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2900 - Site Mitigation Program
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PR0537902
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Last modified
5/27/2021 3:44:48 PM
Creation date
5/27/2021 3:30:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0537902
PE
2953
FACILITY_ID
FA0021870
FACILITY_NAME
WILSON WAY PROPERTY
STREET_NUMBER
4001
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13202008
CURRENT_STATUS
01
SITE_LOCATION
4001 N WILSON WAY
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Project No. 014-13157 <br />Page No. 7 <br />SOIL/DEBRIS MOUNDS <br />Sixteen samples will be collected throughout the area of the soil/debris mounds to various depths <br />within the mounds. One soil sample will be collected from each location. <br />The soil samples from each location will be combined at the laboratory into four (4) four-part <br />composite samples. <br />Given the unknown uses of the subject site over the course of time along with the potential <br />that the soil piles may include soils imported from unknown off-site or on-site sources, the <br />four (4) composite soil samples from this area will be analyzed for TPH-cc, VOCs, OCPs, <br />CH, formaldehyde, and CAM 17 Metals. <br />NORTHWESTERN AREA IN THE VICINITY OF THE STOCKTON 99 SPEEDWAY <br />Five (5) borings will be advanced throughout the northwestern portion of the subject site in the <br />vicinity of the Stockton 99 Speedway to a depth of approximately 0.5 to one (1) foot bgs and soil <br />samples will be collected from each boring. <br />The soil samples from each boring will be combined at the laboratory into one (1) five-part <br />composite sample. <br />Based upon the investigative data from the northern adjacent Stockton 99 Speedway, the <br />composite soil sample from this area will be analyzed for OCPs and CAM 17 Metals. <br />POTENTIAL DRY WELL OR SUMP ASSOCIATED WITH ON-SITE STORM WATER DRAINS <br />An attempt will be made to remove the steel plate identified as covering the unknown subsurface <br />feature. Regardless of the outcome of investigation of the steel plate, one (1) soil boring will be <br />advanced adjacent to the steel plate to a depth of approximately 30 feet bgs. Soil samples will be <br />collected from depths of 5, 10, 15, 20, 25, and 30 feet bgs from the boring. <br />The soil sample indicating the highest potential for contamination during field screening will be <br />submitted to the laboratory for analysis. If no soil sample from the boring indicates the potential <br />for contamination, a sample collected from 15 to 30 feet bgs, depending upon field observations, <br />will be submitted for analysis. The remaining samples will be kept on-hold at the laboratory <br />pending analysis of the submitted sample. <br />Given the unknown uses of the subject site over the course of time, one (1) soil sample from this <br />location will be analyzed for TPH-cc, VOCs, OCPs, CH, formaldehyde, and CAM 17 Metals. <br />WOOD AND SHEET METAL DEBRIS PILES <br />Provided the debris piles reported to have been moved are no longer present, the ground surface <br />will be examined for evidence of staining or releases of hazardous materials. <br />Eight (8) shallow soil samples will be collected from a depth of approximately six (6) inches bgs <br />for screening purposes. The soil samples will be combined at the laboratory into two (2) four-part <br />composite samples. <br />Given the unknown nature of potential stained areas beneath the debris pile, the two (2) <br />composite soil samples will be analyzed for TPH-cc, VOCs, OCPs, CH, pH, formaldehyde, and <br />CAM 17 Metals. <br />KRAZAN & ASSOCIATES, INC. <br />With Offices Serving the Western United States <br />014-13157-Wilson Property Worlcplan FINAL
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