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2900 - Site Mitigation Program
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PR0526000
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Entry Properties
Last modified
4/22/2026 10:47:28 AM
Creation date
2/6/2020 8:49:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526000
PE
2965 - RWQCB LEAD AGENCY WASTE DISCHARGE SITE
FACILITY_ID
FA0017598
FACILITY_NAME
LANGE TWINS WINE ESTATE
STREET_NUMBER
1525
Direction
E
STREET_NAME
JAHANT
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00315008
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
1525 E JAHANT RD ACAMPO 95220
Tags
EHD - Public
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IRPage 9 NVIR Page 10 <br /> ENV March 24,2020 March 24,2020 <br /> ASSESSMENT, PC Project Number 2020-03-011 ASSESSMENT, PC Project Number 2020-03-011 <br /> well will be advanced to a depth of75 feet BGS.Relatively undisturbed soil samples will be col- <br /> The proposed investigation will include two boreholes located within the New Land Application lected from the soil boring at 5-foot intervals,beginning at 5 feet BGS, using a modified split- <br /> Area See the Illustration Below for the General Locations of the proposed Monitoring Wells. spoon sampler fitted with 2-inch diameter,6-inch long brass sleeves. <br /> Monitoring Well MW4—Located near in the northeastern potion of the property <br /> Monitoring Well MW-5—Located in the southern central portion of the land application area Upon removal from the sampler,the sample sleeves will he separated with a kmife.The exposed <br /> ends of the second sleeve will be covered with Teflon sheets,capped,and sealed with tape. Soils <br /> see — • sampled in the borings will be visually classified by an Erwin Assess field geologist in accord- <br /> Bj ♦ — ante with the Unified Soil Classification System(USCS). <br /> Following sample collection,=to soil samples are anticipated to be preserved for additional la- <br /> boratory analysis. The sail cuttings brought to the surface will be examined and spread onto the <br /> A <br /> ground surface at completion of the drilling. Groundwater is anticipated to be approximately 60 <br /> fat BGS. An illustration of the proposed monitoring well design is as follows: <br /> 'I emas� <br /> g. <br /> -.r <br /> PROPOSED LLA MONITORING WELD <br /> 2030-largetwins <br /> Drilling Method <br /> Utilizing a truck-mounted(or equivalent),equipped with hollow-stem drill rig equipped with 8.25- <br /> inch diameter hollow-stem augers,the proposed pilot soil boring for the ground water monitoring <br /> ENVIROASSESS ..PC ENVRONM1SNfAl WGWE6a0JG.GEOLCGY SNVatOASSFSSMENf.M ENVIRONMENTAL 6NGPRFRPIG GE0LWY <br /> Cc"POWs 1154.801WERS FFRRY.ma3S05 PHONE( W)t42-7311 FAX(rMM-N93 CORP:PoaO%1159,a0NNSRSFSRRY,m6J805 FH0Na(844174b1311 FAx(iP7)6 -M93 <br />
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