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WORK PLANS FILE 1
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3500 - Local Oversight Program
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PR0544638
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WORK PLANS FILE 1
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Last modified
7/9/2019 1:41:57 PM
Creation date
7/9/2019 1:31:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0544638
PE
3528
FACILITY_ID
FA0004027
FACILITY_NAME
HENDRIX FORK LIFT INC
STREET_NUMBER
103
Direction
N
STREET_NAME
E
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15318001
CURRENT_STATUS
02
SITE_LOCATION
103 N E ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Mr. Harlin Knoll, SJCEHD lune 18, 2007 <br /> Well Installation Work Plan <br /> A.Teichert and Sons Property, Stockton,CA <br /> Page 4 <br /> although the thickness of the strata appears to decrease with depth. The stratigraphic <br /> interpretation presented in Figures 3, 4, and 5 do not suggest sandy strata are acting as <br /> preferential pathways for vertical migration of dissolved hydrocarbons. <br /> Depth to groundwater beneath the site has been measured at depths ranging from <br /> approximately 37 feet bgs (1987) to 81 feet bgs (1992). Based on discussions with <br /> SJCEHD personnel, depth to groundwater in the site vicinity may have been as low as <br /> approximately 105 feet bgs in 1979. Groundwater was measured at approximately 44 <br /> feet bgs at the time of the first quarter 2007 well monitoring event. Prior to 2000, when <br /> the majority of the site monitoring wells were destroyed, the groundwater flow direction <br /> was variable, but predominately towards the east, southeast, and northeast, at low <br /> gradients. A rose diagram summarizing historical groundwater flow directions calculated <br /> during historical monitoring events is included on Figure 2. <br /> Extent of Petroleum Hydrocarbon Impact to Soil <br /> As described in the Remedial Actions section below, extensive efforts were undertaken <br /> by Teichert to excavate and remove petroleum hydrocarbon impacted soil from the site, <br /> including an excavation to the water table interface (38 feet bgs at the time of excavation <br /> in 1987). When the water table dropped in the early to mid 1990's, SVE was utilized to <br /> remove additional hydrocarbon mass. <br /> Limited soil analytical data is available following the SVE remedial actions. Four soil <br /> samples were collected during the advancement of boring B-17 in September 1999. <br /> Gasoline range organics (GRO) were reported in samples collected from 40 feet bgs <br /> (7.4 milligrams per kilogram [mg/Kg]), 49 feet bgs (9.4 mg/Kg), 85 feet bgs (2.1 mg/Kg), <br /> and 95 feet bgs (1.0 mg/Kg). Benzene and methyl tertiary butyl ether (MTBE) were not <br /> detected in the boring B-17 soil samples. The extensive excavation, lack of hydrocarbons <br /> in SVE influent samples, and very low concentrations reported in samples from boring <br /> B-17, suggest residual hydrocarbons have been effectively removed from the vadose <br /> zone. <br /> Extent of Petroleum Hydrocarbon Impact to Groundwater <br /> At the time of the third quarter 2006 groundwater sampling event (September 13, 2006), <br /> GRO was reported in wells MW-13 (2,000 micrograms per liter [pg/L]) and MW-14 <br /> (170 pg/L), and 1,2-DCA was reported in wells MW-14 (5.7 l.tg/L) and AS-1 (13 pg/L). <br /> Benzene or MTBE were not reported in any of the wells. GRO, benzene, and MTBE <br /> concentrations in all three wells show a decreasing trend. The 1,2-DCA concentrations in <br /> well MW-14 also indicate a decreasing trend, but the 1,2-DCA concentration in well AS-1 <br /> does not appear to be decreasing. <br /> KATcichertl.Stockton-1031Work Planslteichert-well install work plan 06-2007.doc r✓-7Rf17U5 <br />
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