My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003420
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LOOMIS
>
2850
>
3500 - Local Oversight Program
>
PR0545426
>
ARCHIVED REPORTS_XR0003420
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2020 11:49:33 AM
Creation date
3/6/2020 10:57:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003420
RECORD_ID
PR0545426
PE
3528
FACILITY_ID
FA0003857
FACILITY_NAME
DIAMOND TRANSPORTATION LOGISTIC INC
STREET_NUMBER
2850
Direction
E
STREET_NAME
LOOMIS
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
17910003
CURRENT_STATUS
02
SITE_LOCATION
2850 E LOOMIS RD
P_LOCATION
99
P_DISTRICT
001
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.
/
42
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
r <br /> D11J4�E j�� <br /> 4� <br /> WELL NUMBER SS-MW3 Page 1 of 1 <br /> A Tetra Tech PROJECT Stockton Phase 11 <br /> Company <br /> SITE LOCATION Wash Pad Area PROJECT NUMBER 507135042 <br /> FASTING= NORTHING= LOCATION FR Manufacturing, Stockton, CA <br /> GSE 26 S TOC 2638 DATUM MSL LOGGED BY C M Cochrane <br /> 0 <br /> DEPTH BLOW SAMPLE -' <br /> (ft) COUNT TYPE z DESCRIPTION WELL <br /> i1 COMPLETION <br /> a <br /> ca <br /> 0 <br /> 0 to 35' (ML] SANDY SILT, light brownish gray 110YR 812) 80-90% slit, <br /> 10-20% very fine sand, very stiff, dry <br /> 5 \ <br /> 10 6 <br /> 10 _ <br /> 15 12 — <br /> 20 7 — <br /> 11 _ <br /> 25 14 — <br /> 30 9 — <br /> 20 _ <br /> 1 35 14 <br /> 35 to 55 [SM] SILTY SAND, grayish brown (10YR 5/2), 60-90% fine sand <br /> = 10-40% silt, medium dense to dense, moist <br /> ! 40 11 <br /> 15 <br /> 45 19 — <br /> 50 12 — <br /> 14 _ <br /> 55 21 <br /> 55 to 80' [CL] SILTY CLAY, dark greenish gray (10GY 411), 70-80% clay <br /> / / 20-30% silt stiff to very stiff, moist <br /> 60 8 , / so 0 <br /> 15 j 0 4a 0 X630 <br /> 65 21 / <br /> / ss o <br /> 70 4 / <br /> / @ 70' Becomes wet <br /> 7 <br /> 75 9 / <br /> 8Q = f <br /> 5 80 to 85' [SM] SILTY SAND light gray (I OYR 7/2), 80-90% fine to coarse sand <br /> 8 10-20% silt, medium dense, wet <br /> 85 � 12 '850 <br /> DRILLING CONTRACTOR Gregg Drilling TOTAL DEPTH BORING ft Sao TOTAL DEPTH WELL ft 860 <br /> HOLE DIAMETER 8' REMARKS <br /> DRILLING METHOD Auger i <br /> DRILLING EQUIPMENT M-11 I <br /> DRILLING STARTED 8122195 ENDED 6122195 <br />
The URL can be used to link to this page
Your browser does not support the video tag.