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3500 - Local Oversight Program
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PR0545209
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Last modified
1/27/2020 4:31:34 PM
Creation date
1/27/2020 4:27:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545209
PE
3528
FACILITY_ID
FA0003963
FACILITY_NAME
TRACY76
STREET_NUMBER
2420
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
Tracy
Zip
95377
APN
23802006
CURRENT_STATUS
02
SITE_LOCATION
2420 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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1 1 : 14M I FPOM AGE NC 201-1 D56 07CO r <br /> 25 October 1995 <br /> AGE-NC-95-0111 <br /> Page 2 of 6 <br /> northeast <br /> 3.0. PROPOSED SCOPE OF WORK <br /> To assess the lateral e)terA of hydrombon impacted soil and ground water at the site, the Sax-, <br /> 7oaquin County Public Health Services FrMronrnental Healtb Division (PHS I-M) has required <br /> further investigation. <br /> AGE proposes to drill one soil borings across the strut., Grantline Road, trona the site to continue <br /> awssmenat of the inT=e d soil and ground water. The bori%quill be drilled north of G rantline Road, <br /> in the City of Tracy right-of-way(upon approval by the City of Tracy). The boring will be completed <br /> as a two-inch diameter monitoring well. The proposed locations of the sail boring is illustrated in <br /> Figure 2, <br /> 4.0. PROCEDURES <br /> 4.1. INSTALLATION OF GROUND WATER MONTjI'ORING WELLS <br /> For the installation of ground wager monitoring wells, the following procerittres will be performed: <br /> 1) Notify the PHS/EHD at least 48 hours prior to commencement of any work. <br /> 2) Concrete cut the sidewalk(ifnecessaay)and drill one borings across the street from the site <br /> using a truck-mounted drill rig egWpped with oontinuous-flight, 8-inch diameter hollow-sterni <br /> augers. The furring will be dt iiled to a depth of approximately 15 &Vt. <br /> 3) Obtain sail samples at five-foot Wervals using a split-tube sampler loaded with three pre- <br /> cleaned brass Mecves <br /> 4) Preserve soil in the lead bms sleeve by cavering both ends with aluminum foil or Teflon <br /> sheets, capping, and sealing with tape. <br /> 5) Label and log soil sunples on a chain-of-�,-ustody form.. <br /> 6) Store the scruples under icae and transport the samples in a cliMed conminer to a State certified <br /> laboratory for analysis <br /> 7) Log soil sample duplicates in accordance with the Unified Soil Classification System. <br />
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