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SITE INFORMATION AND CORRESPONDENCE_FILE 2
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0504943
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SITE INFORMATION AND CORRESPONDENCE_FILE 2
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Last modified
6/17/2020 4:01:50 PM
Creation date
6/17/2020 3:15:51 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
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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SAMPLING MONITORING WELL DMW--5 <br /> DRILLING METHOD <br /> CL a Hollow Stem Auger:8" <br /> a SAMPLING METHOD Drive Sample:SPlitspoon-Continuous Core <br /> � L, DATE COMPLETED 0514195 <br /> a o 4 ELEVATION (TOP OF CASING) ft.MSLD <br /> � 3 � <br /> ` 35 Cn � v [BROWN <br /> DESCRIPTION <br /> 35 <br /> CC 42136 <br /> 5.1 ------------ ------------------- ---- <br /> own SILTY SAND,v ry fine to medium grained sand, <br /> f5,5 nse, moist,poorly graded. Interbeded sand and silts, <br /> 40 DS 36 18112caceaus. <br /> -------------�-----------------•---- 0 � <br /> own SILT with sand very fine sand,medium stiff, o <br /> CC 14.7 42142ist. LT=O z <br /> SILTY CLAY, very stiff,moist,MC<PL,medium J J <br /> sticity, trace sand, trace white seams, trace olive o <br /> ey seams,blocky st ucture. <br /> 5.2 <br /> 45 DS 32 18112 5 <br /> CC 42/42 <br /> 2.8 Increase in sand and ilt content:silty clay with very <br /> 2.4 fine sand,very stiff,t ace greenish-grey seams. LT=2 <br /> 50 DS 39 18112 0 <br /> La <br /> CL <br /> ML Brown SANDY SILT to silt with sand,fine grained sand, w <br /> Qj CC 42 <br /> very stiff, moist, trace olive grey to greenish grey <br /> t seams,trace white seams, some weekly cemented _ <br /> CL zones. L _ <br /> 3.7 -- Color change to yellow sh red. m - <br /> 55 DS 36 18/16 $ _ <br /> CC 42142 SMBrown to yellowish red ILTY-SAND,very fine grained, <br /> 1 I dense,moist well grade I <br /> N .3C— <br /> Increase in sand to sai dy silt,-. ------------------------------------ LU- <br /> ML Brown CLAYEY SILT wd t sand,very stiff, moist,low �; - +- <br /> 60 D5 32 18/16 plasticity MC<PL,white seams,sample is wet. 0 C = Q <br /> CC 42/42 Increase in sand to sa dy silt. � _ z <br /> ___ _ - w <br /> _- <br /> SM Brown SILTY SAND very fine to fine grained,dense,wet, <br /> poorly graded,weakly c emen ted zones,blocky an <br /> cementation, micaceous - <br /> 65 CC 6o/g Decreases in silt conter t to sand with silt,fine to = <br /> medium sand,predomina tely, fine sand. 5 - <br /> - Increase in silt content: siltiy sand, very fine to tine - <br /> sand,weakly cemented - <br /> No more weak cementat on. _ <br /> 70 10 <br /> Y static Watef tOrel <br /> tst Water During Drilling <br /> MONITORING WELL BMW-5 <br /> Monitoring Report <br /> American Forrest Products Company <br /> �afi12S MOOre Stockton <br /> 15885-015-044. <br /> Page 2 of 3 <br />
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