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2900 - Site Mitigation Program
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PR0506054
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WORK PLANS
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Entry Properties
Last modified
3/13/2026 1:49:40 PM
Creation date
3/13/2026 1:27:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506054
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0007173
FACILITY_NAME
FORMER VINTAGE CARWASH (VACANT LOT)
STREET_NUMBER
601
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
13931025
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
601 E MINER AVE STOCKTON 95202
Tags
EHD - Public
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1rca naa.u..n <br /> �crajijosu. (A ..tpt3 <br /> • t 916.929,3300 <br /> 91692a33t1 <br /> the (4group o,�,�r <br /> December 13, 2000 <br /> PmjeO803026 <br /> Mr. Marty Hartzell <br /> California Regiond Water Quality Control Homd <br /> Central Valley Region <br /> 3"3 Runner Road, Suite A <br /> Seerammto, Calif is 95827-3003 <br /> Re: Work Plan for Groudwnter Investigation <br /> Farmer Vintage Car Wash <br /> 601 Pon Miner Avenue <br /> Stockton, California <br /> Dear Mr. Hartzell: <br /> On behalf of the California Department of Gemml Services, Reel Estuto Services <br /> Division (DOS-RESD) IT Corporation (IT) has prepared this w dr plan to perform a <br /> grouMwear investigation at the former Vintage Car Wash in Stockton, California. The <br /> objecfive of this investigation is to define the lateral arW vertical extent of dissolved <br /> petroleum hydrocarbons and methyl-wrtimst butyl ether (MiDbJ in groundwater between <br /> monitoring wells MW-3 and MW-5, and dow gradievt of monitoring will MW-5 wall <br /> MW-6 (Figure 1). The results of this investigation will be used to determine the <br /> plmement of additional shallow and deep groundwater monitoring wells. <br /> PROPOSED SCOPE OF WORK <br /> IT proposes to conduct this investigation using co"penetrometer (CPC) testing <br /> Nuipment m define the stratigraphy and Hydropmch equivalent groundwater <br /> ampling system to collect discrete groundwater samples. The CPT will be mad to <br /> def a the site suretigmphy downgra ient and cross-gradient of the site, aM to identify <br /> higher permeability zones that may be preferential pathway to contamiriaze migration. A <br /> Hydropmchieu-type groundwater sampler will then be used to collect discrete <br /> gromdwatm samples from these higher permeability zones for analytical testing. <br /> rvvea.+erne®Wuvaw.wsi.muAkusriaummammwme:L [mmMlwn <br />
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