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2900 - Site Mitigation Program
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PR0541800
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Last modified
3/16/2020 4:49:55 PM
Creation date
3/16/2020 2:00:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0541800
PE
2960
FACILITY_ID
FA0023969
FACILITY_NAME
CANCUN RESTAURANT
STREET_NUMBER
135
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
13908010
CURRENT_STATUS
01
SITE_LOCATION
135 E MINER AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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06 April 2012 <br /> AGE-NC Project No. 07-1587 <br /> Page 3 of 6 <br /> mix or a Portland cement slurry. <br /> 2.3. SOIL LOGGING <br /> After sample preservation, soil was extruded from the remaining sleeves. Soils were <br /> visually classified by an AGE geologist in accordance with the Unified Soil Classification <br /> System (USCS). Soil boring logs exhibiting soil profiles are depicted in Appendix A. <br /> 2.4. GRAB GROUND WATER COLLECTION AND ANALYSIS <br /> The ground water table was measured and observed to be between approximately 25 to <br /> 30 feet bsg. Two 'grab' groundwater samples were collected from the borings; the first at <br /> the water table (labeled as GW-depth) and the second from the maximum depth of each <br /> boring at approximately 60-65 feet bsg (labeled as GW-depth). Ground water samples <br /> were extracted from the boring with disposable '/4-inch tubing and sampling check-valve. <br /> Each ground water sample was transferred into three laboratory-supplied, 40-ml volatile <br /> organic analysis (VOA) vials, and one laboratory-supplied 1-liter amber bottle. After <br /> collection, samples were properly labeled, placed in a chilled container, and transported <br /> under chain-of-custody to CTEL. Samples were analyzed for the constituents listed in <br /> Section 2.2. <br /> 3.0. FINDINGS <br /> Stratigraphy and ground water hydrogeology underlying the site were characterized from <br /> field descriptions. Hydrocarbon impact to soil and ground water was assessed by <br /> laboratory analyses. Geomap representing site map were uploaded to the State Water <br /> Board GeoTracker site; confirmation number is 4426969408. <br /> 3.1. STRATIGRAPHY <br /> The site stratigraphy was confirmed by field observations from boring B6 to B8. Silty clay <br /> was encountered between 5 feet and 25 feet bsg and dominated the section at the contact <br /> again recognized near 40 feet bsg and was observed to the lowest sample collected. A <br /> sand was observed in the borings near 30 feet bsg and a minor silty sand was observed <br /> in eastern boring B6 at approximately 55 feet bsg. <br /> Hydrocarbon like odor and some relevant PID readings were observed in boring B6 at <br /> Advanced GeoEnvironmen[al,Inc. <br />
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