My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS_2006-2007
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
0
>
2900 - Site Mitigation Program
>
PR0506203
>
FIELD DOCUMENTS_2006-2007
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/31/2020 3:02:16 PM
Creation date
3/31/2020 2:18:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
2006-2007
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
235
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
HEADSPACE <br /> WELL CONSTRUCTION MEASUREMENTS' LITHOLOGY �r SAMPLE DATA MEASUREMENT3 <br /> Depth. ^LOCKING FLUSH MOUNT Graphic Core OVM <br /> feet EXPANSION VALLI Log D e s c r i p t 1 o n Recovery (Ppm) <br /> CAPa <br /> ASPHALT AND CLASS II AGGERGATE BASE. <br /> CLAYEY SILT(ML),veyl dark gray(l OYR 3/1),slightly damp, <br /> i 8-INCH --- very stiff,non-plastic,60%sift,40%clay. <br /> DIAMETER - - 0.0 <br /> BOREHOLE --- <br /> SANDY SILT(ML),yellowish brown(I OYR 5/6),slightly damp, <br /> 5 soft non-plastic,fine sand. 5 <br /> ii -_-- <br /> --- 0,0 <br /> CEMENT ---- <br /> BENTONITE --- <br /> ii GROUT <br /> i ---- 10 <br /> 10 ii — <br /> ii - -- <br /> - <br /> ii 00 <br /> .. <br /> 2-INCH --- <br /> i i DIAMETER --- <br /> SCH.40 PIC <br /> BLANK --- 15 <br /> CASING -- Calcite mineralization. <br /> 0.0 <br /> 20 --- 20 <br /> - „ -__- SANDY SILT(ML),yellowish brown(IOYR 5/4),slightly damp, <br /> stiff.-60%Silt-40-1.Sand,micaceous. - - <br /> 0.0 <br /> SILTY SAND ISM),brawn(1 OYR 5/3),damp,medium dense, <br /> _ <br /> non-plasfic,-60%sand-40%sin. <br /> - - <br /> 25 <br /> 25 ii --- — <br /> BENTONITE ---- <br /> PELLETS <br /> --- 0.0 <br /> #3 LONESTM 30 <br /> 30 SAND - - <br /> --- CLAYEY SILT(MLI,dark yellowish brown(1 OYR 4/6)very <br /> damp,stiff-80%silt,-20%clay,calcite mineralization. <br /> 0,0 <br /> 2-INCH DIAMETER <br /> SOK SO P/C - <br /> Q SCREEN _- <br /> 10.020-INCH SLOT) <br /> 35 <br /> 35 — <br /> Well Permit No. 15157 EXPLANATION <br /> Dote Well Drilled: May 5u 6,1998 ® Clay Interval re using <br /> DRlling Company: Spectrum Continuousous Core <br /> Driller: Bobby Nixon F 71 Silt 1k Sample retained for analysis <br /> Drilling Method. 3.5'Core Barrel;8'Hollow Stem Auger <br /> Sampling Method: Split Spoon El Sand 4 Depth first water was encountered <br /> LFR Geologist: Kenton Gee in borehole <br /> nn II El Gravel <br /> Approved by: 46w& (D�pLic') <br /> CONSTRUCTION AND LITHOLOGY FOR WELL PZ-002A-1 (page I of 2) �. <br /> 111 L F R Lincoln Center,Stockton,California <br /> LEVINE•FRICKE <br /> 4111 LI 15.CDR 071498 <br />
The URL can be used to link to this page
Your browser does not support the video tag.