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3500 - Local Oversight Program
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PR0544148
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Last modified
2/14/2019 6:16:53 PM
Creation date
2/14/2019 2:56:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544148
PE
3526
FACILITY_ID
FA0005937
FACILITY_NAME
NEAL STALLWORTH AUTO DETAIL
STREET_NUMBER
602
Direction
N
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13916509
CURRENT_STATUS
02
SITE_LOCATION
602 N CALIFORNIA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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M w <br /> Site Background Information: Stallworth Auto Sales <br /> Page 5 of 10 <br /> I'I <br /> high as 9,300 µg/1 benzene and 49,000 µg/l toluene in HU8, and 5,500 µg/l ethylbenzene and <br /> 259500 µg/1 total xylenes in HU9/10 . BTEX constituents were not detected in the ground <br /> water samples collected from CPT-2 . <br /> • 1 ,2-DCA was detected in the water samples collected only from CPT-3 at concentrations of <br /> 37 µg/l in HU8 and 23 µg/1 in HU9/10 . <br /> On 18, 19 and 20 January 2006, one soil boring was advanced and two deep ground water <br /> monitoring wells (MW- 1C and MW- 1D) were installed at the site. A CME-95 truck-mounted drill <br /> rig was utilized to advance soil borings B4, MW4 C and MW4D to total depths of 150 feet below <br /> surfacegrade (bsg), 135 feetbsg and 150 feet bs , res respectively, using 8-inch diameter hollow-stem L. <br /> augers . Soil samples were not collected in borings MW- 1C and MW- 1D . No soil samples were <br /> collected in boring B-4 until 50 feet bsg. In addition, ground water samples were collected from h , <br /> wells MW- 1C and MW- 11). Pilot borings MW4C and MW- 1D were completed as ground water J <br /> monitoring wells of the same designations using 2-inch diameter polyvinylchloride (PVC) casing <br /> with 0 .010-inch slotted screen installed from 125 feet to 135 feet bsg and 140 to 150 feet bsg, <br /> respectively. <br /> i <br /> • TPH-g was detected in the soil samples collected from B4 at 60 feet, 70 feet, 90 feet, 100 <br /> feet, 130 feet and 149 feet bsg. Concentrations ranged from 2 .0 mg/kg (B4400) to 2,500 <br /> mg/kg (B4-70) . <br /> • BTEX constituents were detected in the boring B4 samples from 60 feet, 80 feet, 90 feet, 130 <br /> feet and 149 feet. Maximum concentrations were detected in sample B4-70 at 4.7 mg/kg <br /> benzene, 32 mg/kg toluene, 7. 9 mg/kg ethylbenzene and 45 mg/kg xylenes. <br /> • TPH-g was detected in the ground water samples collected from wells MW4Cand MW- 1D <br /> at concentrations of 3,800 micrograms per liter (µg/1) and 6,400 µg/l, respectively. <br /> • BTEX constituents were detected in the samples from wells MW- 1C and MW41) with j <br /> maximum concentrations in well MW- 1D at 170 µg/1 benzene, 870 µg/1 toluene, 180 µg/l ;{ <br /> ethylbenzene, and 760 µg/1 xylenes. <br /> • The fuel oxygenates MTBE and DIPE were detected in well MW- 1D at concentrations of 9 . 8 <br /> µg/l and 3 . 6 µg/1, respectively. DIPE was detected in well MW- 1 C at a concentration of 4.4 <br /> µg/1. The lead scavenger 1 ,2-DCA was detected in both wells at concentrations of 3 . 0 µgll <br /> and 5 .4 µg/1, respectively. <br /> On 26 and 27 January 2006, soil boring CPT-5 was advanced off-site, at 540 North California Street <br /> utilizing CPT technology to model the geologic and hydrogeologic framework and to assess potential <br /> dissolved petroleum migration from the site. Lithologic data was collected from an initial CPT soil <br /> boring; adjacent borings were then advanced to collect grab ground water samples from selected <br /> depths . Soil boring CPT-5 was advanced to atotal depth of 200 feet bsg. Groundwater samples were <br /> Advanced GeoEnvironmentaI, Inc. .� <br />
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