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SITE INFORMATION AND CORRESPONDENCE
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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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06 February 2004 <br /> AGE-NC Project No. 01-0865 <br /> Page 2 of 3 <br /> remediation system be installed and continuously operated in the areas of ground water <br /> contamination by 28 May 2004. Therefore, AGE intends to install an on-site multi-media ground <br /> water remediation system for treatment of extracted ground water. <br /> Ground water will be extracted from the extraction well utilizing a dedicated, submersible Durham <br /> Geo pump and at pumping rates between 2 and 5 gallons per minute(GPM)for a total discharge rate <br /> of up to 5 GPM. From the extraction wells, ground water will be routed to an on-site treatment <br /> system.The first stage oftreatment will consist of two 1,000-pound granular activated carbon(GAC) <br /> absorption vessels designed to absorb TPH-g,BTEX and fuel additives,including MTBE;a second <br /> treatment stage will remove MTBE via absorbtion in a 1,000-pound SunSolve vessel;the final stage <br /> will utilize a 1,000-pound GAC vessel to ensure that all petroleum hydrocarbon products have been <br /> removed.Sample ports will be located between all treatment units to allow detection ofinediabreak- <br /> through and to obtain final discharge samples. <br /> Following treatment, clean water will be discharged utilizing 2-inch diameter PVC underground <br /> piping into the agriculture drainage ditch immediately east ofthe manna;the drainage ditch is owned <br /> by Henry and Vivian Rump. The water from the drainage ditch drains into the north side of the <br /> Island Drainage Canal where the water is pumped into the Little Connection Slough via a pumping <br /> station located at the western end of the canal,directly south of the marina. The designed flow of the <br /> treatment and disposal system is for 10 GPM. <br /> The sampling ports installed on the treatment system will enable the monitoring of the influent(pre- <br /> treated) and effluent (treated) water from the Herman and Helen's Manna site. Prior to any <br /> discharge, an effluent monitoring and sampling program will be pre-approved by the California <br /> Regional Water Quality Control Board-Central Valley Region to ensure clean water disposal. <br /> To demonstrate compliance with the RWQCB General Order No. 5-00-119, Heenan and Helen's <br /> Manna will follow the RWQCB's Monitoring and Reporting Program in Attachment B of General <br /> Order No. 5-00-119 for Receiving Water Monitoring standards. Receiving water monitoring will <br /> include monthly field measurements and observations for the presence or absence of dissolved <br /> oxygen,suspended matter,discoloration,bottom deposits,aquatic life,sheen,visible film,fungi and <br /> any potential nuisance conditions. Field measurements and observations will be recorded in <br /> notebooks and reported in quarterly reports submitted to the RWQCB. <br /> Based on modeling calculations of the Herman and Helen's Manna subsurface impacted ground <br /> water plume,AGE estimates that discharge into the agriculture drainage ditch would be desired for <br /> approximately 36 to 48 months. <br /> Advanced GeoEnvironmental,Ine. <br />
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