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CAROLYN WESTON
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2900 - Site Mitigation Program
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PR0517528
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Last modified
2/22/2019 12:15:44 PM
Creation date
2/22/2019 11:49:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0517528
PE
2950
FACILITY_ID
FA0013490
FACILITY_NAME
GAS 4 LESS @ FOOD 4 LESS
STREET_NUMBER
520
STREET_NAME
CAROLYN WESTON
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
16422012
CURRENT_STATUS
02
SITE_LOCATION
520 CAROLYN WESTON BLVD
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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U <br /> Advanced, <br /> GeoEnvironmental, I c <br /> 17 December 2001 <br /> AGE-NC Project No. 01-0866 q� JAN 15 2002 <br /> ENVIRONMENT HEALTH <br /> Mr. Jerry Allen s 4 PERMIT/SERVICES f <br /> Fleming Foods <br /> 1945 Lakepointe Drive <br /> ,i Lewisville, TX 75057 <br /> Subject: Baseline Soil Sample Analysis <br /> PROPOSED FUEL 4 LESS <br /> 520 Carolyn Weston Boulevard, Stockton, Cani'ornia <br /> i <br /> 1.0.. INTRODUCTION= <br /> At your request,Advanced GeoEnvironmental, Inc. (AGE)has prepared this Baseline Soil Sample <br /> Analysis report for 520 Carolyn Weston Boulevard, Stockton, California. The scope of work <br /> included the advancement of two soil borings, collection of soil samples and one water sample for <br /> laboratory analysis. One boring was located within the future underground storage tank (UST) <br /> excavation and included the collection of one grab water sample; a second boring was located near <br /> the future canopy footings area.Each boring was advanced to aldepth of 20 feet below surface grade <br /> (bsg). The location of the site and its surroundings is illustrated on Figure 1. Major features on the <br /> site and soil boring locations are illustrated on Figure 2. <br /> A i <br /> h <br /> 2.0 SOIL BORING ADVANCEMENT � <br /> On 03 October 2001, two soil borings(SB-1. and SB-2) were advanced at the site using a truck- <br /> mounted,CME-75 drill rig equipped with continuous flight 8.215-inch hollow stem augers,The drill <br /> rig and two-man crew were provided by West Hazmat DrillingCorporation of Sacramento, <br /> California.Borings SB-1 and SB-2 were advanced to 20 feet bslg. Soil boring SB-1 was advanced in <br /> the center portion of the site in the proposed canopy footing location.Soil boring SB-2 was advanced <br /> in the southern portion of the site in the proposed UST excavation site. <br /> 'I <br /> 2.1. SOIL SAMPLING <br /> Soil samples were collected from the borings at 5-foot intervals beginning at 5 feet bsg to the total <br /> depth of the borings using a California split-spoon sampler loaded with three clean 2-inch by 6-inch <br /> brass sleeves. A 140-pound hammer was utilized to advance the sampler over an 18-inch interval <br /> ahead of the augers; the number of blows required to advance the sampler over each 6-inch ! <br /> increment was recorded on the boring logs. All sampling equipment was washed in an,Alconox <br /> 837 Shaw Road,Stockton,California 9,5215 <br /> Telephone(209)467-1006 FAX(209)467-1118 1 <br />
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