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ARCHIVED REPORTS_XR0003257
Environmental Health - Public
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ARCHIVED REPORTS_XR0003257
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Last modified
2/11/2020 10:09:14 AM
Creation date
2/11/2020 8:43:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003257
RECORD_ID
PR0545289
PE
3528
FACILITY_ID
FA0003828
FACILITY_NAME
VAN BUSKIRK GOLF COURSE
STREET_NUMBER
1740
STREET_NAME
HOUSTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
APN
16307036
CURRENT_STATUS
02
SITE_LOCATION
1740 HOUSTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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City of Stockton A68101.02A <br /> July 21, 1995 Page 3 <br /> 2.0 WORK PLAN ADDENDUM <br /> The purpose of this work plan addendum is to outline a work scope to further assess the <br /> extent of PPC migration and to remove soil containing PPCs. This document represents <br /> an addendum to the original work plan (A68101.02) dated March 10, 1995. The proposed <br /> work scope to accomplish the additional assessment is outlined below. <br /> 2.1 Mitigation of Groundwater: To facilitate additional excavation, groundwater in the <br /> excavation should be removed and disposed of properly. The City of Stockton, Department <br /> of Municipal Utilities has issued a " Special Permit for Wastewater Discharge" for this <br /> project which authorizes the disposal of water from the excavation into the City's sanitary <br /> sewer system. This plan has been approved by the SJCPHS (telephone conversation <br /> between Ms. Margaret Lagorrio of SJCPHS and Mr. K. D. Jones of Twining on May 31, <br /> 1995). Therefore, before starting excavation, water will be pumped from the excavation <br /> (using a City-owned pump) into a portable tank for transport to a sanitary sewer discharge <br /> point. <br /> 2.2 Extent of Additional Excavation: The primary intent of the additional excavation is to <br /> remove soils between 11 and 14 feet BSG beneath the area of the existing excavation <br /> .(former diesel UST location). The lateral extent of the existing excavation will only be <br /> extended as necessary to attain the target depth. This additional excavation work is <br /> estimated to generate approximately 45 cubic yards of sail which will be added to the <br /> existing stockpile. Drawing 3 shows the extent of the proposed excavation. <br /> Boundary soil samples will be collected from the approximate center of each of the <br /> excavation walls and from the approximate center of the excavation's bottom and submitted <br /> for chemical analysis in the laboratory for PPCs using the methods described below in the <br /> Laboratory Testin paragraph. The depths of the boundary soil samples are anticipated to <br /> be approximately 12 feet BSG for the sidewall samples and 14 feet BSG for the bottom <br /> samples. Drawing 3 shows the proposed locations of the boundary soil samples. <br /> Results of the boundary soil sample analyses will be used in evaluating the extent of PPC <br /> migration in soil and confirming that target clean-up levels have been reached in the soil <br /> remaining in place. Based on the SJCPHS's requirements, (telephone conversation of July <br /> 6, 1994 between Mr. K. D. Jones of Twining by Mr. Steve Sasson of SJCPHS), target clean- <br /> up levels for the soil remaining in place are: <br /> • TPH-D concentrations less than 10 milligrams per kilogram (mg/kg). <br /> • TPH-G concentrations less than 1 mg/kg; and <br /> 0 BTEX concentrations less than 0.005 mg/kg <br />
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