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FIELD DOCUMENTS
Environmental Health - Public
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EHD Program Facility Records by Street Name
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F
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FREMONT
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4343
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3500 - Local Oversight Program
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PR0545181
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Last modified
1/14/2020 2:55:30 PM
Creation date
1/14/2020 2:17:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545181
PE
3528
FACILITY_ID
FA0010425
FACILITY_NAME
Pacific Paper Tube
STREET_NUMBER
4343
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
4343 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> ji LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER: 2074-001.01 BORING NO.: MW-1 - <br /> PROJECT NAME: NESTLE PAGE: 1 of 5 <br /> BY: p. Galasso ' <br /> DATE: 11/15-18/94 SURFACE ELEVATION: ft. ; <br /> 1 <br /> co <br /> N � <br /> PENETRA-GROUND DEPTH w a <br /> RECOVERY PID J <br /> (1t/ft) (ppm) i° TION WATER IN E1 DESCRIPTION WELL <br /> :(blws/H1 LEVELS FEET m =o DETAIL r <br /> J <br /> ASPHALT, 2.5-+riches thick. <br /> FILL, sandy gravel, dark brown 00YR, 3/3); 5% <br /> medium-plasticity fines; 35% fine to coarse sand <br /> (f:rn:c = 3:2:0; 80% fine gravel, angular; damp; no <br /> product odor. <br /> CLAY (CL), very dark grayish brown (2.5Y, 3/2); <br /> 90% medium-plasticity fines; 10% fine gravel; <br /> damp; no product odor. <br /> 5 ' <br /> @e.0': dark grayish brown (2.5Y, 4/2); 85-90% <br /> medium-plasticity fines; 10-15% fine sand. <br /> CLAYEY SAND i(SC), brown 00YR, 5/3); 15% <br /> mediurn-plasticity fines; 85% fine to coarse sand <br /> (f:m:c = 2:1:1); clayey clumps; damp; no product <br /> odor. <br /> @8.0': light olive brown (2.5Y, 5/3). <br /> 1.2/1.5 360 19 to @10.C': olive (5Y, 5/3); 35% medium-plasticity <br /> fines; 65'% fine to medium sand (f;m = 2:1); orange <br /> mottling; medium: dense, damp; strong sweet odor. <br /> r <br /> ' <br /> 1.0/1.5 4.4 17 15 <br /> SILTY SANG (S`M), olive gray (5Y, 5/2); 30% <br /> low-plasticity fines; 70% very fine to fine sand; <br /> gray mottling; medium dense; damp; strong sweet <br /> odor. <br /> CLAYEY SAND (SC). described on next page. <br /> :r <br /> 20 <br /> REMARKS <br /> Boring drilled with 10-inch-diameter hollow-stem auger equipment. Boring sampled every five feet with a modified <br /> rte ■ �1 California split-spoon sampler, Boring completed as a 4-inch.diameter PVC monitoring well. Well construction <br /> information is presented in well Details and shown graphically on this log. See explanation sheet for definition of <br /> symbols in Well Detail and Samples columns on this log. <br /> EMCON <br /> ASSOCiAIFS 1 <br /> :f <br />
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