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2900 - Site Mitigation Program
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PR0504877
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/17/2020 3:58:19 PM
Creation date
6/17/2020 2:16:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0504877
PE
2953
FACILITY_ID
FA0006379
FACILITY_NAME
WATERFRONT WAREHOUSE
STREET_NUMBER
445
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
13726012
CURRENT_STATUS
02
SITE_LOCATION
445 W WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Boring & Well Constructio '.og Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> 445 W. WEBER AVE., STOCKTON, CA. BoringlWell Name KB-3 <br /> DRILLING COMPANY DRILLER <br /> PRECISION SAMPLING, INC S. ONORATO Project Name STOCKTON SAVINGS <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> PERCUSSION HAMMER 2-INCH O.D. Project Number 950073.00 <br /> ISOLATION CASING FROM TO FT. <br /> NONE ____ ______ ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. <br /> N.M. 6.0 ft. b s <br /> NONE ___-_ DATE STARTED 95 DATE COMPLETEDi 111G19S <br /> PERFORATED CASING FROM TO FT. <br /> NONE - STATIC WATER ELEVATION <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. <br /> Lot NONE ------ __-- LOGGED BY <br /> SEAL FROM To Fr. K. ALEXANDER <br /> NONE SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO CONTINUOUS CORE 0 SURFACE HOUSING <br /> CEMENT/BENTONITE 1 0.0 6.0 1 0 STAND PIPE FT. <br /> SAMPLES D'e WELL CONSTRUCTION <br /> Type .cove R.qtr' o�u U5og itholop Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> k Nc. IF..0 Ble.wro <br /> ASPHALT <br /> BASE ROCK <br /> i OYR (FIW: DARK GRAY,FINE TO <br /> Lo CL COARSE <br /> 1-1148 INCHES, FEW BRICK SUB <br /> DRAVEL TO <br /> FRAGMENTS, <br /> NO ODOR MODERATE PLASTICITY,STIFF, DAMP. <br /> 1 1.8 PID = Bppm <br /> GRAVF1 I v IFAN Ci AY(FI L i : DARK GRAY, <br /> GROUT CL 14% 8 SUBANGULAR GRAVEL TO 1 INCH, FEW FINE TO <br /> COARSE SAND, FEW WOOD FRAGMENTS, LITTLE <br /> ASPHALT AND BRICK FRAGMENTS, LOW <br /> PLASTICITY,VERY STIFF, DAMP. <br /> L.a NO ODOR <br /> 2 1.8 5 PID = 1ppm 10YR AT 5 FEET: VERY DARK GRAY, NONPLASTIC <br /> SAMPLE KB3-5 <br /> (5-5.5ft bps) 311 <br /> 4 <br /> REFUSAL AT 6 FEET DUE TO CONCRETE AND <br /> BRICK <br /> k.t <br /> MOTES <br /> 1. THE INITIAL FOOT WAS HAND AUGERED. <br /> .La 2. SOIL SAMPLES COLLECTED CONTINUOUSLY <br /> FROM 1-FOOT bg9 TO TOTAL DEPTH. <br /> 3. VERTICAL SCALE IS 1-INCH = 2.5 FEET. <br /> 4. SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM <br /> Lr METHOD D-248$-93). <br /> S. COLOR DESIGNATION IN ACCORDANCE WITH <br /> THE MUNSELL SOIL COLOR CHARTS 11994). <br /> 6. bgs = BELOW GROUND SURFACE. <br /> 4 <br /> 7. N.M. = NOT MEASURED. <br /> I.0 <br /> ieti <br /> V <br /> i.a <br /> F-40.1 <br /> 16-B7)13-881(B-90) <br /> SHEET OF 1 <br /> Lo <br />
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