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2900 - Site Mitigation Program
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PR0529753
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Last modified
5/28/2020 4:26:27 PM
Creation date
5/28/2020 4:25:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0529753
PE
2950
FACILITY_ID
FA0019638
FACILITY_NAME
PADILLA PROPERTY
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
952429509
APN
05515026
CURRENT_STATUS
01
SITE_LOCATION
14749 N THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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07 May 2009 <br /> AGE-NC Project No. 09-1688 <br /> Page 2 of 3 <br /> In response to the suspected presence of contamination,AGE collected two shallow subsurface soil <br /> samples from the area in April 2009 by uncovering the area of the former outfall pipe by hand and <br /> packing soil into stainless steel sleeves. Samples S-1 and S-2 were collected on the property of the <br /> site, immediately north of the drainage ditch in the area of suspected discharge. Samples were <br /> submitted to a laboratory and analyzed for total recoverable petroleum hydrocarbons (TRPH), in <br /> accordance with EPA Method 418.1,and total petroleum hydrocarbons(carbon-chain analysis)using <br /> the LUFT method. TRPH were reported in samples S-1 and S-2 at concentrations of 75 milligrams <br /> per kilogram (mg/kg) and 590 mg/kg, respectively. Total petroleum hydrocarbons quantified as <br /> motor oil (TPH-mo)were reported in samples S-1 and S-2 at concentrations of 72 mg/kg and 310 <br /> mg/kg, respectively. <br /> SCOPE OF WORK <br /> AGE will advance three soil borings at the site—immediately north west, immediately southwest, <br /> and immediately southeast of the discharge area —to investigate the potential for significant impact <br /> related to the possible spill or dumping of oil and oil-related constituents from the discharge pipe <br /> area. The proposed probe boring locations are illustrated on Figure 2; however probe boring <br /> locations may be modified due to field observations and conditions and/or additional probe borings <br /> maybe advanced based on findings and field observations. <br /> Probe borings will be advanced using a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 1.25-inch probing rods.The Geoprobe advances soil probe borings using a hydraulic <br /> hammer to drive soil sampling tools to specified depths. Continuous soil samples will be collected <br /> from each boring beginning at a depth of 2.5 feet bsg and extending the total depths of the borings <br /> (10 feet below surface grade). Continuous soil samples will be collected utilizing a macro-core <br /> sampling assembly loaded with 4-foot acetate liners. <br /> After visual evaluation,selected soil samples will be cut from the acetate liners while retaining the <br /> plastic covering of the soil sample. Collected soil samples will be preserved by covering both ends <br /> of the cut plastic liner with Teflon sheets, capping and sealing with tape. Each preserved sample <br /> sleeve will be labeled with soil boring location, depth,time, date and sampler's initials then stored <br /> in a chilled container under ice. Selected soil samples will be analyzed by a California Department <br /> of Public Health-certified laboratory for TPH-mo utilizing the LUFT method(EPA 8015m). <br /> Soil samples will be field-screened for the presence of long-chain hydrocarbons using a flame- <br /> ionization detector(FID). Laboratory reports for soil analyses, testing methods, laboratory quality <br /> assurance/quality control (QA/QC) reports, and sample chain of custody documentation will be <br /> presented in a report with findings and recommendations. <br /> Advanced GeoEnvironmental,Inc. <br />
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