My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS FILE 2
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MAIN
>
1399
>
3500 - Local Oversight Program
>
PR0544686
>
WORK PLANS FILE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/23/2019 11:21:51 AM
Creation date
7/23/2019 11:12:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0544686
PE
3528
FACILITY_ID
FA0000916
FACILITY_NAME
7-ELEVEN INC #19976
STREET_NUMBER
1399
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21633034
CURRENT_STATUS
02
SITE_LOCATION
1399 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
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.
/
266
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
Drilling Log <br /> ITIT CORPORATION Monitoring Well MW-5 <br /> A Member of the IT Group <br /> Prosect 7=E'even, SS# 19976 Owner 7-Eleven, Inc. See Site Map <br /> Location 1319 N. Main Street Manteca CA Proi. No. 779956 For Boring Location <br /> Surface EieN. 32.24 ft. Total Hole Depth 30 ft. Diameter 8 in. COMMENTS: <br /> Top of Casirg 31.88 ft. water Level Initial 20 ft. Static NA ft. <br /> Screen: Dia .2 in. Length 20 ft. Type/Size Sch.40 0.020 in. Soli logged from Mw-5A. <br /> Casing: Dia 2 in. Length 10 ft. Type SCh. 40 PVC <br /> Fill Material.,03 Sand/Neat Cement Rig/Core M-11455/SAlit Spoon <br /> Drill Co. Gregg DrINW Method Hollow Stem Auger <br /> Driller Chris St. Pierre Log By Bob Butler Date 05/12/99 Permit # 016655 <br /> Checked 8y Ed Simons License No. California RG#4422 <br /> C O r T y <br /> " C U w <br /> r -_� of 4, g U <br /> > t0, Description <br /> Qv- G1- w d Q. o(� �, a O <br /> a, 3:n a 0. E ; c) (a_j rn (Color, Texture, Structure) <br /> o" cci N m x In Trace < 10%, Little 10% to 20%, Some 20% to 35%. And 35% to 50% <br /> —2 <br /> o sr 2" of Asphalt over base coarse sandy gravel. <br /> < < 0 0w <br /> 2 Fine to medium SAND: brown, dry, loose, moist, subrounded, no <br /> hydrocarbon odor. <br /> 4 r.` <br /> 5 NN-5@5' 8 S <br /> < < 8 w <br /> 6 < 10 <br /> < <br /> 8 <br /> 2 NN-5910' 8 <br /> 10 1 ML <br /> t Very fine SAND and SILT (40,60): olive gray, moist to wet, soft, no <br /> = hydrocarbon odor. <br /> 12 - <br /> 14 o cL <br /> 5 Silty CLAY (30,70): olive gray and reddish brown, moist to wet, <br /> -- is soft, semi-plastic, no hydrocarbon odor. <br /> 16 =_ <br /> 18 <br /> -= 1.5 14N-5@20' 3 <br /> 20 10 Clayey, sandy SILT (20,30,50): greenish gray, saturated, no <br /> ML hydrocarbon odor. <br /> 22 =_ <br /> 24 -= 3 NN-5@25' 5 <br /> _- 12 Clayey, sandy, SILT (20,30,50): olive gray, saturated, soft, no <br /> hydrocarbon odor. <br /> 26 '— ML <br /> 28 = <br /> _- 200 NN-5@30' 14 5M <br /> -- 19 <br /> 30 -- 27 Clayey, sitly fine to medium SAND (f0,20,70): olive to dark gray, <br /> saturated, loose to moderate dense. <br /> 0712211999 iittiog-mar,99 Page: lot ? <br />
The URL can be used to link to this page
Your browser does not support the video tag.