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SU0006416 SSNL
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SU0006416 SSNL
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Last modified
5/7/2020 11:32:23 AM
Creation date
9/6/2019 11:05:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006416
PE
2622
FACILITY_NAME
PA-0700011
STREET_NUMBER
18424
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
ESCALON
Zip
95320
APN
20507072
ENTERED_DATE
1/30/2007 12:00:00 AM
SITE_LOCATION
18424 E LOUISE AVE
RECEIVED_DATE
1/30/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LOUISE\18424\PA-0700011\SU0006416\SS STDY.PDF
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EHD - Public
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(§ 1.0) INTRODUCTION <br /> Frand <br /> s Soil Suitability Study presents the results of my investigation concerning the soil characteristics <br /> groundwater under the subject property, as referenced on the Tentative Map and on the Title <br /> ge. This study was completed to satisfy the requirements of the San Joaquin Environmental <br /> Health Department (EHD), specifically: 1.) To determine if the two Parcels proposed to be created <br /> are acceptable for the proper operation of a septic system which will function as intended for its <br /> anticipated lifespan, and 2.) Provide analysis and recommendations based upon the environmental <br /> criteria encountered in this study. My report is in compliance with the requirements for a Soil <br /> Suitability Study under Development Title Section 9-1105.2 Item (d) of the San Joaquin County <br /> Ordinance Codes. <br /> Within the text of this Report, bolded Section (§) numbers will be referenced at the beginning of an <br /> applicable sentence,paragraph or Appendix that correspond with the EHD Requirements Checklist <br /> for Soil Suitability Studies. <br /> (§ 2.1, 4.2 and 4.4) The findings of this study conclude that the soils underlying the project are <br /> conducive for the proper operation of a septic system for a fixed,but indeterminable lifespan. The <br /> greatest problem to a potential septic system installed on the tested Parcel would be from root / <br /> intrusion from the surrounding peach orchard. However, the Applicant's are not proposing to install / <br /> any strDibro <br /> h a septic system upon this Parcel. <br /> The twter constituents sampled for EHD requirements mtrate, d the agrichemicals <br /> DBCPchloropropane) and EDB (Ethylene Dibromide .:Analytical ater test results from <br /> the well 1 reveal a relatively high nitrate concentratio at 39 ppm, b,t below the Maximum <br /> Contaminant Level (MCL). DBCP and EDB were found to be on-detect. The high nitrate well <br /> water concentrations can be attributed to the surrounding intensel - ed"land use for the past six <br /> decades. <br /> (§ 2.0) SUBJECT SITE AND STUDY AREA BACKGROUND INFORMATION <br /> (§ 1.1 n 1.2 el area, orientations, and structures are denoted on the attached Tentative Map, <br /> foun i pe dix The purpose of this project is to subdivide an existing 46.13 acres into a 2.74 <br /> acre P el l, d a esignated Remainder of 43.39 acres. There is no proposal to construct a single <br /> family res' (SFR) structure on proposed Parcel 1 and there is also no proposal to build on the <br /> Designated Remainder. Parcel 1 has a SF)t structure, along with a mobile home and a detached <br /> Quonset-type garage. These structures 7),6_ denoted on the attached Tentative Map,with each SFR <br /> having individual septic systems. (§ 3.1 <br /> It is possible EHD would support second unit dwellings on <br /> proposed Parcels 1 and the Designated Remainder, if it is in compliance with the Planning <br /> Department. This would give a total of four septic systems on 46.13 acres, or one system per 11.53 <br /> acres. This can be considered very low density and would contribute an extremely small volume of <br /> nitrogen in comparison to the subject property orchards. <br /> Page -1- <br /> Chesney Consulting <br />
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