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ARCHIVED REPORTS XR0001944
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544497
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ARCHIVED REPORTS XR0001944
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Entry Properties
Last modified
5/28/2019 3:51:18 PM
Creation date
5/28/2019 3:26:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001944
RECORD_ID
PR0544497
PE
3528
FACILITY_ID
FA0003687
FACILITY_NAME
OLD TRUCK STOP, THE
STREET_NUMBER
3535
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206009
CURRENT_STATUS
02
SITE_LOCATION
3535 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 ? <br /> I n 1 <br /> hl 7 1 <br /> 29 December 1999 <br /> AGE-NC Project No 97-0312 <br /> Page 4 of 9 1 1 <br /> ' sample preservative and into 1-liter amber bottles without preservative The samples were labeled, <br /> placed in a chilled container and transported under chain-of-custody to McCampbell Analytical Inc <br /> (MAI)in Pacheco, a California Department of Health Services(DHS)-certified analytical laboratory, <br /> r and were'analyzed for '� 1 <br />■ <br /> • Total petroleum hydrocarbons quantified, as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Methods 5030 and 8015m, <br /> • Volatile aromatic hydrocarbons (benzene, toluene, ethylbenzene and total xylenes, BTEX) <br /> with methyl tertiary-butyl ether(MTBE) in accordance with EPA Method 8020/602, and <br /> 0 Fuel oxygenates (MTBE, di-isopropyl ether [PIPE], ethyl tert-butyl ether [ETBE], tert-amyl <br /> methyl ether [TAME] and tert-butanol [TBA]) in accordance with EPA Method 8260 1 <br /> modified <br /> S <br /> I3 3 DRILLING AND SAMPLING <br /> From 27 to 29 September 1999, 12 soil borings were advanced at the site Bonngs B18 through B29 <br /> were advanced to vertical depths between 30 and 70 feet below surface grade (bsg) Borings B18 <br /> through B28 were advanced using a CME-75HT drill ng equipped with 63/4-inch diameter hollow- <br /> stem augers Boring B29 was advanced using a hand auger The dell ng and three-man crew were <br /> supplied by Machell Drilling Environmental Corp (MDE) of Rancho Cordova, California Auger <br /> returns generated by drilling were stockpiled on-site approximately 300 feet northwest of the former <br /> USTs location Boring locations are'shown on Figure 2 ` <br /> Samples collected from bonngs B 18 through B28 were collected ahead of the drill bit using a split- <br /> tube sampler loaded with three pre-cleaned 2-inch by 6-inch brass sleeves Samples were collected , <br /> ' at five-foot intervals, beginning at depths of 10 feet bsg in boring B23, beginning at a depth of 15 <br /> feet bsg in borings B25 and B28, and beginning at a depth of 5 feet bsg in the remaining borings, <br /> using a 140-pound hammer to advance the sampler 18 inches The number of blows,required to <br /> advance the sampler in 6-mch increments was recorded on the boring logs Soil samples were <br /> collected froln boring B29 at five-foot intervals using,a metric soil sampler loaded withlwo 2-mch <br /> by 3-inch brass sleeves <br /> , <br /> All sampling tools and sample liners used for sample collection were4horoughly rinsed with clean <br /> i water after washing with a solution of Alconox between each sampling run to avoid cross- <br /> contamination For each sample, both ends of the leading sleeve were covered with Teflon sheets, <br /> capped and sealed with tape The samples were labeled, stored on ice and transported under chain-of- <br /> custody to MAI for analyses <br /> Advanced GeoEnvironmental,Inc <br /> 4 <br /> 1 <br /> M r <br />
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