My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002822
EnvironmentalHealth
>
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
CACSSOCIATES INC. <br /> 1111 Lorre Palm Ave.,Slide a Modesto,Conor*95 1 LOG OF BORING S B 10 <br /> PROJECT CONTI GROUP LOCATION 1805 HARBOR STREET, STOCKTON CA PROJECT N0. 54.62500.0001 <br /> DATE DRILLED 04/20/00 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK 13ERTOLIND METHOD DIRECT PUSH <br /> ORE HOLE DIAMETER 1.5 IN DEPTH DRILLED 31 FT DEPTH TO WATER INITIAL 19 FT_ STATIC FL <br /> LCASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER --IH_ SLOT SIZE IN INTERVAL FT TO FT <br />' FILTER PACK TYPE NA INTERVAL FT TO FT <br /> i SURFACE SEAL TYPE CEMENT SLURRY INTERVAL FT TO FT <br /> COMMENTS: PAGE 1 OF? <br /> WELL DEPTH PIDAML I LITHOLOGIC DESCRIPTION r <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0 - 2" ASPHALT <br /> 2 <br /> 1. <br /> 1 <br /> L 4 <br />} Lr CL <br /> 4 2"-6/9' LEAN CLAY (CL): <15% FINE, POORLY GRADED SAND; >aS% FINES: <br /> NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM PLASTICITY, MODERATE <br /> 6 BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY--MOIST, WEAK <br /> CEMENTATION, HOMOGENOUS <br /> i <br /> 8 <br /> I CG—SBIO-10' <br /> 10 SC 6/9-11/14' CLAYEY SAND (SC): >70% FINE, POORLY GRADED SAND; <30% <br /> 4 FINES; LOW TOUGHNESS, LOW-MEDIUM PLASTICITY, GRAYISH OLIVE, <br /> NO PRODUCT ODOR, NO ORGANICS, MOIST-WET, WEAK CEMENTATION, <br /> HOMOGENOUS <br /> 12 <br /> L <br /> —14- <br /> 4 <br /> 44 SM 11/14-16/19"SILTY SAND (SM): <85X FINE, POORLY GRADED SAND; >15X FINES; <br /> GRAYISH OLIVE, NO PRODUCT ODOR, WET, WEAK CEMENTATION, <br /> 16 HOMOGENOUS <br /> 18 � <br /> CG—SB10-20' <br /> 20 6 <br /> j1 <br /> S 22 CG-SBIO-W1 <br /> i <br /> —24- <br /> 26 <br /> 426 SP 16/19-31' POORLY GRADED SAND (SP); <95% FINE-MEDIUM, POORLY GRADED <br /> SAND; >5% FINES; GRAYISH OLIVE, NO PRODUCT ODOR, NO <br /> ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS <br /> 28 - <br /> CG-5810-30' <br /> 30 4 <br /> CG-SB10-W2 <br /> —32- <br /> 34 <br /> 234 <br /> {_ L <br /> 36 <br /> 38 <br /> j <br /> 40 <br />
The URL can be used to link to this page
Your browser does not support the video tag.