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ARCHIVED REPORTS XR0007804
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007804
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Entry Properties
Last modified
7/15/2019 6:30:06 PM
Creation date
7/15/2019 4:25:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007804
RECORD_ID
PR0505525
PE
2953
FACILITY_ID
FA0002387
FACILITY_NAME
KEYSTONE AUTOMOTIVE INDUSTRIES INC
STREET_NUMBER
632
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14907033
CURRENT_STATUS
02
SITE_LOCATION
632 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Y z'p Yk-`, e L _ ' ^ 1 - h ., r y •^ x ` i Y ,.. i - 1 .. <br /> , F . <br /> 04 April 2000 <br /> AGE-NC Project No 95-0142 <br />' Page 2 of 4' <br /> Soil samples were collected ahead of the drill bit using a California-modified split-tube sampler <br />' loaded with three pre-cleaned 2-inch by 6-inch brass sleeves The samples were collected from <br /> monitoring well pilot soil borings MW-7 and MW-8, at five-foot intervals,beginning at 45 feet bsg, <br /> using a 140-pound hammer to advance the sampler 18 inches< The'number of blows required to y <br />' advance the sampler in 6-inch increments was recorded on the boring logs All sampling equipment <br /> was washed in an Alconox solution and rinsed with water'prior to each sampling run to avoid cross- <br /> contamination <br /> Both ends of the leading or selected soil-filled sleeve were covered with Teflon sheets, capped and <br />' sealed with tape The preserved samples were labeled and were stored on ice pending transportation <br /> to a State of California Department of Health Services (DHS)-certified analytical laboratory Only <br /> soil sample from well,MW-7 were sent under chain-of-custody to McCampbell Analytical, Inc <br />' (MAI) for analysis <br /> t22 WELL AND BORING COMPLETION <br /> i <br /> Borings MW-7 and MW-8 were completed as ground water monitoring wells using two-inch <br /> diameter PVC casing with 0 020-inch slotted screen installed from approximately 80 feet to 70 feet <br /> bsg with blank casing extended to the surface The filter pack (No 3 Lonestar sand) was installed <br /> from 80 feet to approximately 67 feet bsg A nominal 5-foot bentonite pellet plug was then installed <br />' above the filter pack and was well hydrated The wells were then grouted to near the surface with <br /> portland cement Water-tight, traffic-rated well boxes were then installed over the wells Soil boring <br /> logs with the well construction are depicted in Appendix A ' <br /> 23 LABORATORY ANALYSES OF SOIL SAMPLES <br /> i <br /> Selected soil samples were analyzed for <br /> •, .Total petroleum hydrocarbons quantified 4as gasoline (TPH-g) in accordance with EPA _ <br /> Method 8015 Modified, <br /> • Volatile aromatic hydrocarbons benzene, toluene, ethylbenzene and total xylenes (BTEX) <br /> with methyl tertiary-butyl ether(MTBE) in accordance with EPA Method 8020, and ' <br /> • Oxygenated fuel additives di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), <br />' methyl tertiary-butyl ether(MTBE), tertiary-amyl methyl ether(TAME) and tertiary butanol <br /> (TBA) in accordance with EPA Method 8260 Modified, respectively <br /> Advanced GeoEnvironmental,Inc <br /> , r i <br /> s ' <br />
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