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2900 - Site Mitigation Program
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PR0543467
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Last modified
5/4/2020 4:18:47 PM
Creation date
5/20/2019 9:20:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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EHD - Public
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Mr.Nuel Henderson,Jr. • October 15,2002 <br /> ARCO Station 6100 Project No.U 6100 <br /> Work Plan Page 3 <br /> 115 feet bgs. Results of laboratory analyses on soil samples collected from the boring indicate <br /> that petroleum hydrocarbons are predominantly present at depths between approximately 105 to <br /> 125 feet bgs. <br /> Liquid-phase hydrocarbons have been observed in monitoring well MW-1 since September <br /> 2000. A free-phase product skimmer was installed in the well to remove the product. The <br /> skimmer was removed from the well in January 2001, and product has been recovered by manual <br /> bailing on a weekly basis. Product thickness has ranged from 0.39 to 1.89 feet. Depth to water <br /> in well MW-1 has consistently been measured at approximately 106 feet bgs. <br /> Delta conducted an additional onsite site assessment in August and September 2001. Delta <br /> oversaw the advancement of six soil borings (B-33 through B-38) to depths ranging from <br /> approximately 135 to 140 feet bgs, and the installation of eight wells (MW-2 through MW-9). A <br /> report documenting the findings of the investigation was submitted on February 28, 2002. The <br /> report concluded that the petroleum hydrocarbon impact to soil decreased significantly below <br /> approximately 65 feet onsite, and that the vertical extent of petroleum hydrocarbon impact to soil <br /> was adequately assessed onsite. <br /> ARCO upgraded the product lines and product dispensers in January and February 2002. Lateral <br /> conveyance piping for future use in soil vapor extraction was connected to wells VW-1, VW-3, <br /> VW-4, VW-6, VW-7, VW-8, VW-11 through VW-14, VW-16, and MW-2 through MW-9 at the <br /> time of the site renovation. The conveyance piping was stubbed up at the northwest corner of the <br /> property to be manifolded for connection to an SVE system at a later date. <br /> RATIONALE <br /> Geologic Conditions <br /> An upper silty unit, underlain by a sandy zone, underlain in turn by a lower silty unit, comprises <br /> the lithology in the first 200 feet below the site. The upper silty zone contains strata of relatively <br /> transmissive, sandy sediments, approximately 3 to 5 feet thick, that appear to form tabular- <br /> shaped lenses of limited lateral extent. Minor amounts of gravel-sized clasts were observed in <br /> some of the sandy strata. <br /> The sandy zone comprises two laterally continuous sandy strata (Sand 1 above and Sand 2 <br /> below) with an intervening stratum of silt. Sands between approximately 80 and 90 feet bgs <br /> appear consistently cemented. The two sandy strata exhibit a fairly consistent lateral continuity, <br /> with an attitude of N17°E, dipping 5° from horizontal toward the east. It should be noted, <br /> however, that as observed in the overlying silty unit, a fair degree of heterogeneity exits within <br /> the subsurface, and it is likely there is some vertical connection between Sand 1 and Sand 2 <br /> through the intervening silt stratum. <br /> The lower silty zone consists predominantly of silt. Except for a 6-inch thick sand stratum in <br /> boring B-35 (at 111 feet bgs) and an 18-inch thick sand stratum in boring B-37 (at 117 feet bgs), <br /> sand was not encountered in the lower silty zone. The lower silty zone extends to at least 202 <br /> P:\Bp-Arco for URS\6100\Work Plans\6100 workplan-l.doc <br />
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