My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011893
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ELEVENTH
>
7675
>
3500 - Local Oversight Program
>
PR0544802
>
ARCHIVED REPORTS XR0011893
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 10:19:09 AM
Creation date
9/4/2019 11:47:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011893
RECORD_ID
PR0544802
PE
3528
FACILITY_ID
FA0005153
FACILITY_NAME
FAYETTE MANUFACTURING CORP
STREET_NUMBER
7675
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014012
CURRENT_STATUS
02
SITE_LOCATION
7675 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
46
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
AWC <br /> ASSOCIATES INC. <br /> 1117 Lane Pdm Ave,Ste B,Modesto,Ufm ia,95351 LOG OF WELL M W 8 <br /> PROJECT GLOVER PROPERTY LOCATION 7675 WEST ELEVENTH ST TRAY A PROJECT NO. 54.17861.0001 <br /> DATE DRILLED 01-17-05 LOGGED BY__NATHAN CHRISTMAN REVIEWED BY JEANNE HOMSEY 047410 <br /> DRILLING COMPANY WOODWARD DRII I IN. Q0- DRILLER DAVID VAN STEYN METHOD HOLLOW STM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 21.5 FT DEPTH TO WATER INITIAL 8.5 FT STATIC FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 10 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL 10 FT TO 20 FT <br /> FILTER PACK TYPE 2.112 INTERVAL 8 FT TO 20 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 8 FT <br /> �+ COMMENTS: _ FID BACKGROUND READINGS RANGED FROM 1 TO 2 PPM PAGE 1 OF 1 <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-2" – Asphalt <br /> 2 <br /> 4 <br /> '02-/6-6.5/10- <br /> 6 0 12 CL INORGANIC CLAY (CL): 100% FINES; NO DILATANCY, LOW TOUGHNESS, <br /> 13 LOW PLASTICITY, DARK BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> DRY, WEAK CEMENTATION <br /> 8 <br /> — 10 9 1 <br /> 7M L <br /> 10 6.5/10-11.5/15' INORGANIC SILT (ML): 10% FINE–GRAINED SAND; 90% FINES; <br /> 12 LOW TOUGHNESS, NONE TO LOW PLASTICITY, NO DRY STRENGTH, <br /> BROWN, NO PRODUCT ODOR, NO ORGANICS, WET, WEAK CEMENTATION <br /> v = 14 <br /> 15 SP 11.5/15-16.5/20' POORLY GRADED SAND (SP): 70% MEDIUM–GRAINED SAND; <br /> 16 1 20 30% GRAVEL; BROWN, NO PRODUCT ODOR, NO ORGANICS, WET, <br /> -' WEAK CEMENTATION, <br /> 18 <br /> �..r 20 16.5/20-21.5' POORLY GRADED SAND (SP): 80% MEDIUM—GRAINED SAND; <br /> 2 184 SP 20% GRAVEL; BROWN, NO PRODUCT ODOR, NO ORGANICS, WET, <br /> 10 WEAK CEMENTATION <br /> 22 <br /> 24 <br /> rr 26 <br /> 28 <br /> 30 <br /> 32 <br /> 34 <br /> V <br /> —36- <br /> 38 <br /> 40 <br /> 42 <br /> V <br />
The URL can be used to link to this page
Your browser does not support the video tag.