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ARCHIVED REPORTS_XR0008020
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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W
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3302
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3500 - Local Oversight Program
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PR0545872
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ARCHIVED REPORTS_XR0008020
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Last modified
7/21/2020 4:18:12 PM
Creation date
7/21/2020 4:11:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008020
RECORD_ID
PR0545872
PE
3528
FACILITY_ID
FA0025947
FACILITY_NAME
JAYS MINI MART
STREET_NUMBER
3302
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11705037
CURRENT_STATUS
02
SITE_LOCATION
3302 N WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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The U S Alert number assigned was 214418 . <br /> • FIELD WORK <br /> On August 11, 2000, John N. Alt, a Certified Engineering <br /> Geologist, and John P. Cummings of JPCA met with a V & W DRILLING <br /> INC. , crew to take the soil and groundwater samples. The push <br /> drill met "refusal" at approximately 25 feet and drilling was <br /> halted. <br /> A rotary auger drill would be needed. The agreed date to <br /> complete the soil and groundwater sampling was September 7 , 2000. <br /> On September 7 , 2000, John N. Alt, a Certified Engineering <br /> Geologist, and John P. Cummings of JPCA again met with a V & W <br /> DRILLING INC. , crew, Margaret Lagorio, SREHS of the San Joaquin <br /> County Public Health Services, Environmental Health Division <br /> (SJCEHD) and the site 's owner. <br /> One boring was advanced to an approximate depth of 50 feet, <br /> approximately three feet beyond where groundwater was first <br /> encountered. An 8-inch diameter hollow-stem auger was used to <br /> accomplish the advancement of the boring. The boring log is <br /> contained in Appendix A. <br /> Soil samples were collected at each 5 ft level interval <br /> • <br /> commencing at a depth of ten feet, using a split spoon tube <br /> sampler loaded with pre-cleaned brass tubes. The soil samples <br /> collected at 10, 15, 20, 25, and 30 feet below grade were used to <br /> identify the soil stratigraphy and held but not chemically <br /> analyzed. <br /> Soil samples, at approximately 30, 35, 40, and 45 feet were <br /> collected in the lowest brass liner and preserved by covering <br /> both ends with Teflon tape, capping with plastic caps and sealing <br /> the caps. Soil samples were labeled and logged under Chain-of- <br /> Custody (COC) control . Soil samples were stored in a cooler with <br /> ice, transported to a state certified laboratory for analysis <br /> [four samples] with COC documentation. <br /> One groundwater sample was collected at 50-53 feet below grade <br /> which was the termination of the boring. A clean dedicated <br /> bailer was used to obtain the sample, then the sample was placed <br /> in two 40 ml VOAs with Teflon septa, labeled, held in a cooled ( 4 <br /> Degrees C) ice chest and transported to a State Certified <br /> Laboratory, under COC documentation, for analyses. <br /> Sampling equipment was decontaminated using tri-sodium phosphate <br /> solution (TSP) and twice rinsed with the last rinse using <br /> distilled water prior to sampling. Soil cuttings were left on <br /> 2 <br />
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