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ARCHIVED REPORTS XR0001174
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ARCHIVED REPORTS XR0001174
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Last modified
3/4/2019 3:22:38 PM
Creation date
3/4/2019 1:39:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001174
RECORD_ID
PR0527799
PE
2960
FACILITY_ID
FA0018844
FACILITY_NAME
TRANSMISSION STORE
STREET_NUMBER
515
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707408
CURRENT_STATUS
01
SITE_LOCATION
515 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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Mr Don Rodgers Proposal P96-050 31 <br />• May 14, 1996 <br /> Page 4 <br /> hydrocarbons as diesel using USEPA Method 8015, chlorinated hydrocarbons (CLHC) <br /> using USEPA Method 8240, PCBs using USEPA Method 8080_ and cadmium, <br /> chromium, lead, nickel, and zinc using the Waste Extraction Test. In addition, soil <br /> samples collected at different stratigraphic units (EMCON is estimating 3 different units) <br /> will be analyzed for permeability, moisture, saturation, bulk density and total organic <br /> carbon Disposal of the drill cuttings are summarized in subtask 2B <br /> Subtask 2.13 - Installation of Monitoring Well <br /> EMCON will contract a licensed well driller to drill one exploratory bonne and install one <br /> groundwater monitoring well using 10-inch-diameter hollow stem auger dulling equipment <br /> (see Figure 2) The monitoring well will be installed upgradient from the former UST(s) <br /> The well will be used to evaluate groundwater conditions upgradient from the former <br /> UST(s) It is EMCON's opinion that ARCO Well MW-6 and wells located at the Chevron <br /> site should be used to evaluate the lateral definition of dissolved hydrocarbons beneath the <br /> site <br /> The boring will be drilled to approximately 55 feet bgs (15 feet below first encountered <br /> groundwater, static groundwater season low is approximately 40 feet bgs) However, if a <br /> 5-foot thick clay layer is encountered less than 15 feet below the groundwater surface, the <br /> drilling will be terminated within the clay Soil samples collected from the boring will be <br /> submitted to a state-certified laboratory and will be analyzed for TPHG. BTEX and MTBE <br /> using USEPA Method 8015 and 8020, respectively <br /> EMCON will observe the construction of one 4-inch diameter monitoring w ell in the boring <br /> The well will be constructed using 25 feet of 0 02 slotted screen <br /> All generated drill cuttings and excess soil samples will be stored on-site, and placed on <br /> and covered with visqueen Four soil samples will be collected from the soil cuttings and <br /> be composited a state-certified laboratory to determine the appropriate disposal method <br /> The composited soil sample will be analyzed for TPHG, BTEX, total lead, reactivity, <br /> corrosivity and ignitabilty The cost estimate for soil disposal is based on the soil being <br /> nonhazardous and disposing the soil at a Class III landfill <br /> EMCON will contract a licensed land surveyor to survey the top of casing of each well <br /> with respect to mean sea level <br /> Subtask 2.0 - Well Development <br /> Development of the new monitoring well(s) will consist of bailing, surging with a surge <br /> block, pumping, or a combination of these techniques Details of well development <br /> • techniques will be described in an appendix to the workplan <br /> SACK T96-650 31-9W= i <br />
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