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ARCHIVED REPORTS_WORK PLANS
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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W
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WALNUT GROVE
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8960
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2900 - Site Mitigation Program
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PR0506456
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ARCHIVED REPORTS_WORK PLANS
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Last modified
6/22/2020 8:10:10 AM
Creation date
6/22/2020 7:52:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
WORK PLANS
RECORD_ID
PR0506456
PE
2950
FACILITY_ID
FA0007437
FACILITY_NAME
M & K GAS STATION
STREET_NUMBER
8960
Direction
W
STREET_NAME
WALNUT GROVE
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115029
CURRENT_STATUS
02
SITE_LOCATION
8960 W WALNUT GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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FROM Ground Zero A a.l ysi sPHONE ND. 209 38 9883 Feb. 15 2000 04'54PM 04 <br /> C) <br /> Mr.Harlin Knoll <br /> February 1.5,2000 <br /> Page 3 of 4 <br /> the farmer USTs to the south, and west. Residual c ntamination in the soil appears to artcmWe <br /> rapidly, as no contamination was detected in any soil samphes collected from 15 feet bgs or below. <br /> An estimated 1,300 cubic yards of,soil between the depths of approximately 6 and 13 feet bgs has <br /> been impacted beneath the site. The estimated area of soil contamination is shown on Figure:l. <br /> 3.2 Groundwater Contamination <br /> Groundvvver beneath the affected soil has been it acted by petroleum hydrocarbons and the I <br /> oxygenated fuel additive MME. 'Me lateral extent.of shallow groundwater contamination beneath <br /> the site is largely defined to the north and the south,bu has not been fully defined to the west or the <br /> east. The estimated extent of dissolved petroleum iydrocarbon constituents in guundwatter is <br /> shown on Figure 4. <br /> i <br /> 4.0 AVE REPLAN <br /> i <br /> We propose using an excavator to remove residual sail contamination flrorn the approximate arm i <br /> depicted on Figure 3. Excavation will continue laterally until field evidence indicates that the <br /> majority of contaminated soil has been removed. Excavation will proceed"vertically to an estimated <br /> depth of.approximately 13 feet. i <br /> Soil excavation wilt be performed by Oil Equipment Service, a Division of Keith A_ Talllia, Inc_ <br /> Ground Zero anticipates that approximately 1,104 cubio yards of clean overburden sail will be <br /> removed prior to excavating contaminated soil. The clean soil will be nockpiled sedately from <br /> the contaminated soil and confirmation soil samples will be collected at a frequency of one 2:1 <br /> composite sample per 100 cubic yards of excavated goil. Docamented clean sail will be utilized as <br /> backfill. The anticipated stockpiling location is shown on Figure 5. <br /> I <br /> i <br /> Approximately 1,300 cubic yards of contaminated soil is expected to be removed. The <br /> contaminated soil will be temporarily stockpiled on s" a on 6-mil plastic sheeting and confirmation <br /> soil samples will be collected at a frequency of one :1 composite sample per 100 cubic yards of <br /> .excavated soil_ Contaminated sail will be aerated i nder a permit for uncontrolled soil aeration <br /> issued by the San Joaquin Valley Unified Air Polluti n Cord-rol District(APCD). The anticipated p <br /> area for sail aeration is shown on Figure 5. <br /> i <br /> Ground Zero anticipates collecting 12 ctionfirmation 1 samples from the sydewalls and floor of the <br /> excavation to document the removal of impacted soil_ In addition,one groundwater sample will be � <br /> collected from the excavation pit. Samples will be ans lyzed for benzene,toluene,ethylberizene, and <br /> xylenes (BTEX) using EPA method 8020, total pemileum Hydrocarbons as gasoline MHO) and <br /> diesel(TPI'lD)using EFA 13015 modified,and gasp iri oxygenate additives using EPA 8260. <br /> Upon completion of the excavation,Oil Equipment St trvice will line the bottom and the sides ofthe <br /> excavation with T'ypar filter fabric prior to bac Bing the excavation with crushed rock to <br /> -approximately one foot above the static groundwater level_ Another layer of fabric will be placed <br /> :on top of the crushed rock prior to placing and mechanically compacting; the remainder of the <br /> G:OatalGROUNDZEWANSER1hE—2Vntcdmwp.4w j <br />
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