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ARCHIVED REPORTS_MONIT RPTS
EnvironmentalHealth
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4200 – Liquid Waste Program
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PR0526172
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ARCHIVED REPORTS_MONIT RPTS
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Last modified
12/3/2020 7:43:29 PM
Creation date
8/5/2020 10:00:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
MONIT RPTS
RECORD_ID
PR0526172
PE
4242
FACILITY_ID
FA0017710
FACILITY_NAME
ANKA NORTHSTAR
STREET_NUMBER
401
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
24130052
CURRENT_STATUS
01
SITE_LOCATION
401 S AIRPORT WAY
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\4200 - Liquid Waste\A\AIRPORT WAY\401\PR0526172\MONIT RPTS.PDF
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EHD - Public
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i <br /> a CHARTER PROPERTIES <br /> DECENTRALIZED TREATMENT FOR LIN FAMILY PROPERTIES <br /> ' DRAFT <br /> DECEMBER 2008 <br /> 3i <br /> 1.0 OVERVIEW <br /> E <br /> This report presents the preliminary land requirements and probable costs for a <br /> 0.12 million gallon per day (MGD) decentralized subsurface domestic wastewater <br /> dispersal system for the 400 acre Lin Family Property located near Tracy in San Joaquin <br /> County. This decentralized wastewater system evaluation has been done in consideration <br /> of the onsite wastewater system requirements of the San Joaquin County Environmental <br /> Health Department and the upcoming new California State Onsite Wastewater System <br /> Regulations, as required by Assembly Bill 885. These State Regulations are in the ficial <br /> public comment phase of the environmental review process, and are expected to be <br /> adopted by mid-2009. <br /> E{ <br /> Advantage's of the,decentralized wastewater system approach; such as phasing and low <br /> operation and maintenance costs will also be discussed. The 0.12 MGD design flow is <br /> used in order to be consistent with a previous report, Preliminary Groundwater <br /> Investigation and Wastewater Facilities Planning Report, prepared by Eco:Logic <br /> Consulting Engineers (Eco-.Logic), dated March 2006 [1].. <br /> This report did not involve any further field investigation. The existing site information <br /> cited in the Eco:Logic report was used, as well as site specific data from the United States <br /> Department of Agriculture(USDA)Natural Resources Conservation Service(MRCS), the <br /> Federal Emergency Management Agency (FEMA), and the United States Environmental <br /> Protection Agency (USEPA). <br /> u <br /> 2.0 DESIGN BASIS <br /> E 2.1 Wastewater Flow " <br /> F fF <br /> This analysis assumes an average dry weather flow(ADWF)of 120,000 gpd. The peak- <br /> wet <br /> eakwet weather flow(PWWF) includes ADWF and inflow and infiltration (I/1). Assuming <br /> an I/I of ten percent of the ADWF,the PWWF would be 132,000 gpd. 1/I is assumed to <br /> F occur duringwinter months December—March). Decentralized treatment system <br /> ( ) hz- A4 <br /> equipment is icalhr sized using the ADWF. 1/1 can be greatly reduced or eliminated in <br /> decentralized systems due to the shallow, small diameter pipelines used in the collection.ji <br /> system. <br /> f <br /> t <br /> ii <br /> Decentralized Treatment for I..in Family 1 SAB038100 <br /> December 2008 NAS AB038100',Documents120081219_LinPropWW_Dbf1 doc <br /> .3 <br /> t <br /> .3 <br />
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