My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
89-150
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WALNUT
>
0
>
4200/4300 - Liquid Waste/Water Well Permits
>
89-150
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/23/2019 10:04:32 PM
Creation date
12/1/2017 11:33:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
89-150
Direction
N
STREET_NAME
WALNUT
STREET_TYPE
AVE
City
RIPON
SITE_LOCATION
BETWEEN N WALNUT AND N STOCKTON
RECEIVED_DATE
01/11/1989
P_LOCATION
CITY OF RIPON
Supplemental fields
FilePath
\MIGRATIONS\W\WALNUT\0\89-150.PDF
QuestysFileName
89-150
QuestysRecordID
1974596
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.
/
8
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
Camp, Dresser & McKee, Inc. <br /> Soll Boring Log <br /> Client Nestle Foods Site Ripon,.CA 1130-111 <br /> .loll No. Surveyed Elevation:Ground <br /> 6/14/88 M-10A Layne Western 20'' <br /> Date Drilled Well No. Boring Co. Top of Casing Screen Length <br /> Total Depth 114 Boring Method Used Air Percussion Hammer 4" PVC <br /> Plezomeler Casing Size&Type <br /> Field Geologist K. Kelly Organic Vapor Instrurnents UsedW26" <br /> ater Table Depth <br /> Depth Sarrp. Blows per 6' Sample Adv./ Org.Vap. <br /> Sample Description Strata. Equipment <br /> (feet) No. lbs. Interval Recov, -PPM Change Installed <br /> SM - Silty sand and fill, brown, very <br /> 0-5 fine grained, loose. <br /> 5 <br /> 5P - Sand, brown, fine to medium <br /> 5-10 grained, well sorted, loose, dry. Cement— <br /> SP <br /> emen!SP - Sand, as above <br /> 10-15 Sand <br /> 15 15' <br /> SP - Sand, as above, minor clay lenses <br /> 15-20 minor perched water at 19'. <br /> 20 <br /> SP - Sand, as above, no.clay, no water <br /> 20-25' <br /> sa ' <br /> 25 <br /> SP - Sand, as above, to 29'. <br /> 25-30 Water .table at 26' <br /> CL - Silty, sandy clay at 291. Stiff, 291 Schedule <br /> 30 moist to wet, brown. 40 PVC <br /> Inter- Casing— <br /> CL - Silty, sandy clay, as above, bedded <br /> 30-35 — minor silty sand layers. sand <br /> 35 and Volclay <br /> Interbedded CL - sandy clay and SP - clay. Grout <br /> 35-40 sand. Glay is brown, stiff. SP 3B, <br /> is brown, fine grained, fsir wate Sand <br /> 40 production. All SP - sand at 38` <br /> 40-45 Interbedded CL - sandy clay and <br /> 5 SP - Silty sand <br /> 4 <br /> Inter- <br /> Interbedded C1 - sandy clay and bedded <br /> 45-50 SM - silty sand d <br /> and I <br /> 50 clay <br /> I <br /> 50-55 Interbedded CL - Sandy clay and <br /> SM - silty sand <br /> 55 <br /> CL - Clay and SH - silty sand, as above 57' <br /> 55-60 to 571. Sand <br /> 60 SP - Rusty brawn sand, fine-grained, <br /> loose, good water production. <br /> Remarks: <br /> i. <br /> I <br />
The URL can be used to link to this page
Your browser does not support the video tag.