My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002623
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HARLAN
>
15600
>
3500 - Local Oversight Program
>
PR0545273
>
ARCHIVED REPORTS_XR0002623
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2020 7:01:16 PM
Creation date
2/3/2020 11:21:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002623
RECORD_ID
PR0545273
PE
3528
FACILITY_ID
FA0000174
FACILITY_NAME
JOES TRAVEL PLAZA
STREET_NUMBER
15600
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19620079
CURRENT_STATUS
02
SITE_LOCATION
15600 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
145
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
BOREHOLE LOG CPT-2 <br /> SLteMayS <br /> Pro ect No 2033-15600-1 Site Joe's Truck Plaza Drilling Company GreggIn Situ,Inc <br /> 15600 Harlan Road,LathropCA Driller John and Brian <br /> 14,2004 Field Geologist Scott Bittin er <br /> Drilling Rig CPT Drilling Method Direct Push CPT Truck) <br /> Borehole Diameter 2 inches Soil Sample Equipment 12-inch piston sampler <br /> Total Depth 73 feet b s Water Sampling Equipment H dro unchTM <br /> Well Completion Data <br /> Slotted Interval Casing Material <br /> Filter Pack Material Casing Diameter <br /> Seal Material Slot Size <br /> Backfill Material Neat Cement <br /> Sample ID Depth Sample % Blow PID Soil Description <br /> (ft} Interval Rec Count (ppm) Class <br /> CPT2-9 9 8-9 90 SP SAND,fine grained, 2-3% fines, wet <br /> CPT2-12 12 10-13 Water <br /> CPT2-16 16 15-16 60 CL SILTY CLAY with SAND,olive brown, 7-10% <br /> Vea fine grained sand, damp, medium stiff <br /> CPT2-22 22 21-22 80 CL SILTY CLAY,olive brown,3-5%very fine <br /> Grained sand, moist, medium stiff <br /> CPT2-31 31 30-31 90 SC CLAYEY SAND 30'-30 6', dark grayish brown, <br /> 80%fine rained sand, 20%clay, damp, <br /> Medium dense <br /> ML SILT with SAND 30 6'-30 8',dark ra ish brown, <br /> 10-15%very fine grained sand, moist, stiff <br /> CPT2-37 37 35-38 Water <br /> CPT2-50 50 48-51 Water <br /> CPT2-60 60 58-61 Water <br /> CPT2-72 72 70-73 Water <br /> 57TArUs <br /> E'VIRONMENTAl I4C <br />
The URL can be used to link to this page
Your browser does not support the video tag.