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2900 - Site Mitigation Program
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PR0506525
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Entry Properties
Last modified
10/24/2018 10:03:43 PM
Creation date
10/24/2018 2:11:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506525
PE
2960
FACILITY_ID
FA0007475
FACILITY_NAME
MCMULLIN DEHYDRATOR STATION
STREET_NUMBER
26250
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
25703010
CURRENT_STATUS
01
SITE_LOCATION
26250 S AIRPORT WAY
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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11,110/98 TILE 09:54 FAX 916 364 1889 <br />November 6, 1998 <br />Mr- Jeffery C. Wong <br />San Joaquin County Public Health Services <br />Environmental Health Division <br />304 East Weber Avenue <br />Stockton, CA 95202 <br />SECOR-SACRAMENTO fQ <br />0P <br />5E+ "IX <br />Internalional frtcorlruruteal <br />RE: Workplan, Collection of Progress Soil and Groundwater Samples <br />PG&E McMullin Gas Dehydrator Station <br />San Joaquin County, California <br />Dear Mr. Wong* <br />PG&E is performing an R&D soil and groundwater remediation project at PG&E's McMullin Gas <br />Dehydrator Station located about 5 miles south of Manteca on Airport Road (Figure 1). To date, this <br />remediation project has included the installation of eight groundwater monitoring wells (MW -1 through <br />MW -8), the injection about 3,000 lbs of Regensis® Oxygen Releasing Compound (ORC) in both the <br />vadose zone and below the water table <br />SECOR International Inc- (SECOR), on behalf of PG&E, presents this work plan for drilling up to 20 <br />soil borings and collecting soil and grab groundwater samples to monitor the progress of the ORC <br />remediation project over the next:L 9 months. <br />The proposed soil borings will be located adjacent to borings ORC-IB, ORC-3B and ORC-5B as shown <br />on Figure 2. Several soil borings and groundwater monitoring wells previously installed at the site are <br />also shown on Figure 2. The progress soil borings will be advanced and sampled to a depth of about 14 <br />feet using a Geoprobe rig. Discrete soil samples will be collected at a depths of 6 to 8 feet below grade <br />surface (bgs) and 12 to 14 feet bgs for chemical analytical testing- After each borehole has been <br />advanced to the total depth, ]-inch diameter PVC well screen and casing will be lowered into the <br />borehole to facilitate the collection of grab groundwater samples. Following the collection of soil and <br />groundwater samples, the well screen and casing will be removed and each borehole will be tremie <br />grouted with neat cement to grade. Detailed drilling and sampling procedures are included in <br />Attachment 2, Field Investigation Methods. <br />The soil and groundwater samples will be transported under chain -of -custody to a state of California <br />certified chemical analytical laboratory. Soil samples will be tested for total petroleum hydrocarbons as <br />gasoline (TPHg) and total extractable petroleum hydrocarbons as kerosene, diesel and motor oil (TPHk, <br />d, and ma) by modified EPA Method 8015, and benzene, toluene, ethylbenzene and xylenes (BTEX) by <br />EPA Method 8020. The groundwater samples will also be submitted for carbon dioxide by EPA method <br />4500- A description of the quality contrellgaality assurance procedures that will be followed during this <br />investigation is included in Attachment- <br />9912Hunnear Park DIVe. S1nfe 100, Sarramenlo, CA 958-17(916)364-1880f IO_164-11309 FAX uuntteeconcnrn <br />
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