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ARCHIVED REPORTS_XR0008140
Environmental Health - Public
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ARCHIVED REPORTS_XR0008140
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Last modified
6/18/2020 12:31:50 PM
Creation date
6/18/2020 12:11:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008140
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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DAMES & MOORE _PR0IFL��I0N-NL LIk11TEP PARTN}R•Hif <br /> �- 221 MAIN STREET SUITE 600,SAN FRANCISCO CALIFORNIA 94105 1917 (41-)1 „+ I- <br /> February 17, 1989 <br /> Job No. 15884-009-43 <br /> San Joaquin Local Health District <br /> 1601 East Hazelton Avenue <br /> Stockton, California 95205 <br /> Attn: Ms. Diane M. Hinson <br /> Ref: Letter Report <br /> Groundwater Monitoring <br /> American Moulding and <br /> Millwork <br /> 2800 West Lane <br /> Stockton, California <br /> Dear Ms . Hinson: <br /> INTRODUCTION <br /> This letter report presents the results of the most recent <br /> groundwater sampling activities performed by Dames & Moore at the <br /> American Moulding and Millwork facility in Stockton, California. <br /> Dames & Moore performed this groundwater sampling and analysis on <br /> behalf of American Forest Products Company (AFDC) , the former owner <br /> and operator of the facility. The groundwater sampling and <br /> analysis was performed in accordance with the Work Plan for <br /> Additional Groundwater Investigation dated November 18 , 1988 and <br /> the Revision to the Work Plan dated January 23 , 1989 previously <br /> submitted to and approved by San Joaquin Local Health District. <br /> FIELD SAMPLING <br /> Dames & Moore performed the groundwater sampling on January <br /> 31, 1989. The Work Plan called for sampling and analysis of the <br /> three existing monitoring wells (MW-1 , MW-2, and MW-3 ) and one <br /> inactive on-site production well. The locations of the three <br /> monitoring wells is shown of Figure 1 and the location of the <br /> production well is shown of Figure 2. <br /> Monitoring wells MW-1 (total depth 48 ft. ) and MW-3 (total <br /> depth 51 feet) were both dry and groundwater samples could not be <br /> obtained. Monitoring well MW-2 (total depth 51 ft) contained <br /> approximately 2 feet of water. Prior to sampling of MW-2 , 3 . 5 <br /> gallons of water was evacuated from the well using a dedicated <br /> polyethylene bailer. Following recovery of the water level , a <br /> I-rli e-u.+RLOA 1 `t <br />
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