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2900 - Site Mitigation Program
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PR0528187
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Last modified
5/27/2020 2:37:50 PM
Creation date
5/27/2020 2:28:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0528187
PE
2950
FACILITY_ID
FA0019081
FACILITY_NAME
SAHARGUN PLUMBING
STREET_NUMBER
2216
STREET_NAME
STEWART
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
11908014
CURRENT_STATUS
01
SITE_LOCATION
2216 STEWART ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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NMWallaceKuhl CORPORATE OFFICE <br /> 3251 Beacon Boulevard,Suite 300 <br /> 6 A s s o c i A T e s I N C. West Sacramento,CA 95691 <br /> 916.372.1434 phone <br /> 916.372.2565 fax <br /> p ROCKLIN OFFICE <br /> July 29, 2008 500 MenloRocklin,CA 95765 <br /> 916.435.9722 phone <br /> 916.435.9822 fax <br /> STOCKTON OFFICE <br /> Mr. Harlan Knoll 3410 West Hammer Lane,Suite F <br /> Stockton,CA 95 21 9 <br /> San Joaquin County Environmental Health Department 209.234.7722 phone <br /> 600 E. Main Street 209.234.7727 fax <br /> Stockton, California 95202 <br /> Subsurface Soil Sampling and Analysis Workplan <br /> SAHARGUN PLUMBING <br /> 2216 Stewart Street <br /> Stockton, California <br /> WKA No. 8214.01 <br /> Wallace-Kuhl &Associates, Inc. (WKA)has prepared this workplan for subsurface soil <br /> sampling and analysis at the above property located at 2216 Stewart Street in Stockton, <br /> California(Figure 1). The purpose of our work will be to obtain soil samples beneath the former <br /> 5,000-gallon underground storage tank(UST) and former associated fuel dispenser(Figure 2) for <br /> analysis of methyl tert butyl ether(MtBE) as required by San Joaquin County Environmental <br /> Health Department (SJCEHD). <br /> Proposed Scope of Work <br /> Our proposed scope of work includes the following: <br /> • Obtaining soil boring permits from SJCEHD, <br /> • Outlining the proposed soil boring locations with white paint/flagging and contact <br /> Underground Service Alert a minimum of 48 hours before drilling, <br /> • Advancing one soil boring to a depth of approximately 6 feet below ground <br /> surface (bgs) and two soil borings to depths of approximately 15 feet bgs using a <br /> Geoprobe® drill rig to obtain up to three soil samples for laboratory analysis. The <br /> soil samples will be immediately preserved in a chilled cooler, <br /> • Describing subsurface soil conditions using the Unified Soil Classification System <br /> • Grouting the boring(s)to surface grade using a neat cement slurry, <br />
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