My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WATERLOO
>
4315
>
3500 - Local Oversight Program
>
PR0545859
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/3/2020 5:14:41 PM
Creation date
8/15/2019 11:31:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545859
PE
3528
FACILITY_ID
FA0003831
FACILITY_NAME
WATERLOO FOODMART
STREET_NUMBER
4315
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215-2305
APN
08710034
CURRENT_STATUS
02
SITE_LOCATION
4315 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
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.
/
262
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
Conestoga-Rovers&A*.dbiates BORING/WELL LOG <br /> 19449 Riverside Drive,Suite 230 <br /> L Sonoma,CA 95476 <br /> Telephone: 707-935-4850 <br /> Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-2 <br /> JOBISITE NAME Independent Shell-branded Service Station DRILLING STARTED 09-Nov-01 <br /> LOCATION 4315 Waterloo Road,Stockton,California DRILLING COMPLETED 09-Nov-01 <br /> PROJECT NUMBER 241359 WELL DEVELOPMENT DATE(YIELD) 14-Nov-01 (32.5 gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 31.77 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 31.23 ft above msl <br /> BORING DIAMETER 10-inch SCREENED INTERVAL 47 to 72 fbq <br /> LOGGED BY G.Mammini DEPTH TO WATER(First Encountered) 69.0 It(09-Nov-01) <br /> REVIEWED BY J.Neely,RG 6927 DEPTH TO WATER(Static) 64.83 ft(16-Nov-01) 1 <br /> REMARKS <br /> rn Q H CJ F- <br /> CL O}- W Z ci = <br /> Z a W a- o-O SOIL DESCRIPTION ? WELL DIAGRAM <br /> n- ra Q a O W <br /> < UD <br /> UPHAL ASPHALT 0.5 <br /> SILT;(ML);dark yellowish brown(10YR 3/4);moist;5% <br /> clay,90%silt,5%fine sand;no plasticity. <br /> 0.0 ,° MW-2-5.5• 5 @5' Sandy SILT;(ML);dark yellowish brown(10YR <br /> 30 4/4);hard;5%clay,80%silt,15%fine sand. <br /> 0.0 11 MW-2-9• ML <br /> 13 @9'-very stiff. <br /> 10 <br /> v 0,0 MW-2-14' <br /> 26 <br /> 32 @14'-hard. <br /> 0 <br /> —15— <br /> M <br /> Q 17.0 <br /> W <br /> 0 <br /> 'a <br /> (� 0.0a MW-2-19 - <br /> ,s Silty SAND:(SM);dark yellowish brown(10YR 4/4); <br /> 20 medium dense-,moist;5%clay,30%silt,65%fine sand. <br /> a <br /> � Portland Type I/ll <br /> o - <br /> o - <br /> J <br /> Q- <br /> W <br /> Q 0.0 15 MW-2-24' <br /> N 23 @24'-olive brown(2.5Y 4/4);dense. <br /> 25— <br /> z SM <br /> 0 <br /> 0 <br /> O <br /> J <br /> MW-2-29' <br /> 0.0 17 @29'-20%silt,80%fine sand. <br /> 30 <br /> 0 <br /> z <br /> L1e @33.5'-5%clay,30%silt,65%fine sand. <br /> 23Mw-2-s4• 34.0 <br /> 38 35 Sandy SILT;(ML);dark yellowish brown(10YR 4/4); <br /> Continued Next Page PAGE 1 OF 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.