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PR0508387
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/26/2021 1:26:37 PM
Creation date
5/26/2021 11:23:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508387
PE
2960
FACILITY_ID
FA0008052
FACILITY_NAME
CONNELL MOTOR TRUCK
STREET_NUMBER
2219
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11736029
CURRENT_STATUS
01
SITE_LOCATION
2219 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Advanced - � ¢ <br /> GeoEnvironmental, Inc, --- - <br /> 16 January 2001 <br /> AGE-NC Project No. 98-0500 <br /> Ms. Wendy Cohen <br /> Central Valley Regional Water Quality Control Board (RWQCB) <br /> 3433 Routier Road <br /> Sacramento, CA 95827 <br /> facsimile number(916) 255-3015 <br /> Subject: Ground Water Monitoring Well Locations <br /> Former CONNELL MOTOR TRUCK SALES <br /> 2211 North Wilson Way, Stockton, California <br /> Dear Ms. Cohen, <br /> Advanced GeoEnvironmental, Inc. (AGE) has prepared this addendum to the Work Plan for site <br /> assessment dated 19 May 2000. <br /> As discussed during our office/site meeting of 28 October 2000 with your self and Ms. Jessica <br /> Hardy,following the installation of CPT soil borings at the site and a review of the analytical data <br /> of the ground water sample collected, proposed well locations would be submitted to your office. <br /> On 27 through 29 December 2000,a total of four CPT soil borings were installed at the site. Soil and <br /> grab ground water samples were collected. The total depth of two CPT boring only reached 80 feet <br /> below surface grade(bag)due to soil type and site specific conditions. CPT boring P30 was installed <br /> within the warehouse on the site; while borings P31, P32-and P33 were installed west of the <br /> warehouse, in the area of the suspected release of solvents. The total depth of borings P30 and P31 <br /> was 100 feet bsg and the total depth of borings P32 and P33'was 80 feet bsg. <br /> Impacted ground water was detected in boring P32 and P33 at concentrations up to 120,000 <br /> microgram per liter (µg/1) of stoddard solvent and 96 4g/1 of benzene (sample P32-water 60 feet <br /> bsg). Two `deep' grab water samples from boring P32 and P33 (95 feet and 85 feet bsg) contained <br /> low concentrations of stoddard solvent. While hydrocarbons were not detected in samples (two deep <br /> grab water and soil) collected from soil borings P30 and P31, advanced northeast and east of the <br /> documented release. <br /> The work plan stated the prevailing and historical ground water flow direction was generally <br /> northeast. The current ground water investigation around the former under ground storage tank has <br /> indicated the ground water flow direction to be northeast to east. <br /> 4005 North Wilson Way,Stockton,California 95205 <br /> Telephone(209)467-1006 FAX(209)467-1118 <br />
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