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ARCHIVED REPORTS_XR0003158
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540782
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ARCHIVED REPORTS_XR0003158
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Last modified
2/6/2020 10:53:29 AM
Creation date
2/6/2020 9:57:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003158
RECORD_ID
PR0540782
PE
2960
FACILITY_ID
FA0023314
FACILITY_NAME
RMB GARAGE
STREET_NUMBER
715
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13905409
CURRENT_STATUS
01
SITE_LOCATION
715 N HUNTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 29 October 2004 <br /> . AGE-NC Project No 01-0877 <br />' Page 2 of 4 _ <br /> analysis(VOA)vials containing 0 5 ml 18%hydrochloric acid solution as a sample preservative,and <br />' one 1-liter amber bottle without preservative After collection, the samples were properly labeled, <br /> ' placed in a chilled container, and transported under chain of custody to Cal Tech Environmental <br />' Laboratories (CTEL), a State of California Department of Health Services (DHS)-Environmental <br /> Laboratory Accreditation Program certified(#2424)analytical laboratory,for analysis The samples <br /> were analyzed for <br /> Total petroleum hydrocarbons quantified as gasoline(TPH-g),diesel(TPH-d),and motor oil <br /> (TPH-mo) in accordance with EPA Method 8015 Modified, and <br />' Benzene,toluene, ethylbenzene, and total xylenes(BTEX)and volatile organic compounds <br /> methyl-tertiary-butyl ether(MTBE),tertiary butyl alcohol(TBA),di-isopropyl ether(DIPE), <br />' ethyl tertiary-butyl ether (ETBE), tertiary-amyl methyl ether (TAME), 1,2-dichloroethane <br /> (1,2-DCA) and 1,2-dibromoethane (EDB) in accordance with EPA Method 8260 <br /> I3.0. FINDINGS <br />'• Ground water flow direction, elevation, and gradient were determined from data collected in the <br /> field The hydrocarbon impact to ground water was quantified by the laboratory data obtained from <br />' the ground water samples <br />' 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> At the time of the July 2004 sampling event,depths to ground water ranged from 26 95 to 27 66 feet <br />' below the tops of the well casings (Table 1) The average ground water elevation at the site was <br /> approximately 17 29 feet below mean sea level (MSL), which indicates a decrease in the static <br /> ground water elevation of approximately 0 73 feet since the last monitoring event Ground water was <br />' inferred to flow in a northeast-plunging ridge, with water north of the ridge flowing to the north <br /> under a gradient of approximately 0 006 foot/foot and water to the south of the ridge flowing <br /> eastward under a gradient of approximately 0 004 foot/foot (Figure 3) During the July 2004 <br />' monitoring event,ground water levels were within the screened Interval of each well,indicating that <br /> the wells were screened properly to yield representative ground water samples <br /> I3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br />' TPH-g was detected in all ground water samples at concentrations ranging from 31,000 micrograms <br /> • per liter(µg/1)in sample MW-4 to 190,000µg/1 in sample MW-3 BTEX compounds were detected <br />' Advanced GeoEnvironmental,Inc <br /> I <br />
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