My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0003997 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GAWNE
>
17463
>
2600 - Land Use Program
>
MS-01-32
>
SU0003997 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:30:29 AM
Creation date
9/5/2019 10:40:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003997
PE
2622
FACILITY_NAME
MS-01-32
STREET_NUMBER
17463
Direction
E
STREET_NAME
GAWNE
STREET_TYPE
RD
City
STOCKTON
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
17463 E GAWNE RD
RECEIVED_DATE
8/23/2001 12:00:00 AM
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\G\GAWNE\17463\MS-01-32\SU0003997\SS 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.
/
34
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
4 " <br /> [1] INTRODUCTION <br /> This Soil Suitability Study presents the results of our investigation concerning the soil strata and <br /> groundwater under the subject property referenced on the Title Page. Our study was completed <br /> to 1.) Determine if the homesite Parcel that is being split-off will have acceptable percolation of <br /> septic effluent originating from a septic system which will function properly for its anticipated <br /> lifespan, and 2.) Provide recommendations based upon the environmental criteria encountered in <br /> this study. This study also analyzed water from the on-site domestic well for nitrate and the <br /> agrichemical DBCP/EDB concentrations. Our report is in compliance with the requirements for <br /> a Soil Suitability Study under Development Title Section 9-1105.2 Item (d) of the San Joaquin <br /> County Ordinance Codes. <br /> I <br /> [2] SUBJECT SITE AND STUDY AREA BACKGROUND INFORMATION <br /> The subject roe is currently zoned AG 40 and will consist of two Parce arcel 2 will be <br /> J property rh' Y <br /> the Van Vuren's residenti �1£c�xheix�uture house and will be 3.0 acre The remaining <br /> Parcel is referenced as Parcel 1 and will,be 86.89 acres, for a total 89.89 acres. These two <br /> Parcels are currently planted in pasture for the Van Vuren's organic dairy cows. The attached <br /> Tentative Parcel Map illustrates the designations and orientation of the subject Parcels and the <br /> locations of the percolation tests. <br /> As noted on the Tentative Parcel Map, th a is an existing irrigation well on Parcel 2. It is our <br /> understanding that this well is to be closed-in under permit and a new domestic well drilled to i <br /> serve the new residence. The topography of the site is flat; therefore, no design criteria for slopes <br /> would have to be incorporated into a possible repair or for the new septic system. On-site <br /> stormwater drainage will flow to the surrounding pasture land. <br /> The property is located east of the City of Stockton. The study area consists predominately of I <br /> agricultural production land - primarily vineyards, walnut orchards, row crops, and pasture land. <br /> Surrounding structures consist of low density single family housing, residential ranchettes and <br /> barns. Sewer hookups to the City of Stockton will be decades away and probably never. <br /> A review of Application Permits on file with the San Joaquin County Environmental Health <br /> Department shows there has been seven Applications for Repairs/Additions to septic systems <br /> within the one mile study area, with particular emphasis to houses on Gawne Road. All but one <br /> of these applications were for additional leachline drainage and seepage pits. Seven applications <br /> for septic system repair and additions within the study area can be considered a relatively high <br /> number. Although thhallow soils down to four ft consist of a silt cla /cla ilt and <br /> cemented silts hardpan, the deeper soils down to 25 ft are apparently conducive for acceptable, <br /> long-term sewage effluent management.T <br /> 1 <br /> vaffey Ag Research <br />
The URL can be used to link to this page
Your browser does not support the video tag.