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SU0003977 SSNL
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SU0003977 SSNL
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Last modified
5/7/2020 11:30:28 AM
Creation date
9/6/2019 11:13:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003977
PE
2622
FACILITY_NAME
PA-0200209
STREET_NUMBER
1807
Direction
N
STREET_NAME
MURRAY
STREET_TYPE
RD
City
LINDEN
APN
10506009
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
1807 N MURRAY RD
RECEIVED_DATE
5/21/2002 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MURRAY\1807\PA-0200209\SU0003977\SS STDY.PDF
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EHD - Public
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I. INTRODUCTION <br /> Dillon & Murphy was retained by Robert Dondero to perform a Soil Suitability <br /> Study for the property located at 1807 Murray Road, Linden, CA. The subject parcel <br /> number is APN 105-060-09. The purpose of the study is to determine the suitability of <br /> the property for septic tank usage as required by the County. The study was performed <br /> according to the requirements of Section 10100 of San Joaquin County Development <br /> Code. <br /> II. PROPOSED DEVELOPMENT <br /> The property is currently zoned AG-40. The Solari property consists of a 160 <br /> acre parcel (see appendix for map). It is proposed to divide two 80 acre parcels from <br /> the existing 160 acre property. There is an existing shop on Parcel. The proposed <br /> division is being done as a Minor Subdivision to create 2 new parcels. <br /> III. PRESENT AND PAST USE OF THE SITE <br /> Presently, Parcel 1 has a storage shed and row crops. Parcel 2 has <br /> row crops. Both parcels have agricultural wells. <br /> IV. EXISTING AND PROPOSED SEPTIC TANK USAGE <br /> Parcels 1 and 2 will require a septic system when they are developed. I <br /> have no knowledge of septic system failure on the property. There are no immediate <br /> plans to build houses on either parcel. <br /> V. GROUND WATER AND DEPTH TESTING <br /> According to the map of "Lines of Equal Depth of Water Wells" published <br /> Fall, 1999, by the San Joaquin County Flood Control and Water Conversation District, <br /> the depth to groundwater at this location is approximately 110 feet. (see appendix) <br /> VI. SOIL PROFILE AND PERCOLATION TESTS <br /> Two test holes were excavated to depths of 3.5 feet in the areas of the <br /> homesites. The purpose of the test holes was to determine percolation rates in these <br /> areas. For approximate locations of the test holes, see the Tentative Parcel Map in the <br /> Appendix. The holes were prepared in accordance with County Standards. <br /> 1 <br /> C:\0241\MURRY RD SOILS REPORT 082002 <br />
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