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ARCHIVED REPORTS_XR0003154
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PR0540782
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ARCHIVED REPORTS_XR0003154
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Last modified
2/6/2020 10:56:09 AM
Creation date
2/6/2020 9:55:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003154
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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SJGOV\sballwahn
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EHD - Public
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' 15 November 2005 <br /> i 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 />' 0 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 />' 0 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 />' 3.4. 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 2005 sampling event, depths to ground water ranged from 25 63 (MW-3)to <br /> 26 32(MW-4)feet below the tops of the well casings(Table 1) The average ground water elevation <br /> at the site was approximately 15 92 feet below mean sea level (MSL), which indicates an increase <br /> in the static ground water elevation of approximately 0 23 feet since the last monitoring event <br /> Ground water flow was inferred to be towards the northeast at an average gradient of 0 003 foot/foot <br /> Figure 3 illustrates the contoured ground water elevations as measured on 22 July 2005 During the <br /> July 2005 monitoring event, ground water levels were within the screened interval of each well, <br /> indicating that the wells were screened properly to yield representative ground water samples <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in all water samples at concentrations ranging from 39,000 micrograms per liter <br /> • (µg11) in sample MW-4 to 470,000 µg/1 in sample MW-3 TPH-d was detected in all water samples <br /> Advancer!GeoEnvironmentsl,Inc ' <br />
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