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2900 - Site Mitigation Program
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PR0009016
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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
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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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�. KLEINFELDER & ASSOCIATED_ <br /> 4 WELL INSTALLATION AND SAMPLING <br /> i <br /> After the soil boring program is complete, three monitoring wells will be <br /> installed to locate the depth of the water table, the direction of ground <br /> water flow and the quality of ground water beneath <br /> approximate location of these wells is shown on Plate 8, he site. The <br /> !I <br /> The following procedures, as outlined by DOHS, shall be followed: <br /> (1) While drilling, Kleinfelder will retain soil samples collected at <br /> 5 foot intervals and/or lithologic changes. Select samples will <br /> be submitted for chemical analysis by EPA Method 8015 <br /> i <br /> (modified) . The continuous core sections will be s reened by the <br /> PID and FID to assess whether contamination is indicated. <br /> (2) Sieve analysis will be performed on samples of aquifer material, <br /> and the selection of filter packs and casing slots 4ill be based <br /> on the results of gradation analyses. <br /> (3) Four—inch diameter, 10 foot length stainless steel screens will <br /> be installed, with 4—inch diameter PVC risers to the surface. <br /> The cap at the bottom of each well shall be stainless steel. <br /> (4) A 3 foot bentonite plug will be placed (using 1/4—in:h bentonite <br /> pellets) above the filter pack, and sufficient w ter will be <br /> added to ensure that proper swelling of the bentonite is <br /> achieved. <br /> (5) The tops of well casings will be tied to a local benchmark, and <br /> water level data from each well will be used to estimate the <br /> local ground water gradient. <br /> 38-87-33 <br /> 12 <br />
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