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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544217
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Last modified
3/4/2019 11:05:25 PM
Creation date
3/4/2019 4:26:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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UST Pre-upgrade Assessment Work Plan <br /> April 1997 <br /> K&S GAS & GROCERY <br /> 701 East Charter Way, Stockton, California <br /> 1.0. INTRODUCTION <br /> In accordance with the request of Mr. Khaldoon Othman of K&S Gas & Grocery, Advanced <br /> GeoEnvironmental, Inc. (AGE) has prepared this UST Pre-upgrade Assessment Work Plan for the <br /> collection of soil samples at 701 East Charter Way, Stockton,California. The scope of work includes <br /> the advancement of four soil probe borings at the underground storage tank (UST) locations. The <br /> location of the site is illustrated in Figure 1 - Location Map. A plan of the site is illustrated on Figure <br /> 2 - Site Plan. <br /> This Work Plan is prepared in accordance with San Joaquin County Public Health Services - <br /> Environmental Health Division (PHS-EHD) and Central Valley Regional Water Quality Control <br /> Board (CVRWQCB) guidelines for the investigation of UST sites. <br /> 2.0. BACKGROUND <br /> The site is located in a flat, commercial area of Stockton, California on the northeast comer of <br /> Charter Way and Stanislaus Street. It is our understanding that two 12,000-gallon single-walled <br /> gasoline USTs were installed at the site in 1972. The USTs will be upgraded by tank lining. One <br /> 1,000-gallon double-walled UST is also located at the site. <br /> 3.0. SCOPE OF WORK <br /> 3.1. PROBING AND SAMPLING <br /> AGE proposes to initially advance four soil probe boring (probing) at the site. Probings will be <br /> advanced at an angle of approximately 25° from vertical, near both ends of each UST, to depths of <br /> approximately 15 to 20 feet below surface grade (bsg); Probings may be advanced to greater depths <br /> or additional probings installed based upon field observations. Probings will be advanced using <br /> AGEs Geoprobe soil probing unit. Soil samples will be collected at 5 foot intervals, beginning at 10 <br /> feet bsg, from each probing. The proposed probing locations are illustrated on Figure 2. <br /> 3.2. EQUIPMENT DECONTAMINATION <br /> All probing rods, sampling tools and sample liners used for sample collection will be thoroughly <br /> rinsed with clean water after washing with a solution of Alconox. <br />
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