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PR0544466
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/16/2019 3:38:58 PM
Creation date
5/16/2019 2:51:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544466
PE
3528
FACILITY_ID
FA0005303
FACILITY_NAME
HOLT OF CALIFORNIA
STREET_NUMBER
1521
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16337015
CURRENT_STATUS
02
SITE_LOCATION
1521 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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r1 <br /> STATE OF CALIFORNIA 4e � PETE WILSON, Governor <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD— <br /> CENTRAL VALLEY REGION <br /> 3443 ROUTIER ROAD, SUITE A s <br /> SACRAMENTO, CA 95827-3098 <br /> PHONE: (916) 361-5600 <br /> FAX: (916) 361-5686 <br /> 23 July 1991 <br /> Ms. Margaret Lagorio <br /> San Joaquin County Public Health Services <br /> Environmental Health Division <br /> P.O. Box 2009 <br /> Stockton, CA 95201 <br /> HOLT BROTHERS TRACTOR CO. , 1521 WEST CHARTER WAY, STOCKTON, SAN JOAQUIN COUNTY <br /> We have reviewed the "Quarterly Report" (QR) , dated 24 January 1991, and the <br /> "Progress Report/Remediation Feasibility Study" (PRRFS) , dated 19 April 1991, <br /> both prepared by WaterWork. It is our understanding that the contaminated <br /> soil that was excavated from the tank pit during tank removal in 1988, was <br /> placed back into the pit and then capped with clean fill . <br /> The QR indicates that upgradient wells MW3 and MW4 and downgradient well MW6 <br /> had and continue to have non-detectable levels of contaminants. However, <br /> several things have changed since the last sampling event in February 1990. <br /> MW1 had free product again, after one sampling round with no free product in <br /> early 1990. Upgradient well MW2 contained non-detectable levels of <br /> contaminants for the first time since it was installed in 1988. Downgradient <br /> well MW5 contained hydrocarbon and solvent contamination for the first time <br /> since it was installed in 1989. <br /> In the PRRFS, WaterWork presents information on "a short term step drawdown <br /> test and longer term (4 hr) constant rate pumping test using well MW6" . The <br /> former product extraction from MW1 and the recent tests on MW6 revealed that <br /> MW6 extracts water from a sandy zone which is not present in MW1 and at a <br /> higher rate than MWI. The rate of extraction from MWl is too low, due to the <br /> clay lithology, to achieve plume control or to install an efficient <br /> remediation system. It may be possible to extract ground water from MW6 at an <br /> acceptable rate for efficient remediation, however, extraction from MW6 does <br /> not have a great impact on the clay layer where MW1 is completed and where the <br /> majority of the ground water contamination is found. <br /> Recommendations for soil and ground water remediation are also contained in <br /> the PRRFS. For soil remediation, WaterWork considered two excavation <br /> alternatives, soil vapor extraction, in-situ soil bioremediation, and capping. <br /> For ground water remediation they considered a pump and treat system, a pump <br /> and bioremediation system, and ground water monitoring as part of the soil <br /> capping alternative. They recommended the soil capping and ground water <br /> monitoring alternative. <br /> Due to the free product in MW1 and movement of the dissolved contaminants into <br /> MW5 downgradient of the source, we do not agree with the proposal for soil <br /> capping with no soil and ground water remediation and we require submittal of <br />
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