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ARCHIVED REPORTS_XR0011964
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0543467
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ARCHIVED REPORTS_XR0011964
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Last modified
5/5/2020 9:34:44 AM
Creation date
5/5/2020 8:57:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011964
RECORD_ID
PR0543467
PE
2960
FACILITY_ID
FA0024672
FACILITY_NAME
FORMER ATLANTIC RICHFIELD CO (ARCO) NO 6100
STREET_NUMBER
25775
Direction
S
STREET_NAME
PATTERSON PASS
City
TRACY
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
25775 S PATTERSON PASS
P_LOCATION
03
QC Status
Approved
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into the center of the drill core (2-inches in diameter) Each soil sample was lined with Teflon TM <br /> sheets, capped, and sealed Each sample was labeled, placed in a resealable plastic bag, and <br /> stored in an ice-chilled cooler Select soil samples were forwarded to a state certified analytical <br /> laboratory for cheaucal analysis Strict choAn-of-custody procedures were followed from the <br /> time the samples were collected until the time the samples were relinquished to the laboratory <br /> Additional soil from each sampled interval was placed and sealed in plastic bags to allow the <br /> accumulation of volatile organic compound (VOC) vapors within the airspace in the bags A <br /> portable photo-ionization detector (PID) was used to measure VOC concentrations from each <br /> sample in parts per million by volume (ppmv) PID results are included on the boring logs <br /> presented in Appendix A <br /> Well Installation <br /> Stratus retained Woodward Drilling Company of Rio Vista, California (C57 #710079) to drill <br /> and install wells MW-10 through MW-15 using a truck mounted drill ng equipped with hollow <br /> stem augers Geologic and analytical data obtained from borings B-39 through B-42 were used <br /> to guide the screening intervals and locations of the wells installed during this phase of <br /> investigation Since each well was installed in close proximity to previously logged bonngs <br /> B-39, B-40, and B-42, soil samples were not collected from the well borings Due to minimal <br /> petroleum hydrocarbon impact observed at boring B-41 (discussed in section 4 of this <br /> document), no additional wells were installed in the immediate vicinity of boring B-41 <br /> Each well was constructed using 4-inch diameter PVC well casing and 0 02-inch diameter <br /> . factory slotted well screen Wells MW-10 and MW-15 were screened from approximately 84 to <br /> 109 feet bgs, well MW-11 was screened from approximately 83 to 108 feet bgs, well MW-12 <br /> was screened from approximately 90 to 105 feet bgs, well MW-13 was screened from <br /> approximately 58 to 68 feet bgs, and well MW-14 was screened from approximately 50 to 70 <br /> feet bgs A filter pack of Lonestarm #3 sand was placed in the annular space around the well, <br /> from the bottom of the casing to approximately 2 to 3 feet above the top of the well screen <br /> Approximately 2 to 3 feet of bentonite was placed on top of the filter pack and hydrated with <br /> clean water to provide a transition seal for the well The remaining annular space around the <br /> well casing was backfilled with neat cement up to surface grade A 12-inch diameter traffic <br /> rated vault box was placed over the wells, and a watertight locking cap was placed on the top of <br /> the well casing <br /> Well Destruction <br /> Woodward Drilling Company destroyed wells VW-15 and MW-11 by overdrilling with 10-inch <br /> diameter hollow stern augers To avoid potential wandering of the hollow stem augers away <br /> from the original borehole used to construct the wells, a "casing chaser" drill bit was attached to <br /> the lead hollow stem auger Following overdrilling of the wells to total depth, the drill bit was <br /> removed and the boreholes were backfilled to surface grade with neat cement The vault boxes <br /> covering each well were removed and the surface was finished with concrete <br /> P\Bp-Ar o for URS161005Reports\a�6100-�sessimnt sc�upiate 6o Page 5 5 MA 7-115 <br />
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