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ARCHIVED REPORTS_XR0005838
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545617
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ARCHIVED REPORTS_XR0005838
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Last modified
4/28/2020 1:59:00 PM
Creation date
4/28/2020 1:22:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005838
RECORD_ID
PR0545617
PE
3528
FACILITY_ID
FA0005557
FACILITY_NAME
RIPON FARM SERVICE
STREET_NUMBER
935
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102007/2011
CURRENT_STATUS
02
SITE_LOCATION
935 FRONTAGE RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' 09 January 2006 <br /> AGE-NC Project No. 95-0137 <br /> Page 2 of 4 <br /> vials and into one 1-liter amber bottle: Samples were properly labeled, stored in a chilled container, <br /> ' and transported under chain of custody to Cal Tech Environmental Laboratories(CTEL),a Calif6rnia <br /> Department of Health Services(DHS)-certified laboratory, for analysis. Each sample was analyzed <br /> for: <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d,- <br /> respectively) in accordance with EPA Method 8015 Modified; and <br /> ' Benzene; toluene, ethylbenzene, and total xylenes (BTEX) and.fuel oxygenates methyl <br /> tertiary-butyl ether (MTBE),tertiary-butyl alcohol (TBA),di-isopropyl ether(DIPE), ethyl <br /> tertiary-butyl ether(ETBE),tertiary-amyl methyl ether(TAME), 1,2-dibromoethane(EDB), <br /> ' and 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260B. glaa ` ([�ZCe(j <br /> nt f ra fe. 94j <br /> � � <br /> J 1 7 <br /> i <br /> 3.0. FINDINGS <br /> Ground water elevation,flow direction, and gradient were determined from field data collected on <br /> '21 November 2005; the contaminant impact to ground water was quantified from laboratory data. <br /> 3.1. GROUND WATER GRADIENT AND FLOW DIRECTION <br /> Depths to groan •wat r during t November 2005 monitoring event ranged from 23-6$-feet{MW-4 <br /> mid AAWz to eet (MWp below the tops of the well casings; the average depth to ground <br /> Water increased approximately 0.5 feet since the August 2005 quarterly monitoring event. The <br /> calculated ground water elevations ranged from 33.92 feet (MW-4) to 37.36 feet (MW-5).The <br /> ground water flow direction was west to south west across the site, at a hydraulic gradient of <br /> ,. approximately 0.007 foot/foot(ft/ft), at the former UST release area(Figure 3). <br /> ' 3.2. ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-d was detected in the off-site Jimco well MW-6 at a concentration of 26,000 micrograms per <br /> ' liter (µg/1). TPH-g was detected in wells MW-6 and MW-8 at concentrations of 25,000 4g11 and <br /> '300µg/l,respectively;however,the detection of TPH-g in MW-6 was noted by the laboratory to be <br /> mostly in diesel range organic. <br /> The fuel additive MTBE was detected in monitoring well MW-8 (off-site) at a concentration of <br /> 250 µg/l. The lead scavenger 1,2-DCA was thtdetected in the samples from wells MW-4, MW-9, <br /> ' and MW-10 at concentrations of 5.3 µg/l, 20 µg/l, and 48 µg11, respectively. TAME was detected <br /> • in well MW-8 at a concentration of 6.0 µg11. <br /> Advanced GeoEnvironmental,Inc. <br />
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