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ARCHIVED REPORTS_XR0005894
Environmental Health - Public
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ARCHIVED REPORTS_XR0005894
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Entry Properties
Last modified
9/24/2020 12:59:36 AM
Creation date
4/24/2020 4:14:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005894
RECORD_ID
PR0545610
PE
2952
FACILITY_ID
FA0003920
FACILITY_NAME
JKC TRUCKING INC
STREET_NUMBER
3400
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3400 NEWTON RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i, <br /> 15 September 1999 <br /> AGE-NC Project No 98-0592 <br /> Page 2 of 7 <br /> the direction of AGE personnel, and were conducted in accordance with the Preliminary Site <br /> Assessment Work Plan dated 26 April 1999, prepared by AGE, as approved by the PHS-EHD <br /> 3 1 SOIL BORINGS AND MONITORING WELL INSTALLATION <br /> On 10 and I1 June 1999, AGE advanced five borings BI, B2, B3, B4, and B5, to depths of 64, 55, <br /> 30, 30, and 55 feet below surface grade (bsg), respectively One of the five borings (B1/MW-1) was <br /> completed as a ground water monitoring well Soil borings were advanced utilizing a truck-mounted <br /> drill rig equipped with 8-inch diameter hollow stem augers The drill rig and three man crew were <br /> supplied by Cal-Nev Drilling of Rancho Cordova, California The soil boring/monitoring well <br /> locations are depicted in Figure 2 <br /> 3 2 SOIL AND GRAB GROUND WATER SAMPLE COLLECTION <br /> Discrete soil samples were collected at 5-foot intervals, beginning at 15 feet bsg from soil boring <br /> B1, and from 5 feet bsg from borings B2, B3, B4 and B5 Soil samples were collected utilizing a <br /> California split-spoon sampler loaded with three 2-inch by 6-mch brass sleeves The sampler was <br /> driven by dropping a 140-pound weight from a height of 30 inches The number of blows required <br /> to drive each 6-inch interval of the sampler (blow counts) was recorded on boring logs by an AGE <br /> staff geologist <br /> Soil samples were preserved by covering both ends of the second brass Sleeve with Teflon sheets, <br /> capping and sealing with tape Each preserved sample sleeve was labeled with soil boring location, <br /> depth, time, date and sampler's initials and was stored in a chilled container under ice Selected soil <br /> samples were logged on a chain-of-custody, transported to a State of California Department of <br /> Health Services (DHS)-certified laboratory and analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 5030/8015M, <br /> • Total petroleum hydrocarbons quantified as diesel (TPH-d), and motor oi. (TPH-mo) in <br /> accordance with EPA Methods 3550/8015M, <br /> • Volatile aromatics (benzene, toluene, ethylbenzene and xylene BTEX) with methyl tertiary- <br /> butyl ether (MTBE) in accordance with EPA Method 8020, and <br /> • Duel oxygenates, including tertiary butanol (TBA), di-isopropyl ether(DIPS),ethyl tert-butyl <br /> ether (ETBE) and tert-amyl methyl ether (TAME) and MTBE in accordance with EPA <br /> Method 8260M <br /> Adianced GeoEn%ironmtnial,inc <br />
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