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2900 - Site Mitigation Program
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PR0542421
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/21/2019 12:25:09 PM
Creation date
6/21/2019 10:07:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0542421
PE
2950
FACILITY_ID
FA0024377
FACILITY_NAME
COUNTRY CLUB BLVD/295950
STREET_NUMBER
1876
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12319101
CURRENT_STATUS
01
SITE_LOCATION
1876 COUNTRY CLUB BLVD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 <br /> j � r <br /> i <br /> WESTERN 1386 EAST BE'AME'R STREET <br /> WOODLAND CA 95776-6003 <br /> WHO GEO-ENGINEERS (530) 668-5300. <br /> CALIF.CONTRACTOR 8513857 FAX(530)662-0273 <br /> REGISTERED GEOLOGISTS wcgc a mother.com <br /> i <br /> Mr. Michael J. Infurna Jr. May 6, 1999 <br /> Senior REHS <br /> LOP/Site Mitigation Unit IV <br /> San Joaquin County Environmental Health Division <br /> 304 East Weber Avenue, Third Floor <br /> Stockton, CA 95202 <br /> RE: Sanchez Property, 1876 Country Club Blvd., Stockton, CA <br /> Dear Mr. Infurna: <br /> At your suggestion, Western Geo-Engineers wrote to Mr. Jim Munch at the UST Cleanup <br /> Fund to inquire about waiving the requirement for a second remedial option (vapor <br /> extraction) for addressing the soil contamination at the Sanchez property and progressing <br /> directly to excavation of those soils. In a return telephone conversation, Mr. Munch stated <br /> that his office would be satisfied if we included within a workplan a short discussion that i <br /> weighed the projected costs for vapor extraction against the costs of direct removal of <br /> contaminated soil, with consideration for the effectiveness or ineffectiveness of that <br /> remedial method based on field observations of the soil type. WEGE then proposed <br /> (January 6, 1999) to construct a workplan that would include a rationale and <br /> specifications for limited overexcavation of the tank pit area and the installation of <br /> additional groundwater monitoring wells that can be used to measure TPH-G, BTEX, and <br /> MTBE concentrations at depths below the slotted intervals of the existing monitor wells. <br /> Your office contacted Mr. George Converse of Western Geo-Engineers and requested <br /> that we construct a three-dimensional drawing of the existing soil contamination to <br /> complement William Hunter and Associates lateral extent maps. <br /> EXTENT OF SOIL CONTAMINATION <br /> Figure 1 shows the location of the monitor wells, soil borings, and strata probe test holes <br /> from which William Hunter and Associates and Western Geo-Engineers collected soil <br /> samples between April 1993 and March 1998. Figures 2, 3, and 4 show the extent of <br /> TPH-G in soil > 5 mg/kg based on the certified analyses of those soil samples. The three <br /> dimensional renderings are intended to complement the lateral extent and cross sectional <br /> maps of the TPH-G contamination plume previously submitted by William Hunter and <br /> Associates. <br /> a gjlyx <br /> MAY 12 199 <br /> ENVIRONMENTAL HEALTH <br /> PERMITISERVICES <br /> J <br />
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