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EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HOWLAND
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16777
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2900 - Site Mitigation Program
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PR0543548
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COMPLIANCE INFO
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Entry Properties
Last modified
6/3/2020 11:15:53 AM
Creation date
6/3/2020 10:30:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0543548
PE
2960
FACILITY_ID
FA0024728
FACILITY_NAME
SUPER STORE INDUSTRIES LATHROP DISTRIBUTION CENTER
STREET_NUMBER
16777
STREET_NAME
HOWLAND
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19816026
CURRENT_STATUS
01
SITE_LOCATION
16777 HOWLAND RD
P_LOCATION
07
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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r <br /> 3043 Gold Canal Drive WELL NUMBER PW43 <br /> (vomn(vc' Suite 100 PAGE 4 OF 8 <br /> Rancho Cordova,California 95670 <br /> Telephone:916-637-8048 <br /> Fax:916-550-9498 <br /> CLIENT Glenn Springs Holdings PROJECT NAME GSH Lathrop <br /> PROJECT NUMBER SAC245 PROJECT LOCATION Lathrop,California <br /> w <br /> Lu <br /> 2 <br /> Lu L U 0-O MATERIAL DESCRIPTION WELL DIAGRAM <br /> o a Z) o✓ <br /> z 0 <br /> U) <br /> 115 <br /> CL 116.0 -94.8 <br /> (ML)Silt with Sand,Brown(10YR 5/3),Moist,0%Gravel,20%Sand,80% <br /> Fines,No Plasticity,Fine Grained Sand. <br /> 120 ML <br /> 124.0 -102.8 <br /> 125 • (SW)Well Graded Sand,Brown(10YR 4/3),Moist,0%Gravel,95%Sand,5% <br /> B-3-125 SW .' Fines,Low Plasticity,Fine to Coarse Grained Sand. <br /> • 126.0 -104.8 <br /> (CL)Sandy Lean Clay,Brown(10YR 5/3),Moist,0%Gravel,40%Sand,60% <br /> Fines,Low Plasticity,Fine to Medium Grained Sand. <br /> CL <br /> a <br /> p 130 130.0 -108.8 <br /> _ (SW-SM)Well Graded Sand with Silt,Brown(10YR 5/3),Wet,5%Gravel,85% <br /> 3Sand, 10%Fines, Fine to Coarse Grained Sand. <br /> N <br /> Q <br /> N <br /> < SW- <br /> z SM <br /> 135 B-3-135 Type II-V <br /> a136.0 -114.8 Portland <br /> (ML)Silt with Sand,Brown(10YR 5/3),Moist, 0%Gravel,20%Sand,80% Cement,2" <br /> w <br /> ML Fines, Fine to Medium Grained Sand. Low Carbon <br /> 0 138.0 -116.8 Steel <br /> ~ (SW-SM)Well Graded Sand with Silt,Brown(10YR 5/3),Wet,5%Gravel,85% <br /> mSand, 10%Fines, Fine to Coarse Grained Sand. <br /> VD)) 140 <br /> LU <br /> �_ <br /> U <br /> M <br /> 0 <br /> m <br /> rn <br /> r 145 B-3-145 <br /> SW- <br /> SM <br /> 0 <br /> U) <br /> z_ <br /> 150 <br /> J <br /> IL <br /> WSJ <br /> H <br /> m <br /> J <br /> Cr <br /> LU 154.0 132.8 <br /> 155 ML <br /> (Continued Next Page) <br />
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