My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0009372 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
D
>
DE VRIES
>
23627
>
2600 - Land Use Program
>
PA-1200192
>
SU0009372 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/22/2019 10:36:54 AM
Creation date
9/4/2019 5:25:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009372
PE
2632
FACILITY_NAME
PA-1200192
STREET_NUMBER
23627
Direction
N
STREET_NAME
DE VRIES
STREET_TYPE
RD
City
LODI
Zip
95240-
APN
00304003
ENTERED_DATE
10/5/2012 12:00:00 AM
SITE_LOCATION
23627 N DE VRIES RD
RECEIVED_DATE
10/5/2012 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
Supplemental fields
FilePath
\MIGRATIONS\D\DE VRIES\23627\PA-1200192\SU0009372\NL STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
93
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
Soil Snimbditt M Nitrate 1.oadin¢Ymdv Page <br /> Proposed Oak Farm Vine,mds E"rsinu,Lodi CA <br /> Pmject No 670 tC <br /> Imre 17,2013 <br /> i.0 SOIL PROFILE <br /> 5.1 Soil Profile <br /> Soils in this part of San Joaquin County generally consist of a mixture of clay. silt-and sand <br /> with some gravel This material is derived from the Sierran range, and clasts consist mostly <br /> of mineral grains such as quartz. feldspars. hornblende, and volcanic rock fragments. Clays <br /> are most conmmonly derived from the breakdown of(rock fragments, feldspar. and mica. The <br /> sediments are deposited by the action of rivers, in this case, primarily the Mokelumne. The <br /> surface and near surface deposits are generally referred to as the Mehrton Formation. <br /> According to the 1992 report, Soil Survey of San Joaquin County, California, prepared by <br /> the C S. Agriculture Department, Soil Conservation Service, the soil on the site is part of the <br /> Tokav-Acampo association `.1,1aderate1v hell drained and weltdrained mare rarelt courve- <br /> terntred suds that are nmkleraielr deep to a cemented hardpan or are Pere deep. (mlcnr for <br /> terraces". There are several specific on-site soil types. The area along the creek bed that <br /> forms the north boundary is known as Merritt silty clav loam, partially drained, 0 to 2% <br /> slopes. The area occupied by the eastern vineyard is Columbia fine sandy loam, partially <br /> drained, 0 - 24u slopes. The area occupied by the westem vineyard is Kingdom fine sande <br /> loam, 0 - 2% slopes. The area occupied by the present and proposed buildings as well as <br /> some of the vineyard is underlain by Tokav fine. sandy-loam, 0 to 2°o slopes. This is very <br /> deep, well drained nearly level soil on low fan terraces. To depths of about 19 inches. it is <br /> gravish brown fine sandy loam. The subsoil is grayish brown and pale brown tine sandy <br /> loam to about 26 inched. From 26 to 60 inches, soil is pale brown fine sandy loam <br /> North American Technical Service (NATS) completed a geotechnical study of the on site <br /> soils (HATS, 2013) to deternine if the soil is suitable for the proposed building construction <br /> (Appendix C) As a part of the study, a 24-foot-deep soli boring was advanced on the site <br /> through the footprint of the proposed new winery. The boring log in the report generally <br /> confirms the observations of the soil surrey described above. T'he material encountered is <br /> described as brown silty-sand from the surface to 5 feet_ The soil from 5 to 24 feet is tan <br /> sandy silt <br /> Q Soils and Fluid Floe Characteristics <br /> The soil observed on the ,iTc was gencrally similar to what is described in the soil surve.' <br /> (ti SDA. 1992). Based on the soil tunings from the percolation test borings, and the geo-tech <br /> borings, the soils to a depth of 24 feet are silty and are expected to exhibit fair permeability. <br /> 7937 Veneman A ve..I B2141 Geo Phm.e Eminmmenial lnc. F'Irmw. (209)A.9-021): <br /> Modeam,CA 95356 Fax: 1"R)i69-029 <br />
The URL can be used to link to this page
Your browser does not support the video tag.