My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE HISTORY
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
2804
>
3500 - Local Oversight Program
>
PR0545172
>
SITE HISTORY
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/13/2020 10:57:22 AM
Creation date
1/13/2020 10:42:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545172
PE
3528
FACILITY_ID
FA0009349
FACILITY_NAME
DIESEL PERFORMANCE INC
STREET_NUMBER
2804
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14343001
CURRENT_STATUS
02
SITE_LOCATION
2804 E FREMONT ST
P_LOCATION
99
P_DISTRICT
001
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.
/
160
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
• <br /> Ar <br /> i <br /> ASSOCIATES INC. <br /> 1117 La Pdm All;Sole q Ilohk C&*"I LOG OF BORING/WELL MW7 <br /> PROJECT IMKIEL PERFORMANCE LOCATION 2904 EAST FREMONT STREU, STOCKTON CA PROJECT NO. 12577.0001 <br /> DATE DRILLED JZLLOL01__-_ LOGGED BY REVIEWED BY JEANNE HOMSEY rd7410 <br /> DRILLING COMPANY WOODWARD DRILLIND DRILLER SAN LEONARD METHOD <br /> -HOLLOW ELM AUGER <br /> BORE HOLE DIAMETER r IM DEPTH DRILLED AS FT DEPTH TO WATER : INITIAL 35 F7 STATIC —_32.39 FT <br /> CASING TYPE MS _ DIAMETER 2 IN SCHEDULE INTERVAL -- a FT <br /> SCREEN TYPE J5&— DIAMETER _2 IN SLOT SIZE _ 0.020 IN INTERVAL FT TO asEl <br /> ALTER PACK TYPE CYC zenr STAR fl2/12 sANp <br /> es - .• INTERVAL - -43 FT TO <br /> SURFACE SEAL TYPE NEAT CEMENT OVER KNTOjM INTERVAL D FT TO 43 FT I <br /> COMMENTS: PACE I OF-2- <br /> FID <br /> FA I <br /> ODESCRIPTION <br /> DETAIL FT. PPI, BLOWCOUNT LOG <br /> 0-2' ASPHALT <br /> `s <br /> 2 # <br /> i <br /> 6. .S/1D D' INORGANIC SILT (YL): 1DOX FINES, MEDIUM MY STRENGTH. ! <br /> Yt LOW TOUGHNESS, NO PLASTICITY, YELLOWISH RED, NO PRODUCT ODOR. <br /> 4 NO ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS I <br /> SA <br /> 6 <br /> i <br /> e # <br /> 10 <br /> S.3 6,5/104-16.3/20.0• SILTY SAND (SMk 70X FINE. POORLY GRADED SAND, 3O% FINES: <br /> LOW DRY STRENGTH, LOW TOUGHNESS, NO PLASTICITY. <br /> 12 YELLOWISH RED. NO PRODUCT ODOR, NO ORGANICS. DRY, WEAK i <br /> CEMENTATION. HOMOGENOUS, CALCITE YONINO t <br /> SM <br /> 14 <br /> 16 4-3 # <br /> ND CAI=. LENSED SILT j <br /> i <br /> &W ie E <br /> 20 5.3 12 1,.5/20.0-25.5/30.0' POORLY GRADED SAND (SP}: 100% FINE, POORLY GRADED <br /> 20 SP SAND• YELLOWISH RED. NO PROD CT OWL NO ORGANICS <br /> im 20 DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 22 \ <br /> L 24 \ <br /> t0 5P BROWN, MOIST. MEDIUM CEMENTATION <br /> • 26 4.6 12 <br /> 15 <br /> 2s— <br /> Lo <br /> 9 S"' ie ML 26.5/30.0-31.3/35.0• INORGANIC SILT (ML): CtGDX FINES. LOW DRY STIIENGTH. LOW j <br /> 7.0 30 TOUGHNESS, NO PLASTICITY. YELLOWISH RED. NO PRODUCT DOOR, i <br /> 32 NOORGANIGS. MOIST, WEAK CEMENTATION. HOMOGENOUS <br /> #.r <br /> 34 <br /> ' 4.5 w5 CL 33,5-341.3/40.0` INORGANIC SILTY CLAY- (a): tOOX FlNES; YEDIUY DRY STRENGTH, <br /> 35 MEDIUM TOUGHNESS, LOW PLASTICITY. BROWN. NO PRODUCT ODOR. <br /> NO ORGANICS, MOIST. WEAK CEMENTATION, HOMOGENOUS <br /> 38 ' <br /> E <br /> Lw40 <br /> 1 <br /> � i <br />
The URL can be used to link to this page
Your browser does not support the video tag.