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ARCHIVED REPORTS XR0004108
Environmental Health - Public
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EHD Program Facility Records by Street Name
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KETTLEMAN
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2448
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3500 - Local Oversight Program
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PR0544300
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ARCHIVED REPORTS XR0004108
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Entry Properties
Last modified
4/2/2019 3:58:55 PM
Creation date
4/2/2019 3:49:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004108
RECORD_ID
PR0544300
PE
3528
FACILITY_ID
FA0003855
FACILITY_NAME
TESORO (SHELL) 68153
STREET_NUMBER
2448
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
05814001
CURRENT_STATUS
02
SITE_LOCATION
2448 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Project Project Boring <br /> PROJECT NAME/LOCATION- Nuinhcr D093-916 PROJECTNAMEILOCATTON- Number D093-916 Number CB-6 <br /> Beacon Station No. 696 Con- Beaco Beacon Station No. 696 Con- Drilling- <br /> 1_448 W. Kettlernan Lane tractor Turner Explorations, Inc. .448 �tl4$ W. Kettlernan Lane tractor Turner Explorations, Inc. Method. 8" HSA (angle boring) <br /> i, CA <br /> Drill6r, Kevin Barnett Ji, CA Driller: Kevin Barnett .%MD rilling <br /> 169!- B-53 <br /> I ed 12.00 p.m. 09/08/94 <br /> Start 8:00 a.m. 09/08/94 Start 8.00 a.m. 09/08/94 c6mp.et <br /> FB <br /> �dcj 4,) <br /> Landowner: Ultramar Inc. Surface Surface <br /> Landc Landowner: Ultramar Inc. <br /> Elev. Elev. By Mike Berrington <br /> Sample: Depth:.- <br /> S, <br /> _z Sample::: Depth. <br /> uescziptions� <br /> Scale Descriptions:of Mof;Niatenals: <br /> iz�.Vtry.. ornmehts:: <br /> and':Cbnditionsr-.�::,:�:�'. C <br /> -�rype C 1� 4!� and'Conditi6j <br /> a !M <br /> ount% <br /> Y- Pa�: 'mm: 7 <br /> C <br /> 48 0 3" of ASPHALT----- <br /> 496" AGGREGATE BASEROCK----- <br /> CAM 1 SILTY SAND (W <br /> CAM CR-6-50 23 50 LEAN CLAY WITH SAND;,. <br /> 2 <br /> 47 medium plasticity, fine sand, <br /> 50 for 51 3 <br /> 4- Total depth at 50 ft. <br /> 52 4 <br /> 53 <br /> CAM CB-6-5 15 5 SILT WITH SAND/SANDY SILT; brownish <br /> 54 30 yellow, nonplastic, hard, moist (ML) <br /> 55 CAM 50 6 <br /> 7 <br /> 56 8 <br /> 57 fi 9 <br /> 58Tank <br /> CAM CB-6-10 12 10 <br /> 23 PEA GRAVELISILTY SAND; dark gray, backfill <br /> 59 CAM 35 11 moist to wet (GP-GM) <br /> 60 12 <br /> 61 13 <br /> 62 14 <br /> 63 CAM CB-6-15 it 15 Tank <br /> 17 <br /> 64 CAM 28 16 POORLY GRADED SAND WITH SILT; pale backfill <br /> brown to yellow, medium dense, fine to <br /> 65 17 medium, subangular to subrounded sand, <br /> 6618 humid(SP-SM) <br /> 67 19 <br /> 68 CAM CB-6-20 12 20 LEAN CLAY; light olive brown, low <br /> 50 Plasticity, hard, moist (CL) <br /> 69 CAM 50 for 21 <br /> 70 5. 22 <br /> 71 23 <br /> A <br /> ... ... <> SOI2EH0Lir.:WATER.:LEVEL' <br /> Date <br /> Data <br /> Time: Deft <br /> GWL. Consultants,Inc. <br /> asin ... ... <br /> Sheet 1 of 3 <br />
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