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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/6/2020 4:37:21 PM
Creation date
5/6/2020 3:55:49 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545653
PE
3528
FACILITY_ID
FA0003727
FACILITY_NAME
CHEVRON STATION #96465 (INACT)
STREET_NUMBER
5608
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10815011
CURRENT_STATUS
02
SITE_LOCATION
5608 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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OW GROUNDWATER <br /> LEE]C!❑ TECHNOLOGY, INC. 1401 Halyard Drive,Suite 140,West Sacramento,CA 95691,(916)372-4700 <br /> FAX(916)372-8781 <br /> July 29, 1993 Proposal No. 02070 4607 <br /> Mr. Brett Hunter <br /> Chevron U.S.A., Inc. <br /> 2410 Camino Ramon <br /> San Ramon, CA 94583-0804 <br /> RE: WORK PLAN FOR WELL ABANDONMENT <br /> FORMER CHEVRON SERVICE STATION #%4465 <br /> 5608 NORTH PERSHING AVENUE <br /> STOCKTON, CALIFORNIA <br /> Dear Mr. Hunter: <br /> This letter Is presented by Groundwater Technology, Inc. as a work plan for well abandonment at the <br /> above referenced site (Figure 1). The work steps to be completed by Groundwater Technology are <br /> summarized below: <br /> WORK STEPS <br /> ■ Abandon monitoring wells MW.1, 2, 2A, 3, 4, 5, 5A, and 6. <br /> ff Collect soil samples from the bottom of MW-1, 2, 3, 4, and 6. <br /> 1 <br /> Submit soil samples for laboratory analysis. <br /> ■ Revise quarterly groundwater monitoring and sampling program. <br /> WELL ABANDONMENT/SOIL SAMPLING <br /> Each well will be abandoned by drilling out the casing, seal, and filter pack to completion depth using a <br /> portable drilling rig equipped with 8-inch outside-diameter (O.D) hollow-stem augers. All drilling and <br /> sampling equipment will be steam cleaned between each well. All well debris and soil removed during <br /> drilling will be stored on plastic sheeting at the site pending proper disposal. Upon drilling completion, <br /> each boring will be sealed to grade with a cement/bentonite grout using tremie pipe as per State and <br /> County regulations. <br /> I <br /> Soil samples will be collected from the bottom of wells MW-1, 2, 3, 4, and 6 using a 2.5-inch O.D. <br /> modified split-spoon sampler equipped with three brass sample tubes. The sampler will be driven ahead <br /> of the lead auger approximately 18-inches after reaching completion depth of the original well. Each <br /> Ofrces throughout the U.S..Canada and Oncrscas i <br />
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