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2900 - Site Mitigation Program
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PR0517291
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Last modified
6/19/2019 9:56:38 AM
Creation date
6/19/2019 9:50:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0517291
PE
2959
FACILITY_ID
FA0013309
FACILITY_NAME
TRACY TEST FACILITY
STREET_NUMBER
32727
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25112004
CURRENT_STATUS
01
SITE_LOCATION
32727 CORRAL HOLLOW RD
P_DISTRICT
005
QC Status
Approved
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GENERAL DYNAMICS <br /> Additional Investigation —Ro*3; SWMU21 Workplan, Revised Novem&003 <br /> samples will be collected in order to further investigate petroleum hydrocarbons <br /> following refusal encountered during the March 2003 event, and to define the vertical <br /> extent of TPH particularly downgradient of S-26. Selection of which soil samples <br /> collected during the monitoring well installation will be analyzed will be based on field <br /> test kit data. <br /> 1 <br /> 2.0 SITE DESCRIPTION AND PREVIOUS INVESTIGATIONS <br /> ' The site is located on approximately 500-acres of land at 32727 Corral Hollow Road, <br /> approximately 3.2-miles south of the intersection of Interstate Highway 580 SW and <br /> ' Corral Hollow Road, near Tracy, California. The majority of the surface area of the site <br /> is located in a water gap (Elk Ravine) transecting the northeast slope of a southeast- <br /> northwest trending anticlinal ridge of the Altamont Hills. A northeast trending <br /> ' intermittent stream, Corral Hollow Creek, is located approximately 150-ft northeast of <br /> Corral Hollow Road in the bottom of the water gap. Outcrops of very coarse-grained <br /> (conglomerates) to fine-grained (sandy siltstones) sedimentary strata, obscured by <br /> ' undifferentiated coarse to fine-grained detrital deposits at the foot of the ridge, are <br /> present at higher elevations in the area of the site. Grazing of livestock (cattle) occurs <br /> north and east of the site. <br /> In 1999 a DTSC approved investigation of SWMU 21 found TPHd above 1,000 mg/kg in <br /> the soil. In 2001 a DTSC approved follow up investigation found additional TPH in soil <br /> above 1,000 mg/kg resulting in the removal and off site disposal of 1,200 tons of soil. <br /> Continued site assessment in 2002 resulted in the drilling of 9 "step out", and two <br /> borings to evaluate the depth of petroleum hydrocarbons. Step out boring S-26 <br /> ' approximately 35' southeast of SWMU21, recorded TPHd above 1,000 mg/kg to a depth <br /> of 40' bgs; sampling of the BH-4 boring measured TPHd and TPHo&g above 1,000 <br /> mg/kg at 45' bgs. <br /> ' In March of 2003 a DTSC approved workplan was implemented to evaluate three <br /> primary areas: <br /> ' 1. the extent of petroleum hydrocarbon southeast and down the topographic slope <br /> from boring S-26. <br /> 2. groundwater below boring BH-4 <br /> ' 3. soil below the storm drain outfall approximately 100' east of SWMU21. <br /> ' The March 2003 field investigation and sampling event found TPHd in groundwater <br /> below boring BH-4 at 45' bgs (from monitoring well S-33) at 30 mg/I. Soil samples <br /> collected from boring S-31 southeast and down the topographic slope from S-26 at 5' <br /> ' intervals to a maximum depth of 50' bgs found all samples to be well below 1,000 <br /> mg/kg. Soil samples below the storm drain at depths of 1' and 3' bgs found 10 mg/kg <br /> TPHd at the 3' bgs location. <br /> ' The following work scope will provide the specific approach CE will follow in further <br /> assessing TPH at the site. <br /> CHOW ENGINEERING, INC. 2 <br /> 1 <br />
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