My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARLAN
>
10842
>
3500 - Local Oversight Program
>
PR0545272
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/31/2020 6:00:03 PM
Creation date
1/31/2020 4:30:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545272
PE
3528
FACILITY_ID
FA0006898
FACILITY_NAME
RAMOS OIL-FRENCH CAMP
STREET_NUMBER
10842
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19333028
CURRENT_STATUS
02
SITE_LOCATION
10842 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
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.
/
133
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
LEE & PIERCE, INC. LOG OF WELL MW1 <br /> { <br /> PROJECT Beneto, Inc. FC LOCATION 10842 S. Harlan Rd, French Camp PROJECT NO. 06516 <br /> DATE DRILLED 09/05/06 LOGGED BY John Lane REVIEWED BY John Lane, RG 6795 <br /> DRILLING CO. Spectrum Exploration DRILLER Tony Young METHOD Hollow Stem Auger <br /> BORHOLE DIAMETER 8 in DEPTH DRILLED 32 ft DEPTH TO WATER: INITIAL 22 ft. STATIC 20.96 ft <br /> CASING TYPE PVC DIAMETER 2.0 in. SCHEDULE 40 CASING INTERVAL 0 ft. TO 17 ft. <br /> SCREEN TYPE PVC DIAMETER 2.0 in. SLOT SIZE 0.020 SCREEN INTERVAL 17 ft. TO 32 ft. <br /> FILTER PACK TYPE #3 Monterey Sand INTERVAL 15 ft. TO 32 ft. <br /> SURFACE SEAL TYPE Neat Cement Grout over hydrated bentonite chips INTERVAL Oft TO 15 ft. <br /> NOTES: Completed with grade level well box <br /> WELL DEPTH P.I.D. SAMPLE USC <br /> DETAIL (feet) (ppm) ID LOG SOIL DESCRIPTION <br /> 0 0--3' Asphalt over fill material <br /> r 2. . . E-_. FILL <br /> �1; 4 <br /> " Blow Cnt 3/5-11.5/15' f <br /> 6 12/19/22 Sandy silt: 30%fine sand; 70%fines; no dry <br /> strength, rapid dilatancy, low toughness, <br /> 3 8 ML low plasticity, v. stiff, It. brown, no odor,tr.organics <br /> at depth,dry-moist, iron oxide, blocky <br /> 10 Blow Cnt <br /> ,. 0.1. 9/12/13 <br /> 12 <br /> t <br /> i <br /> 14 <br /> Blow Cnt ML 11.5/15-16.5/20' <br /> 16 0.3 7/11/16 Silt w/sand: 20%fine sand; 80% fines; N-L dry strgth, <br /> rapid dilatancy, low toughness, low plasticity, <br /> 18 v.stiff, It. brown, no odor, no organics, moist <br /> 20 MWI-20.51 V <br /> 0.1 Blow Cnt' MH 16.5/20-25.5' J <br /> 22 5/10/12 Elastic Silt: 10%fine sand; 90%fines; L-M dry strgth, I <br /> slow dilatancy, L_M toughness, L-M plasticity, <br /> 24 ' V. stiff, It. brown, no odor, moist-wet, CaCO3 veins <br /> 0.2 Blow Cnt I <br /> 26 9/21/24 25.5-30.75' <br /> Silty clay w/sand: 20%fine sand;80%fines; medium <br /> 28 CUMH dry strength, slow dilatncy, M tghness, M plasticity, <br /> v. stiff, It. brown, no odor, no organics,wet <br /> 30 0.2 <br /> MW1-31 SC 30.75-32' <br /> 32 Blow Cnt Clayey sand: 60%fine sand, 40%fines <br /> 9/15/16 <br /> 34 <br /> 36 <br /> 38 ' <br /> 40 <br /> I <br /> y J <br />
The URL can be used to link to this page
Your browser does not support the video tag.