My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002822
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARBOR
>
1805
>
2900 - Site Mitigation Program
>
PR0508461
>
ARCHIVED REPORTS_XR0002822
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2020 4:24:35 PM
Creation date
1/29/2020 3:29:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002822
RECORD_ID
PR0508461
PE
2950
FACILITY_ID
FA0008092
FACILITY_NAME
CONTINENTAL GRAIN CO
STREET_NUMBER
1805
STREET_NAME
HARBOR
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14502005
CURRENT_STATUS
01
SITE_LOCATION
1805 HARBOR ST
P_LOCATION
01
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.
/
110
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
ASSOCIATES INC. LOG OF BORING S88 <br /> u <br /> 1111 Laae Palm Are.,Salle B, odeslo,CaGfomia,951 <br /> PROJECT CONTI GROUP LOCATION 1605 HARBOR STREET, STOCKTON CA PROJECT NO. 54.62500.0001 <br /> i DATE DRILLED 04/20/00 LOGGED BY TOM LUTTERMAN REVIEWED BY_4EPNN�-HQMSF.Y C47414 -- <br /> �RILLING COMPANY FISCH ,ENVIRONMENTAL DRILLER RICK_UERTQLINO METHOD DIRECT PUSH <br /> ORE HOLE DIAMETER 1.5 IN-- DEPTH DRILLED 21 FT DEPTH TO WATER : INITIAL 19 FT STATIC FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO EI <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE CEMENT SLURRY INTERVAL FT TO FT <br /> COMMENTS: PAGE 1 OF—!— <br /> WELL <br /> F1WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0 - 2" ASPHALT <br /> 2 <br /> ` CL 2"-6/9' LEAN CLAY (CL): <15% FINE, POORLY GRADED SAND; >85% FINES; NO <br /> i 4 DILATANCY, MEDIUM TOUGHNESS, MEDIUM PLASTICITY, MODERATE <br /> {ry YELLOW BROWN, NO PRODUCT ODOR, DRY-MOIST, WEAK CEMENTATION, <br /> 4 HOMOGENOUS <br /> 6 <br /> e \ <br /> 4 <br /> CL 6/9-14' LEAN CLAY WITH SAND (CL): <15% FINE, POORLY GRADED SAND; >85% <br /> FINES; LOW-MEDIUM TOUGHNESS, LOW-MEDIUM PLASTICITY, GRAYISH <br /> 12 OLIVE, NO PRODUCT ODOR, MOIST-WET, WEAK CEMENTATION, <br /> HOMOGENOUS <br /> 14 <br /> 4 CG-SB8-15' 14-16/19' POORLY GRADED SAND (SP): >95% FINE, POORLY GRADED SAND; <5% <br /> SP FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> 16 WET, WEAK CEMENTATION, HOMOGENOUS <br /> �.. CG-SB8-20' \ <br /> 5P <br /> j 4 16/19-21' POORLY GRADED SAND (SP): >95X FINE-MEDIUM, POORLY GRADED SANG; <br /> 20 <5% FINES; GRAYISH OLIVE, NO PRODUCT ODOR, NO ORGANICS, WET, <br /> WEAK CEMENTATION, HOMOGENOUS <br /> CG-SB8-W <br /> 22 <br /> 24 <br /> 26- <br /> -211- <br /> 30 <br /> 62830 <br /> 32 i <br /> a � 34 <br /> 4 <br /> 7 <br /> _36— <br /> 38 <br /> 140-- <br />
The URL can be used to link to this page
Your browser does not support the video tag.