My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
BROOKSIDE
>
1621
>
3500 - Local Oversight Program
>
PR0544129
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2019 4:57:02 PM
Creation date
2/11/2019 4:24:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544129
PE
3528
FACILITY_ID
FA0001719
FACILITY_NAME
SUSD-STAGG HIGH SCHOOL
STREET_NUMBER
1621
STREET_NAME
BROOKSIDE
STREET_TYPE
RD
City
STOCKTON
Zip
95207
APN
11009004
CURRENT_STATUS
02
SITE_LOCATION
1621 BROOKSIDE RD
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
97
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
AWASSOCIATES INC. <br /> IIP Lang Pohl Ile.kW%Cog9ZI LOG OF WELL MW5 <br /> PROJECT _ STAGG HIGH SCHOOL LOCATION 1621 BROOKSIDE ROAD, STOCKTON, CALIFORNIA PROJECT NO. 17292.0002 <br /> DATE DRILLED 02/19/01 LOGGED BY JOHN SEIIMAN REVIEWED BY __JEANNE_HOMSEY 047410 <br /> DRILLING COMPANY _V&W DRILLING INC_ DRILLER RALPH MCGAHEY METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 _IN DEPTH DRILLED 27 FT DEPTH TO WATER : INITIAL -15 FT STATIC FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 7 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL 7 ET TO 27 FT <br /> FILTER PACK TYPE SR ICA #3 SANn INTERVAL 5 FT TO 27 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 5 FT <br /> COMMENTS: PAGE 1 OF--L- <br /> WELL <br /> F1WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-2" — Asphalt <br /> 2 <br /> 4 <br /> 11 CL 2"-16.5/20' SILTY CLAY (CL); MEDIUM DRY STRENGTH; <br /> 77 <br /> 6.5 >75X FINES; MEDIUM PLASTICITY; LIGHT BROWN; NO ORGANIC <br /> 6 19 <br /> CONTENT; NO CHEMICAL ODOR NOTED; MOIST; HOMOGENEOUS <br /> — 8 <br /> 10 Mw5-i D' <br /> 6.5 11CL SILTY CLAY (CL); LOW DRY STRENGTH; <br /> 15 LOW PLASTICITY; NO ORGANIC CONTENT; DRY; LIGHT BROWN <br /> — " 20 MEDIUM STIFFNESS; NO CHEMICAL DOOR NOTED; HOMOGENOUS <br /> _ =s <br /> —12- <br /> -14- <br /> 5 <br /> _ 5 CL SILTY CLAY (CL); MEDIUM DRY STRENGTH: <br /> 16 7 11 MEDIUM PLASTICITY; NO ORGANIC CONTENT; MOIST; LIGHT BROWN <br /> 17 MEDIUM STIFF; NO CHEMICAL ODOR NOTED; HOMOGENOUS <br /> — 18 <br /> 6.5 7 16.5/20-21.5/25 SILTY CLAY (CL); LOW DRY STRENGTH; <br /> _ MEDIUM PLASTICITY; NO ORGANIC CONTENT; WET; MEDIUM STIFF <br /> B <br /> t" 22 MEDIUM STIFFNESS; NO CHEMICAL ODOR NOTED; HOMOGENOUS <br /> ?= <br /> 24 <br /> Mw5-10' <br /> CL 21.5/25-26.5 SILTY CLAY (CL); MEDIUM DRY STRENGTH <br /> °— 6$ 5 MEDIUM PLASTICITY; LIGHT BROWN; NO ORGANIC CONTENT; <br /> • i— ' 26 B NO CHEMICAL ODOR NOTED; WET; STIFF; HOMOGENOUS <br /> — 11 <br /> 28- <br /> 30- <br /> -32- <br /> 34- <br /> 36- <br /> -38- <br /> -40— <br /> .42 <br /> 830323436384042 <br />
The URL can be used to link to this page
Your browser does not support the video tag.