My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002829
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARBOR
>
1805
>
2900 - Site Mitigation Program
>
PR0508461
>
ARCHIVED REPORTS_XR0002829
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/29/2020 4:25:35 PM
Creation date
1/29/2020 3:35:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002829
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.
/
90
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
ATC,,SOCIATES INC <br /> LOG OF WELL M W 2 <br /> 1260 Grapto Orr+t,bdesto,CoNoma,95351 <br /> PROJECT CONTINENTAI GR61N LOCATION 1805 HARHOR STREET 5TOCKTON. CA PROJECT NO <br /> DATE DRILLED 081798 LOGGED BY REVIEWED BY <br /> BILLING COMPANY VArW QRII I ING, INC. DRILLER METHOD <br /> bRE HOLE DIAMETER S IN_ DEPTH DRILLED 28 FT DEPTH TO WATER INITIAL. ^-14 FT STATIC ___2L.EL <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO B FT_ <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE (1090) . IN INTERVAL 8 EL TO 7 P, EI <br /> - <br /> FILTER PACK TYPE INTERVAL TO <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTQNITEINTERVAL TO -- E <br /> ' COMMENTS FID BACKGROUND READINGS 45 - 47 ppm PAGE i OF <br /> WELL DEPTH PID AMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> r 2 <br /> r 4 <br /> I" CL 0-65/10 LEAN CLAY WITH SAND (CL) 20% FINE POORLY GRADED SAND 80 <br /> 5 FINES HIGH DRY STRENGTH NONE—SLOW DILATANCY MEDIUM <br /> 6 45 9 TOUGHNESS MEDIUM PLASTICITY GRAYISH BLACK SOFT SLIGHT <br /> 1c I 10 PRODUCT ODOR NO ORGANICS DRY—MOIST WEAK CEMENTATION <br /> ' a HOMOGENOUS <br /> 8 <br /> V - <br /> 1a 50SM 9 <br /> 19 <br /> 25 65/10-11 5/15 SILTY �D (SM) 60% FINE—MEDIUM POORLY GRADED SAND 40°G <br /> 12 FINES DARK GREENISH GRAY SLIGHT PRODUCT ODOR NO <br /> ' \ ORGANICS DRY—MOIST WEAK CEMENTATION HOMOGENOUS <br /> 14 \ <br /> r 9 <br /> 16 550 12 SP—SM 11 5/15--16 5/20 POORLY GRADED SANDWITHSILT (SP—SM) 90� FINE—MEDIUM <br /> 20 POORLY GRADED SAND 10% FINES GRAYISH BLACK MODERATE— <br /> STRONG PRODUCT ODOR NO ORGANICS WET WEAK CEMENTATION <br /> 18 \ HOMOGENOUS <br /> ' \ <br /> 165/20-205 WELL GRADED SAND WITH GRAVEL (SW) >757 FINE-COARSE <br /> CG-MW2-20 5 SW WELL GRADED $A17D 20% FINE GRAVEL <57 FINES GRAYISH <br /> 20 880 11 BLACK MODERATE-STRONG PRODUCT ODOR NO ORGANICS WET <br /> s � 13 WEAK CEMENTATION HOMOGENOUS <br /> ' 20 <br /> 22- <br /> -24— <br /> 650 1420 5-29 POORLY GRADED SAND (SP) >95% FINE—MEDIUM POORLY GRADED <br /> 26 16 SP SAND <5% FINES DARK GREENISH GRAY MODERATE—STRONG <br /> 25 PRODUCT ODOR NO ORGANICS WET WEAK CEMENTATION <br /> ' HOMOGENOUS <br /> a <br /> 28— CG—MW2-28 5 <br /> 6d <br /> ' 30 <br /> —32- <br /> 34- <br /> 36- <br /> -38- <br /> - <br /> 2343fi38 <br /> 40-- <br /> -42 <br />
The URL can be used to link to this page
Your browser does not support the video tag.