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2900 - Site Mitigation Program
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PR0515321
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Last modified
2/27/2020 2:21:04 PM
Creation date
2/27/2020 2:14:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0515321
PE
2950
FACILITY_ID
FA0012090
FACILITY_NAME
FORMER DELTA PAPER CO
STREET_NUMBER
401
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
14703003
CURRENT_STATUS
01
SITE_LOCATION
401 S LINCOLN AVE
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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21 July 1999 <br /> AGE-NC Project No. 99-0611 <br /> Page 2 of 4 <br /> 2.2. SOIL SAMPLE COLLECTION AND ANALYSIS <br /> AGE proposes to advance up to 4 soil probe borings at selected areas of potential environmental <br /> concern. The proposed soil probe boring locations are shown on Figure 2. One probe boring will be <br /> advanced adjacent to the secondary enclosure for a large crushing machine. Two soil probe borings <br /> will be advanced adjacent to two former fuel tanks, and one soil probe boring will be advanced in <br /> an area of disturbed concrete. Cause or purpose for the disturbed concrete is unknown, but the <br /> concern is for the former presence of an underground storage tank (UST) or sump. <br /> The three soil probe borings advanced adjacent to the enclosed crusher, the disturbed concrete and <br /> the western former fuel tank will be advanced to a depth of 15 feet below surface grade (bsg). The <br /> eastern former fuel tank is now covered by the northwest corner of the building on the property, so <br /> AGE plans to advance a soil probe boring at a 20' angle under the building to a depth of 20 feet bsg. <br /> Soil samples will be collected from each probe boring at five-foot intervals from ground surface to <br /> the total depth of the boring. Soil samples will be selected for laboratory analysis based on field <br /> observations of hydrocarbon staining and odor, as well as screening using an organic vapor meter <br /> (OVM). Field procedures for advancement of probe borings and collection of soil samples are <br /> presented in Sections 3.1 and Section 3.2, respectively. <br /> Selected soil samples will be analyzed by a California Department of Health Services (DHS)- <br /> certified laboratory for the following constituents: <br /> • Total petroleum hydrocarbons (TPH-all) by EPA Method 8015 Modified/5030; and <br /> • Chlorinated hydrocarbons by EPA Method 8010. <br /> Each of the selected soil samples will be analyzed for TPH-all. Additionally, one soil sample <br /> collected form the area of the disturbed concrete will be analyzed for the chlorinated hydrocarbons. <br /> Laboratory reports for soil analyses, testing methods, laboratory quality assurance/quality control <br /> (QA/QC) reports, and sample chain of custody documentation will be presented in a report with <br /> findings and recommendations. <br /> 2.3. REPORT PREPARATION <br /> Upon completion of field work and receipt of final laboratory analysis, a report will be prepared <br /> presenting the findings of the investigation. The report will include a description of the work <br /> performed and results of the sampling and analysis. Conclusions and applicable recommendations <br /> Advanced GeoEnvironmental,Inc. <br />
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