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3500 - Local Oversight Program
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PR0544150
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SITE HISTORY
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Last modified
2/14/2019 6:46:11 PM
Creation date
2/14/2019 3:51:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0544150
PE
3528
FACILITY_ID
FA0000306
FACILITY_NAME
EMILS LIQUOR & SPORTS SHOP*
STREET_NUMBER
1405
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
ESCALON
Zip
95320
APN
22707031
CURRENT_STATUS
02
SITE_LOCATION
1405 CALIFORNIA ST
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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r <br /> GRA YLAND ENVIRONMENTAL ry6ONS'ULTINGSERVICES <br /> July 11, 1997 ��'S/ <br /> 022-151 <br /> Ms. Margaret Lagorio <br /> San Joaquin County Environmental Health Division <br /> 304 E. Weber Avenue, Third Floor <br /> Stockton, California 95201-0388 <br /> Subject: Interim Remedial Action Work Plan- Soil Excavation <br /> Subsurface Environmental Investigation, 1405 California Street, Escalon, California <br /> Dear Ms Lagorio: <br /> Grayland Environmental (Grayland) has prepared this Interim Remedial Action Work Plan for <br /> excavating and removing known contaminated soil from beneath the former fuel dispenser area at <br /> the site located at 1405 California Street in Escalon, California(Figure 1). Our proposed scope of <br /> work entails enlarging the existing trench excavation beneath the former fuel dispenser area at the <br /> site(Figure 2). Immediately following the excavation work, soil samples will be collected from the <br /> sidewalls and base of the enlarged excavation. The soil samples will be analyzed at a certified <br /> environmental laboratory. The results of the laboratory analyses will be presented in a written report <br /> to the San Joaquin County Environmental Health Division for review. <br /> Soil Excavation <br /> Soil beneath and surrounding the former fuel dispenser area at the site will be excavated and <br /> removed from the subsurface by Walton Engineering, Inc. of West Sacramento, California. We <br /> anticipate enlarging the existing trench excavation to no greater than approximately 8 to 10 feet <br /> towards the south; 8 to 10 feet towards the east; 8 to 10 feet towards the north; and to a depth of <br /> approximately 8 to 10 feet below ground surface. Soil removed from the subsurface will be <br /> stockpiled on AC paving at the site and covered with plastic sheeting for a brief interim, pending <br /> laboratory results of soil characterization samples. The enlarged excavation will be backfilled to <br /> near grade with base rock immediately following the soil sample collection work. <br /> Soil Sample Collection <br /> Soil samples will be collected from the bucket of the excavator immediately after removing soil from <br /> the sidewalls and base of the open excavation. To collect a-soil sample, a clean stainless steel <br /> sample sleeve will be driven into a relatively undisturbed portion of the soil contained in the <br /> excavator bucket using a hand-operated ATM percussion core sampler. One soil sample will be <br /> collected for every approximate 20 lineal feet;of exposed sidewall, and one soil sample will be <br /> collected for every approximate 200 square feet of exposed base. Each soil sample will be sealed <br /> 2731 Quail Street Davis, California 95616 (916) 756-1441 <br /> Grayland 022-151.scw l July 11,1997 <br />
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