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ARCHIVED REPORTS XR0001860
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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CHEROKEE
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900
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3500 - Local Oversight Program
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PR0544482
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ARCHIVED REPORTS XR0001860
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Entry Properties
Last modified
5/21/2019 4:56:43 PM
Creation date
5/21/2019 4:34:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001860
RECORD_ID
PR0544482
PE
3528
FACILITY_ID
FA0000556
FACILITY_NAME
CHEROKEE LANE SERVICE STATION*
STREET_NUMBER
900
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04742007
CURRENT_STATUS
02
SITE_LOCATION
900 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Project Boring <br /> PROJECT NAME/LOCATION Number D093-915 Number SB-2 <br /> Fortner Beacon Station No 695 Cott- DHling <br /> 00 South Cherokee Lane tractor Soils Exploration Services Method 8" Hollow Stem Auger <br /> di, California Driller Russell Williams Drilling: <br /> Rig CME-75 <br /> Start 03/21/96 8 25 a m Completed 03/21/96 10 25 am <br /> Landowner Surface Logged <br /> By Mike Berrington <br /> Sample Sample Depth <br /> Blow Scale Descriptions of Materials <br /> Type No Count Intervat Rhwvay 1" =4' and Conditions <br /> Comments <br /> O 3" ASPHALT/4" AGGREGATE BASEROCK <br /> 1 Aggregate Baserock Backfill <br /> 2 <br /> 3 <br /> 4 SILTY SAND, light brown, very fine sand, <br /> medium dense, moist (Slu) <br /> CAM 5B-2- 8 50-65 l$ � <br /> 65 7 6 <br /> 7 <br /> 8 <br /> 9 <br /> AM SB-2- 38 100- 12 10 <br /> 115 50-4 115 <br /> 11 Well cemented, very dense <br /> 12 <br /> 13 <br /> 14 <br /> CAM SB-2- 28 150- 12 15 fine to medium sand, weakly to moderately <br /> 165 50-5" 165 16 cemented <br /> 17 <br /> 18 <br /> 19 <br /> CAM SB-2- 37 200- 12 20 <br /> 215 50-4" 215 reddish brown, fine to coarse sand trace fine <br /> 21 subrounded gravel <br /> 22 <br /> 23 <br /> BOREHOLE WATER LEVEL DATA <br /> Date <br /> Time <br /> GWL ® I�nniQann��nt�l <br /> Canmi4ents,Inc— <br /> Casing Sheet 1 of 3 <br /> De th Y int <br />
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