My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
STOCKTON
>
942
>
2900 - Site Mitigation Program
>
PR0516727
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/14/2020 1:59:08 PM
Creation date
5/14/2020 1:46:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516727
PE
2965
FACILITY_ID
FA0012758
FACILITY_NAME
DIAMOND FOOD PROCESSORS OF RIPON
STREET_NUMBER
942
Direction
S
STREET_NAME
STOCKTON
STREET_TYPE
AVE
City
RIPON
Zip
95366
APN
25934012
CURRENT_STATUS
01
SITE_LOCATION
942 S STOCKTON AVE
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
32
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
LAWRENCE & ASSOCIATES PROJECT: SHEET 2 OF 3 <br /> PHONE (530) 244-9703 NEW MONITORING WELLS <br /> 2001 MARKET STREET, RM. 523 TH //: TH-6 <br /> REDDING, CA 96001 FAX (530) 244-5021 <br /> JOB #: C.91.06.048 DATE: 9/22/92 <br /> I LOGGED BY: DAVID KIRK DRILLER: PITCHER DRILLING CO. <br /> t WELL CASING ELEVATION: 59.38' MSL <br /> FIELD LOCATION EQUIPMENT AND SPECIFICATIONS: <br /> OF WELL MUD ROTARY 10-1/4" BR <br /> LOGGING METHOD: DRILLING-FLUID RETURN <br /> LOGGING DIRECTLY SUPERVISED BY DAVID A. LAWRENCE, R.G. 1924 <br /> DATE DRILLED: JULY 2, 1992 THROUGH JULY 9, 1992 <br /> W Z ap <br /> m <br /> H <br /> li mzo 0O> <br /> VQrJ�, o� DESCRIPTION <br /> 0 UO 0F0 <br /> 100 <br /> CL 98 - 105' CLAY, WHITE 10 1/4" HOLE <br /> CL 105 - 112' CLAY WITH MEDIUM SAND, <br /> STIFF, MEDIUM BROWN GROUT SEAL (PORTLAND <br /> TYPE II CEMENT WITH 5% <br /> CL 112 - 115' CLAY, STIFF, LIGHT REDDISH BROWN TO GRAY BENTONITE POWDER) <br /> SM — 115 - 120' CLAYEY SAND, STIFF, MEDIUM BROWN <br /> CL 120 - 125' CLAY, VERY STIFF, MINOR <br /> 125 SAND, MEDIUM BROWN <br /> 4" PVC BLANK CASING, <br /> CL 125 - 130' CLAY, STIFF, MEDIUM BROWN SCH 40, WITH THREADED ENDS <br /> CLAY, STIFF, MINOR IRON FOR FLUSH-COUPLED JOINTS <br /> 130 - 132' OXIDE PARTICLES, GRAY <br /> BENTONITE-PELLET BARRIER, <br /> WETTED AND ALLOWED TO HYDRATE <br /> BEFORE GROUTING <br /> CL 132 - 155' SANDY CLAY, FIRM, MEDIUM BROWN 4" PVC SCREEN SCH 40, <br /> 20 SLOT,WITH THREADED ENDS <br /> FOR FLUSH-COUPLED JOINTS <br /> 150 <br /> ML _ _ 155 - 165' SILT, DENSE, MINOR SAND, MEDIUM BROWN <br /> M L _-_- 165 - 170' CLAYEY SILT, REDDISH BROWN <br /> C SILTY CLAY AND MEDIUM SILTY SAND, CENTRALIZERS, 4 90' <br /> , 170 - 175' INTERBEDDED, DARK YELLOW BROWN CENTERS WITH 100"" O.D. <br /> 175 <br /> CL 175 - 180' CLAY, STIFF, YELLOW BROWN <br /> CL 180 - 191' CLAY, STIFF, BLUE GRAY <br /> CL 191 - 206' SILTY SAND, MEDIUM BROWN <br /> 200 <br /> NOTES: WELL CONSTRUCTION SYMBOLS <br /> SCH. 40, 4-INCH PVC SCREEN, BENTONITE BARRIER <br /> 20-INCH SLOTS) <br /> 20-SLOT (0.0 ' <br /> GROUT SEAL <br /> #3 LONESTAR SAND ® (PORTLAND TYPE II CEMENT) FIGURE 6B <br /> P:\SIMP-RIP\Bomq Loq TH-6.dvq J.M.B. 10/27/2008 <br />
The URL can be used to link to this page
Your browser does not support the video tag.