My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
I
>
INDUSTRIAL
>
230
>
2900 - Site Mitigation Program
>
PR0009051
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2020 11:52:16 AM
Creation date
2/5/2020 10:01:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009051
PE
2960
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
01
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
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.
/
448
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
lll� 11 <br /> Camp, Dresser & McKee, I� • <br /> Soil Boring Log Well Installation and Completion Data <br /> Client Nestle Foods Company Site Ripon, Califorina Job No. 1130-111 Surveyed Elevation: Ground <br /> t 0713187 Well No. mge Boring Co. Layne To of Casio Screen Length 20.0' <br /> Date Drilled g P 9 9 <br /> Total Depth 112 Boring Method Used Air Permission Wammar Piezometer Casing Size & Type 4" Pyr. <br /> Field Geologist D. Fuller Organic Vapor Instruments Used _Nnaa Water Table Depth 25' <br /> Depth Samp. Blows per 6' Sample Adv./ Org. Vap. Sample Description Strata. Equipment <br /> (feel) No. lbs. Interval Recov. - PPM Change Installed <br /> Gravelly Sand (SW), grey-brown, mod. Gravelly <br /> ---- ---- sorted, med. to coarse grain, gravel to Sand <br /> 13 60-65 1/4", loose, wet 65' <br /> 65 <br /> Silty Clayey Sand (SM), brown, unsorted,Silty <br /> ____ 65-70 --- v. fine to med. grain, loose, wet Clayey <br /> Sand <br /> 70 14 70' Volclay <br /> Sand (SP), grey-brown, mod, sorted, Sand Grout <br /> 15 <br /> 70-75 -_-- fine to coarse grain mostly med.,loose, <br /> ---- ____ wet Good Water Production <br /> 75 75' <br /> Sandy Clay (FII.), brown, v. fine and fin Sandy <br /> —_ 75-80 _-- __-- sand, plastic, moist Clay <br /> 80 16 <br /> 80-85 ____ ____ 3. <br /> 17 -' <br /> Silty Clayey Sand (SM), brown, 40% silt <br /> 85 and clay, v. fine to med. grain sand, Silty 85' <br /> unsorted, stiff, moist Clayey <br /> and <br /> 85-90 --- ---- <br /> 90 0 90'- <br /> Sand (SW), grey-brown, poorly sorted, 3and Schedule <br /> 19 90-95 —_- fine to v. coarse grain, loose, wet 40 PVC <br /> Screen <br /> 95 0.010 Slot <br /> 97' <br /> Y0 95-100 Clay (CL), brown, slightly plastic, wet <br /> _—_ Clay <br /> 100 100' <br /> Sand (SW) with minor gravel to 1/4", Sand p3 <br /> ---- ---- poorly sorted, fine to coarse grain, Monterey <br /> 2] --- 100-10 loose, wet Sand <br /> 105 Good Water Production <br /> 107' <br /> 22 ---- 105-11( Clay (CL), brown , stiff, portions Clay <br /> ---- ---- of sample are indurated <br /> 110 110 <br /> 23 110-11 _- ---- Total Depth 112'- <br /> 115_ <br /> 115-120 <br /> 24 <br /> Remarks: <br />
The URL can be used to link to this page
Your browser does not support the video tag.