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ARCHIVED REPORTS_XR0008150
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ARCHIVED REPORTS_XR0008150
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Last modified
5/5/2020 3:40:53 PM
Creation date
5/5/2020 2:37:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008150
RECORD_ID
PR0545641
PE
3528
FACILITY_ID
FA0002480
FACILITY_NAME
SHOP N GO 3
STREET_NUMBER
4511
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11023011
CURRENT_STATUS
02
SITE_LOCATION
4511 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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I ti <br />' 26 September 2003 <br /> AGE-NC Project No 95-0128 <br />' Page 5 of 8 <br />' Water sample containers were labeledwiththe sample designation,date,time,and sampler's initials <br /> Subsequently,the samples were logged on a chain-of-custody form,placed in a chilled container and <br /> transported to MAI The samples were analysis for <br /> • TPH-g and TPH-d by EPA Method 8015 Modified, and <br /> • BTEX and MTBE by EPA Methods or 8020 or 8260 <br /> I <br /> In addition, to satisfy SPWD Industrial Wastewater Discharge Permit No 01, the pH of effluent <br />' ground water samples collected were analyzed in accordance with EPA Method 150 1 <br />' 3.0. FINDINGS <br /> Ground water elevations were determined by subtracting the measured depths-to-water from the <br />' surveyed casing elevations Ground water flow directions were determined by contouring the water <br /> elevations on a scaled site plan Contaminate impact to ground water samples was assessed by <br /> laboratory analysis The mass of hydrocarbons removed by ground-water extraction was calculated <br />' from the volume of water treated and the concentrations of contaminants from laboratory analysis <br /> Soil descriptions were incorporated into the site hydrogeologic model <br />' 3 1 STRATIGRAPHY AND GROUND WATER OCCURRENCE <br /> IFine grained soil,primarily silt,was encountered at from the surface to 20 feet bsg in boring MW 18 <br /> Poorly graded sand was encountered at 20 feet bsg in the same boring Silt was encountered at 30 <br />' feet to 40 feet bsg Clay with low percentage of silt was present in the soil sample collected from <br /> 40-foot and 60-foot samples from the boring Sandy silt was encountered at 50 and 65 feet bsg in the <br /> same boring Petroleum hydrocarbon odor was not noted in the samples collected Saturated soil was <br />' observed at 35 feet bsg and the ground water table was observed to occur at 30 feet bsg <br /> 3 2 GROUND WATER ELEVATION AND GRADIENT <br /> The depth to ground water on 24 February 2003 ranged from 31 64 feet (MW-15) to 34 48 feet <br /> (MW-13)below the well casings The ground water elevation calculated from the same data,ranged <br /> from 20 05 feet(MW-10) to 21 22 feet (MW-14) below mean sea level(MSL), the average ground <br /> water elevation was approximately 1 14 feet lower than the average ground water elevation during <br /> the November 2002 monitoring event The ground water table occurred within the screened interval <br /> of the shallow-screened monitoring wells(Table 1),wells MW-1 to MW-3,MW-11 B and MW-12B <br /> IAdvanced GeoEnvironmental Inc <br />
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