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ARCHIVED REPORTS_XR0013101
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PR0545247
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ARCHIVED REPORTS_XR0013101
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Last modified
1/30/2020 1:43:00 PM
Creation date
1/30/2020 11:13:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013101
RECORD_ID
PR0545247
PE
3528
FACILITY_ID
FA0009790
FACILITY_NAME
CITY OF STOCKTON FIRE STATION #7
STREET_NUMBER
1767
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07509036
CURRENT_STATUS
02
SITE_LOCATION
1767 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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19 October 1998 <br /> AGE-ITC Project No. 97-0439 <br /> Page 2 of 4 <br /> 2.3. SITE ASSESSMENT <br /> On 20 and 23 December 1996, four soil probe borings were advanced at the site by The Twining <br /> Laboratory Inc. (Twining). Three soil borings were established vertically (SP-1, SP-IA and SP-2), <br /> while one additional soil probe boring (SP-3) was established at 30-degree angle from vertical and <br /> projected under the structure on the site. <br /> - Soil samples were collected continuously from the probe borings. Soil samples from specific depths <br /> were analyzed for TPH-d and BTEX with methyl tertiary butyl ether(MTBE) in accordance with <br /> EPA Methods 8015m and 8020, respectively (Table 1). <br /> Additionally, a grab water sample was collected from a depth of 48 feet bsg from probe boring SP- <br /> IA. The grab water sample was analyzed for TPH-d and BTEX with MTBE in accordance with <br /> EPA Methods 8015 and 8020, respectively. <br /> Soil analysis indicated that limited soil contamination was present in the southern portion of the UST <br /> area. TPH-d was detected in the probe samples at concentrations up to 4,100 parts per million: ppm. <br /> The greatest depth for the detection of TPH-d was 16 feet bsg in sample SP-1 A at a concentration <br /> 11 ppm. Samples collected from depths of 20 and 26 feet bsg did not have detectable concentrations <br /> of TPH-d. <br /> Ground water beneath the site has contained low concentrations of TPH-d, toluene and xylene. <br /> The analytical results of the soil samples are summarized on Table 1. The lateral extent of the <br /> - hydrocarbon-impacted soil is depicted on Figure 2. The vertical distribution of impacted soil is <br /> depicted in Figure 3. Analytical data for the UST removal and site assessment are included in <br /> Appendix A. <br /> An estimated 32 cubic yards of TPH-d impacted soil remain at the site (Appendix B). However, <br /> apparently twenty feet of clean soil lies between the Iowest depth of detectable TPH-d impacted soil <br /> and the water level at the time of the sampling. Ground water has risen to a level that is still below <br /> the depth of TPH-d impacted soil. Approximately, 20 to 25 feet of non-hydrocarbon impacted soils <br /> remain above the estimated static ground water level at the site. <br /> 2.4. REGIONAL GEOLOGIC SETTING <br /> The site is located in the central portion of the Great Valley geomorphic province of California. The <br /> - valley is a nearly flat,elongate trough trending northwest and southeast for approximately 450 miles. <br /> The valley is enclosed by the granitic Sierra Nevada on the east and the sedimentary and <br /> — Advanced GeoEnvironmental,Inc. <br />
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