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WORK PLANS_FILE 1
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2900 - Site Mitigation Program
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PR0542014
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WORK PLANS_FILE 1
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Last modified
1/16/2020 5:32:07 PM
Creation date
1/16/2020 4:05:53 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0542014
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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yn. ..� <br /> 15 August 2001 <br /> AGE-NC Project No. 95-0184 <br /> Page 2 of 3 <br /> PURPOSE <br /> On 27 July 1998 the PHS-EHD approved by letter the recommendations provided in the <br /> AGE-prepared Quarterly Report-April 1998. The recommendations were: <br /> • Additional soil borings and monitoring wells should be installed to define the horizontal <br /> extent of hydrocarbon-impacted soil and ground water. A work plan for the installation of <br /> additional monitoring wells has been approved by the PHS-EHD. <br /> • A soil vapor extraction/in-situ air sparging (SVE/IARS) pilot test should be conducted to <br /> evaluate remediation options for this site.Findings of the vapor extraction/air sparging test <br /> can be used to determine the spacings of potential additional vapor and sparging wells. <br /> However,because: 1)the extent of contamination is undefined,2)most of the monitoring and vapor <br /> extraction wells are"drowned"and 3)there appears to be two distinct contamination plumes,AGE <br /> hereby proposes a revision to the recommendations listed in the July 1998 quarterly report. <br /> SCOPE OF WORK <br /> Prior to the installation of additional vapor extraction and monitoring wells and SVE/IARS pilot <br /> testing, AGE proposes to advance four paired CPT soil borings to collect soil textural data and <br /> ground water samples (Figure 2); one pair at each of the two UST locations, another pair east- <br /> southeast of UST location #2 on Miner Street, and the remaining pair approximately 160 feet <br /> northeast of UST location#1,to help delineate vertical as well as the lateral extent of impacted soil <br /> and ground water and define the water-bearing zones at the site. One of the paired borings at each <br /> location will be a cone-penetrometer test to help determine lithology and flow units; the other, <br /> adjacent boring will be advanced to collect water and/or soil samples in key water-bearing zones as <br /> interpreted from the initial CPT boring.The borings will be advanced to a nominal depth of 100 feet <br /> below surface grade(bsg); if petroleum hydrocarbon odor is detected in the water sample collected <br /> at total depth, additional water samples will be collected from deeper intervals until a depth is <br /> reached where no hydrocarbon odor is detected. <br /> Based on the results of the CPT survey, shallow-screened and deep-screened monitoring and vapor <br /> extraction wells will be installed,and soil vapor extraction/in-situ air sparging pilot tests will follow. <br /> The wells will be.designed to monitor potential zones of migration of impacted soil and ground <br /> water as identified by the CPT results. <br /> Procedures for the installation and sampling of the monitoring and extraction wells were described <br /> in the AGE-prepared WorkPlan Addendum,dated 15 December 1995 and Quarterly Report-August <br /> 1997;the precise boring locations will be based upon access agreements with neighboring property <br /> owners and the city of Stockton, and the locations of underground utilities. Final designs for the <br /> additional monitoring and extraction wells will be submitted to the PHS-EHD for approval prior to <br /> installation. <br /> Advanced GwEnvironmentd,Inc <br />
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