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ARCHIVED REPORTS_XR0008225
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PR0504943
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ARCHIVED REPORTS_XR0008225
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Last modified
6/18/2020 12:53:33 PM
Creation date
6/18/2020 12:22:33 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008225
RECORD_ID
PR0504943
PE
2951
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
02
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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CLOSURE REQUEST REPORT Section No 4 0 <br /> Former Amencan Forest Products Company 07/31/01 <br /> 2801 West Lane Page 4-1 <br /> Stockton,California <br /> 16 <br /> 4.0 RWQCB APPENDIX B CHECKLIST <br /> Section 4 0 presents the completed closure request checklist from the Tri-Regional Board Staff <br /> Recommendations for Preliminary Investigation and Evaluation of Underground Tank Sites Appendix B <br /> This section is organized into sixteen subsections presented in the same order as the sixteen items in the <br /> request, the request item is in bold type and a response is provided below the item <br /> 1. Distance to production wells for municipal, domestic, agriculture, industry and other uses <br /> within 2,000 feet of the site. <br /> One do stir water-supply well was identified within a 2,000-foot radius of the site, as discussed in <br /> rnearest <br /> 2 2 and summarized in Appendix A The well is located upgradient of the site, to the south The <br /> reported drinking water well downgradient of the site appears to be located approximately 3,500 <br /> the north, and is screened in the deeper, semi-confined aquifer <br /> Sri 2. Site maps, to scale,of area impacted showing locations of former and existing tank systems, <br /> 7 excavation contours and sample locations, borings and monitoring wells, groundwater <br /> gradients,and nearby surface waters, buildings,streets,and subsurface utilities. <br /> &aps <br /> have been produced for this site as part of the initial site investigations and on-going groundwater <br /> smonitoring Applicable figures are included in this report, with the exception of subsurface utility maps <br /> 3. Figures depicting hthology (cross-sections),treatment system diagrams. <br /> Geological cross-sections were constructed based on the results of soil borings, and are presented in <br /> Figures 5 and 6 A treatment system is not installed at the site <br /> 4. Stockpiled soil remaining on-site or off-site disposal. <br /> Approximately 2,050 cubic yards of soil was removed and transferred to an on-site biotreatment cell in <br /> 1990 The soil was treated according to the remediation work plan until concentrations declined enough <br /> to meet the requirements for off-site disposal in a Class II landfill Soil cuttings from monitoring well <br /> installation, soil boring, and exploratory boring activities were contained in drums, transported under <br /> manifest, and disposed <br /> 5. Mom tormg wells remaining on-site,fate. <br /> Seven monitoring wells exist at the site If "No Further Action" is required at the site, all seven <br /> monitoring wells will be destroyed in compliance with state and county regulations <br /> b. Tabulated data of all groundwater elevations and depth to water. <br /> Tabulated groundwater elevations and depth to water for the site are presented in Table 2 This table <br /> includes data collected from August 1990 to March 2001 <br /> I <br /> 7. Tabulated results of all sampling and analyses, including detection limits for confirmation <br /> sampling and lead analyses. <br /> K 1840191afp1afp_c1osure_rpt doc <br />
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