My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0004371
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MAIN
>
1071
>
2900 - Site Mitigation Program
>
PR0506313
>
ARCHIVED REPORTS_XR0004371
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/9/2020 7:44:10 PM
Creation date
3/9/2020 9:20:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004371
RECORD_ID
PR0506313
PE
2950
FACILITY_ID
FA0000514
FACILITY_NAME
MAIN STREET SHELL*
STREET_NUMBER
1071
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21707011
CURRENT_STATUS
02
SITE_LOCATION
1071 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
94
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 Well ID MW-2 Boring ID MW-2 <br /> Client Shell Oil Products Company Location 1071 N Main, Manteca <br /> Project No 240-0323 Phase Task11 Surface Elev NA ft, Page 1 of 2 <br /> CL Blow c� � Lithologic o � � a, Well � z Well <br /> Count Descrlptlorl -' Construction FL EL Grl sv `� Construction <br /> TO C Elev NA <br /> o Ground Surface <br /> Sandy SILT. (ML), dark brown,soft to <br /> medium stiff, damp, 5% clay, 80% <br /> silt, 15% fine sand with organics, no <br /> plasticity, high estimated <br /> permeability <br /> 100 <br /> 60+ <br /> 5 brown <br /> 50 5 <br /> 240 <br /> pyrite flecks, moderate to high <br /> estimated permeability <br /> 10 10 <br /> 75 150 <br /> 715 15 <br /> 90 brown to grey, 10% clay, 80% silt, 1 5 <br /> 10% fore sand with pyrite flecks, <br /> none to low plasticity, moderate <br /> estimated permeability <br /> wet = Water encountered and <br /> approximate water level <br /> grey, soft, moist, no plasticlty, high C� 17 ft <br /> estimated permeability <br /> 20 20 <br /> Continued Next Page <br /> Driller GreggDrilling, Inc Development Yield NA Bentonite Seal 23 5' to 25' <br /> Logged By Paul Waite Well Casing 2" Dia 0 5' to 35 5' Sand Pack 25' to 25 5' <br /> Drilling Started 3/25/98 Casing Type Schedule 40 PVC Sand Pack Type #2/12.Monterey San <br /> Drilling Completed 3/26/98 Well Screen 2" Dia 25 5' to 35 5' Static Water Level 17 00 ft Depth <br /> Construction Completed 3/27/98 Screen Type Schedule 40 PVC Date 3/26/98 <br /> Development Completed NA Slot Size 00101, Notes South west corner of lot <br /> Water Bearing Zones NA Drilling Mud NA <br /> Grout Type Portland T e 1/ll <br /> WELL 24323 4/28/98 <br /> Cambria Environmental Technology, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.