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SU0010975_SSNL
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SU0010975_SSNL
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Last modified
10/28/2020 5:09:51 PM
Creation date
9/6/2019 10:11:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010975
PE
2656
FACILITY_NAME
UP-96-0002
STREET_NUMBER
13400
Direction
W
STREET_NAME
MIDDLE
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
21204002
ENTERED_DATE
7/15/2016 12:00:00 AM
SITE_LOCATION
13400 W MIDDLE RD
RECEIVED_DATE
7/15/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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FilePath
\MIGRATIONS\M\MIDDLE\13400\UP-960002\SU0010975\SS NL STDY.PDF
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EHD - Public
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ATTACHMENT B: ANALYSIS OF EXISTING WASTEWATER <br /> MANAGEMENT SYSTEM REPORT <br /> August 22, 2016 <br /> FOR: Southwinds Church <br /> 31400 West Middle Road <br /> Tracy, CA 95378 <br /> PROJECT: Proposed Development of a New Worship Center(UP-96-0002). <br /> SUBJECT: Stage I Investigation and analysis of the existing wastewater management system. <br /> INTRODUCTION <br /> Chesney Consulting has been retained by Southwinds Church to complete an investigation of the <br /> existing wastewater management system, commonly referred to as a septic system, that currently <br /> serves the Church. The Church is currently in the process of expansion which includes the <br /> building of a new Worship Center, and needs this information so that there will be proper <br /> management of future wastewater flows. <br /> This document is Stage 1 of three separate Stages being conducted for the Southwinds Church. <br /> Stage 2 are Nitrate Loading/Soil Suitability Studies required by the San Joaquin County <br /> Environmental Health Department(EHD) for this project. Stage 3 is the design and operational <br /> parameters of the new septic system which will serve the entire facility, including the new <br /> Worship Center, and the increase in Parishioners. This document will be incorporated into the <br /> Appendix portion of the Nitrate Loading/Soil Suitability Studies report for this project. <br /> The current Church grounds came into existence circa 1999. Although Parishioner attendance <br /> was comparatively small, the original design engineer who designed the septic system had the <br /> foresight to initially enlarge the system so that it could support the eventual increase in <br /> attendance. <br /> In the intervening years, several changes have taken place regarding wastewater engineering as <br /> new science and technology have evolved concerning filtration, pressurization/equal distribution <br /> and nitrogen mitigation. However, one critical part of decentralized wastewater treatment has <br /> changed very little over the past several decades, and that is the septic tank. The principles of <br /> anaerobic digestion occurring within a tank will always remain static. The septic tank works <br /> passively because of biochemical reactions that will always occur. <br /> Page I of 4 <br /> Chesney Consulting <br />
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