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ARCHIVED REPORTS XR0001102
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0001102
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Last modified
3/6/2019 3:51:13 PM
Creation date
3/6/2019 2:02:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001102
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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"' <br /> 03 August 1999 <br /> S AGE-NC Project No 95-0121 <br /> Page 5 of 7 <br /> findings and recommendations <br /> 34 SIX MONTH OXYGEN RELEASE COMPOUND PILOT TEST <br /> AGE proposes to infect ORC Into the subsurface utilizing nine soil probe borings spaced equidistant <br /> from at least one ground water monitoring source area The bonngs will be located directly in the <br /> adsorbed petroleum hydrocarbon-impacted saturated soil plume at the site General lithology beneath <br /> the site is depicted in cross sectional view on Figure 3, the estimated extent of petroleum <br /> hydrocarbon-Impacted soil is depicted in cross sectional view A -A'in Figure 4 Proposed infection <br /> soil boring locations are Illustrated in Figure 2 _ <br /> Based on soil contamination encountered beneath the former area, AGE proposes advancement of <br /> probe borings in the following locations <br /> • Approximately 5 to 15 feet east of EW-1, <br /> • Approximately 5 to 15 feet east-northeast of EW-1, <br /> . • Approximately 5 to 15 feet north-northeast of EW-1, <br /> • Approximately 5 to 15 feet north-northwest of EW-1, <br /> Approximately 5 to 15 feet west-northwest of EW-1, <br /> • Approximately 5 to 15 feet west of EW-1, <br /> • Approximately 5 to 15 feet west-southwest of EW4, <br /> • Approximately 5 to 15 feet south of EW-1, and <br /> • Approximately 5 15 feet southeast of EW-1 <br /> Initially, each probe boring will be advanced to 40 feet bsg However, total depths of probe borings <br /> will be based on field observations and field screening using an orgaruc vapor monitor(OVM) Field <br /> procedures for advancement of borings and collection of soil samples are presented in Section 4 3 <br /> 35 PREPARATION OF FEASIBILITY/REMEDIAL INVESTIGATION REPORT <br /> Upon completion of all three pilot studies,a feasibilityhemedial investigation report will be prepared <br /> presenting the findings of each pilot study The report will discuss feasibility and cost effectiveness <br /> of remedial alternatives Conclusions and applicable recommendations will be Included in the report <br /> • The report will be in' a format acceptable to the PHS-EHD and the RWQCB, and will be reviewed <br /> and signed by a California Registered Geologist <br /> Advanced GeoEnN ironmental,Inc <br />
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