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SITE HISTORY
Environmental Health - Public
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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4520
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2900 - Site Mitigation Program
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PR0001611
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SITE HISTORY
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Entry Properties
Last modified
11/19/2024 1:57:03 PM
Creation date
3/30/2020 11:09:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0001611
PE
2950
FACILITY_ID
FA0004071
FACILITY_NAME
YELLOW FREIGHT SYSTEM INC
STREET_NUMBER
4520
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95205
APN
17920034
CURRENT_STATUS
01
SITE_LOCATION
4520 S HWY 99
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Project Name:YFS-Stocktc,� Protect No.4E04055W <br /> Woodward-Clyde Consultant*-' <br /> Well Number and Location: 45-degree angle boring to assess below truck scale Elev.and Datum: <br /> Drilling Agency:Spectrum Exploration Driller.Doug Shearer Date Started: 11/22/94 <br /> Date Completed: 11/23/94 <br /> Drilling Equipment: CME-75 Total Depth: 54 feet vertical <br /> Drilling Method: Hollow Stem Auger Drill bit: 8-inch O.D. Sampler 2-inch split soon <br /> Water First Compl. 24 HRS. <br /> Size and Type of Casing: Level: NA <br /> Type of Perforation: From: ft To: ft No.of Dist. Undist. <br /> Size and Type of Pack: From: It To: Samples 17 <br /> Seal: Bentonite Pellets ft Logged by: Checked by: <br /> Grout Cement with 5%bentonite From: 0 ft To: 54 ft B.Loskutoff J.Kamine <br /> LITHOLOGIC DESCRIPTION "T"°L°° `c°Nori TRuc'nON" 3 <br /> � � REMARKS <br /> 0-10'-concrete conc Drill to 5 feet to <br /> begin sampling <br /> ® 10'-CLAYEY SANDY GRAVEL,aggregate base,gray, GP <br /> moist,loose,30%coarse grained sand, 100%clay No blow counts <br /> 2 o due to angle of <br /> ® 2 CLAYEY SILT,yellowish-brown,moist,firm,40%clay MH 9 <br /> drill mast <br /> 3 <br /> All depths are <br /> 4 angular depth <br /> 5 5 to 6.5'at 1515 <br /> 5'-SILTY CLAY,very dark brown,moist,stiff CL HNu=0 <br /> 6 <br /> 1 TSB-9-1 <br /> 7 <br /> 8 <br /> 9 <br /> 10 10 to 11.5'at 1530 <br /> HNu=0 <br /> 11 0 10.5'SILTY CLAY,light yellowish brown,dry,stiff CL <br /> 2 TSB-9-2 <br /> 12 <br /> 13 <br /> 14 <br /> 15 15 to 16.5'at 1540 <br /> same HNu=0 <br /> 16 <br /> 3 TSB-9-3 <br /> 17 <br /> 18 <br /> Page 1 of 4 <br /> Field Log of Boring TSB-9 <br />
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