My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0036014
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
O
>
120 (STATE ROUTE 120)
>
21801
>
4200/4300 - Liquid Waste/Water Well Permits
>
SR0036014
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 4:01:21 PM
Creation date
12/1/2017 3:19:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0036014
PE
4365
STREET_NUMBER
21801
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20525002
ENTERED_DATE
11/12/2003 12:00:00 AM
SITE_LOCATION
21801 E HWY 120
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
TSok
Supplemental fields
FilePath
\MIGRATIONS\O\120 (HWY 120)\21801\SR0036014.PDF
QuestysFileName
SR0036014
QuestysRecordID
1888690
QuestysRecordType
12
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
19
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
Boring &Well Construction Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> Southeast Side of Application Area 4 Well Name MW-6 <br /> DRILLING COMPANY DRILLER <br /> Spectrum Exploration,Inc. T.Sleeper Project Name BTQLC Escalon,Ca. <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> Hollow Stem Auger CME 85 � Ir Project Number 030118.04 <br /> ISOLATION CASING FROM TO Fr. <br /> n/a n/a Na ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. TOC:96.48 ft.AMSL 70.0 ft. s <br /> 4-inch SCH 40 PVC 0.0 53.7 DATE STARTED DATE COMPLETED <br /> SLOTTEDCASING FROM TO FT, 11/17/03 11/18/03 <br /> 4-inch SCH 40 PVC-0.010 Inch Slotted 53.7 68.7 STATIC WATER ELEVATION <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT, 38.17 ft.AMSL <br /> Lonestar#2/12 1 52.9 69.1 LOGGED BY <br /> SEAL FROM TO FT. M.McLeod <br /> Pei-Plug 114-inch Bentonite Pellets 52.0 52.9 SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT CME COnrS Core,Mod. 01 SURFACE HOUSING <br /> Neat Cement 1.5 52.0 Drive Sample p STAND PIPE nla FT <br /> SAMPLES o,11 WELL CONSTRUCTION USCS <br /> T_ pk, Penetr. Depq Water tight L'6Mbgy Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> X. (Peery (F� Wel enclosure og <br /> SILTY SAND TO SAND(SM)DARK YELLOWISH <br /> : •f�• BROWN,LIGHT YELLOWISH BROWN,-80% <br /> •t; •:�: FINE-GRAINED SAND,-15%SILT,LOOSE,NO <br /> �• • CEMENTATION,DRY,TRACE ROOTS <br /> 10YR <br /> 4.7 '�'k:�: 10YR <br /> ..l. 614 <br /> SM ;j• '�' <br /> �[• COLOR CHANGES TO DARK GRAYISH BROWN,DARK <br /> 5 :I;$:1i: 100 YELLOWISH BROWN,TRACE ROOTS <br /> 1�1:•'•1• 10YR <br /> 414 <br /> DARK BROWN FRAGMENTS,SCATTERED COARSE <br /> 2.5 -- -- GRAINED SAND,CEMENTED AND DENSE, <br /> \HARDPAN___________________J <br /> 10YR GRADES TO SILTY SANDISANDY SILT(SM-ML) <br /> i 614 LIGHT YELLOWISH BROWN OVERALL WITH VERY <br /> SM- <br /> f�3 DARK GRAYISH BROWN SPECKS,-5% <br /> 1 <br /> ML COARSE-GRAINED SAND,-70-80%FINE-GRAINED <br /> 10 Blank Casing EiJ SAND,-20%SILT,LOOSE,MOIST <br /> 2 SILT(ML)LIGHT YELLOWISH BROWN,BROWNISH <br /> e YELLOW,LIGHT GRAY IN HORIZONTAL LAYERS, <br /> SOFT(CRUMBLES EASILY),NO PLASTICITY, <br /> 0 <br /> MOIST-DRY <br /> w 1.2 <br /> i ML <br /> 0 <br /> w <br /> z <br /> z <br /> w <br /> Y <br /> 15 Cement Seal -- ---- <br /> SP SILTY SAND(SP1 LIGHT YELLOWISH BROWN, <br /> m -- 10YR BROWNISH YELLOW,LIGHT GRAY,LOOSE AND I <br /> \UNIFORM MOIST-DRY___________ <br /> c -_J <br /> li 2SY SILT ML LIGHT YELLOWISH BROWN,BROWNISH <br /> 'w 7rz YELLOW,LIGHT GRAY IN HORIZONTAL LAYERS, <br /> ABUNDANT MICA GRAINS,NO PLASTICITY,MORE <br /> 2.3 COHESIVE THAN SILT ABOVE <br /> U <br /> ML <br /> u <br /> 20- <br /> 0 <br /> 0 <br /> u <br /> z <br /> rc <br /> O <br /> m <br /> F-40.1 <br /> (Ba7)(1e8)(e-e0) SHEET 1 OF 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.