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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/17/2020 1:25:11 PM
Creation date
6/17/2020 11:32:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009016
PE
2959
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
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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DAMES & MOORE A PROFESSIONAL LIN ITED PARTNERSHIP <br /> •t'1,CP�.[P11P R' ' 4105-1917 (11 <br /> ' February 17, 1989 <br /> ' Job No. 15884-009-43 <br /> t 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 (AFPC) , 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 /> ' OFFICES WORLDWIDE <br />
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