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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-Stockt,,r,. Project No.4EO4055W <br /> Woodward-Clyde Consuttanti.• <br /> Well Number and Location: South of Truck Scale Elev.and Datum: <br /> Drilling Agency: Spectrum Exploration Driller.Dave Sump Date Started: 10/21/94 <br /> Date Completed: 10/21/94 <br /> t Drilling Equipment: CME-55 Total Depth: 61.5 <br /> Drilling Method: Hollow Stem Auger Drill bit: 8-inch O.D. Sampler 2-inch split soon <br /> Size and Type of Casing: Water First NA Compl. 24 HRS. <br /> Level: <br /> Type of Perforation: From: ft To: ft No.of Dist. Undist. <br /> Size and Type of Pack: From: ft To: Samples 15 <br /> Seal: Bentonite Pellets ft <br /> Logged by: Checked by: <br /> Grout Cement with 5%bentonite From: 0 ft To: 61.5 ft B.Loskutoff J.Kamine <br /> MONITORING WELL c <br /> CL 0 LITHOLOGIC DESCRIPTION 'n"°L°° CONSTRUCTION 3 REMARKS <br /> 0-10'-concrete conc Hand auger to 3 feet <br /> 0 10'-CLAYEY SANDY GRAVEL, gray aggregate base, GP <br /> moist,loose,30%coarse grained sand, 100%clay <br /> 2 <br /> 0 2'-SANDY SILTY CLAY,very dark brown,moist, CL <br /> 3 firm, 15 to 20%medium grained sand 3 to 4.5'at 0925 <br /> 4 <br /> HNu=0 <br /> 4 ® 3.5'-SANDY CLAY,dark brown,dry, firm, CL 5 <br /> 30%-40%fine to medium grained sand 1 11 TSB-1-1 <br /> 5 <br /> 6 <br /> 7 7 to 8'at 0931 <br /> 18 HNu=0 <br /> 8 0 7.5'-SILTY CLAY, light brown, hard,dry <br /> CL 2 50 TSB-1-2 <br /> 9 <br /> 10 <br /> 11 11 to 12.5'at 0940 <br /> -same 50 HNu=0 <br /> 12 27 <br /> 3 10 TSB-1-3 <br /> 13 <br /> 14 <br /> 15 <br /> 16 16 to 17.5'at 0955 <br /> 5 HNu=0 <br /> 17 12 <br /> 0 17 CLAYEY SILT, light brown,firm,dry, 40%very fine to fine MH 4 17 TSB-1-4 <br /> 18 grained sand,40-45%clay <br /> Field Log of Boring TSB-1 Page 1 of 4 <br />
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