /> The extraction rate, calculated from June to September 2007, averaged about 0.5 to 0.7 <br /> gallons per minute (gpm). This rate is consistent with historical trends. AGE attributes the low <br /> extraction rates to an inadequate supply of electrical power. Extracted influent is routed <br /> through four in-series 2,000-pound GAC vessels to treat the petroleum hydrocarbons. The <br /> treated effluent is discharged to an agricultural drainage ditch located about 60 feet southeast <br /> of the treatment system. <br /> General NPDES Permit No. CAG915001 states that the discharge shall not cause total <br /> dissolved solids (TDS) to exceed 1,000 milligrams per liter (mg/L) or dissolved oxygen (DO) to <br /> fall below 7.0 mg/L in the receiving water. Therefore, H & H conducted a weekly receiving <br /> water/effluent study of eight parameters including DO, TDS, pH, turbidity, temperature, <br /> electrical conductivity (EC), salinity and oxidation reduction potential between 16 May and <br /> 7 August to compare the concentrations of these parameters in the discharge to the receiving <br /> water. The data are tabulated in Table 6 of the Third QMR and include samples of the effluent <br /> and the receiving water at the point of discharge (POD) and at four locations downstream (R-2 <br /> through R-5). During this period, the drainage ditch upstream of the POD was dry. <br /> During the study period, TDS concentrations in the receiving water ranged from 101 to 975 mg/L, <br /> except for one sample which measured 1,197 mg/L. The DO readings in the receiving water <br /> ranged from 0.42 to 6.98 mg/L. One sample exceeded 7.0 mg/L. Based on the data, H & H <br /> concludes that the ambient conditions of the surface water at the POD have lower DO and higher <br /> TDS than the receiving water in the downstream slough. H & H requests a site-specific waiver <br /> from compliance with the 7.0 mg/L DO and 1,000 mg/L TDS receiving water requirements. <br /> In a 6 March 2007 letter, Regional Water Board staff requested remedial system optimization <br /> to address the residual petroleum hydrocarbons in the effluent and in groundwater at MW-2, <br /> MW-3 and MW-4. In response H & H submitted the 15 June 2007 Site Optimization Report <br /> (Optimization Report), which recommends reconfiguring the electrical system to permit more <br /> continuous operation of the extraction pump and increased groundwater extraction rates. In <br /> 2007, AGE added microbes to the treatment system to aid with biodegradation of TBA. This <br /> appears to have addressed the TBA breakthrough problem. H & H also recommends <br /> reductions to the analyte list and monitoring frequency based on the history of NDs for select <br /> analytes. The Optimization Report states that no additional extraction wells are being <br /> considered at this time. <br /> Our comments are presented below. <br /> 1. It appears that the September 2007 AGT gasoline release occurred through no culpability <br /> on the part of H & H. The release has commingled with the existing plume, which further <br /> complicates the ongoing cleanup effort. However, unless the party(s) responsible for the <br />
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