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2004/06/09 - SANITARY - SAN - Other
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TOWN OF JACKSON
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5745
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2004/06/09 - SANITARY - SAN - Other
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Last modified
3/5/2020 9:56:00 PM
Creation date
9/30/2017 8:47:03 PM
Metadata
Fields
Template:
Property Files v2
Document Date
6/9/2004
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
5745
Pin Number
07-012-2-40-15-26-5 05-004-030000
Legacy Pin
012422606800
Municipality
TOWN OF JACKSON
Owner Name
CHARLES R & NANCY E MAGOON TRUST
Property Address
27631 JAMIE LN
City
WEBSTER
State
WI
Zip
54893
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POWTS OWNER'S MANUAL MANAGEMENT PLAN <br /> FILE INFORMATION SYSTEM SPECIFICATIONS <br /> Owner Co'�od -A, {-yup pEKl' Septic Tank Capacity 1,000 gal p NA <br /> Permit# /`3 Septic Tank Manufacturer Cpwut CQ%rdza✓ o NA <br /> DESIGN PARAMETERS Effluent Filter Manufacturer A 97 ❑NA <br /> Number of Bedrooms I00gpd/bedroom 2-Cp ❑NA Effluent Filter Model ]op $ ❑NA <br /> Number of Commercial Units NA Pump Tank Capacity gal lr9 NA <br /> Estimated flow(average)* 3M gal/day Pump Tank Manufacturer CffNA <br /> Design flow(peak),estimated x 1.5* gal/day Pump Manufacturer IM NA <br /> Soil,Application Ratep,7 gallday Pump Model SNA <br /> Pretreatment Unit Pr NA <br /> InfluentlEffluent Quality(NAX) Monthly Average** ❑ Sand/Gravel Filter ❑ Peat Filter <br /> Fats.Oil&Grease(FOG) < 30 mg/L ❑Mechanical Aeration ❑ Wetland <br /> Biochemical Oxygen Demand(BODs) 220 mg/L [3 Disinfection ❑ Other: <br /> Total Suspended Solids(TSS) Manufacturer: Model: <br /> <_250 mg/L Dispersal Cell(s) <br /> Pretreated Effluent Quality JR Monthly Average*** <br /> $I In-ground(gravity) E3MIn-ground(pressurized) <br /> Biochemical Oxygen Demand(BODs) < 30 mg/ ❑ At-grade ❑ <br /> Total Suspended Solids(TSS) Mound <br /> Fecal Coliform(geometric mean) 5 30 m100 ❑ Leaching <br /> ❑ Other: <br /> <]0 cfu/100m1 ❑ Leaching Chamber Manufacturer <br /> Maximum Effluent Particle Size 1/8 inch diameter Model Approval Stipulation <br /> *Wastewater Flow Verification on and calculations: Soil Application Rate • pd/f e Area Req.�2 ft <br /> (Other than bedroom based) Absorption Area Credit per unit 3/, 1 fl <br /> Minimum Number of Chambers /t-/ <br /> ❑Aggregate Design Flow/Loading Rate= ftz min <br /> ** Values typical for domestic(non-commercial wastewater Materials:all materials must comply with WI Adm.Code <br /> and septic tank effluent. COMM84 and be installed per manufacturers specifications <br /> ***Values typical for pretreated wastewater. and approval letters. <br /> DESIGN CRITERIA <br /> ❑"Wisconsin At-grade Soil Absorption System,Siting,Design&Construction Manual"(Converse et.al.1990) <br /> ❑"Wisconsin Mound Soil Absorption System:Siting,Design&Construction Manual"Converse,J.C.and E.J.Tyler. <br /> Publication 15.22 <br /> ❑"Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems"Publications 9.6 <br /> ❑ "Design of Conventional Soil Absorption Trenches and Beds". R.J.Otis-ASAE Publications 5-77 and"Design Manual- <br /> Onsite Wastewater Treatment and Disposal Systems".EPA 625/1-80-012 October 1980 <br /> ❑ SBD- 10570-P(R.6/99)"At-Grade Component Manual Using Pressure Distribution" <br /> / ❑ SBD- 10567-P(8.6/99)"In Ground Absorption Component Manual" <br /> 0 SBD-10705-P(N.01/01)"In Ground Soil Absorption Component Manual"Version 2.0 <br /> ❑ SBD-10628-P(N.6/99)"Recirculating Sand Filter System Component Manual' <br /> ❑ SBD- 10656-P(N.6/99)"Split Bed Recirculating Sand Filter System Component Manual" <br /> ❑ SBD - 10572-P(8.6/99)"Mound Component Manual" <br /> ❑ SBD - 10691-P(N.01/01)"Mound Component Manual"Version 2.0 <br /> ❑ SBD - 10595-P(8.6/99)"Single Pass Sand Filter Component Manual" <br /> ❑ SBD - 10657-P(8.6/99)"Drip-line Effluent Disposal Component Manual" <br /> ❑ SBD - 10573-P(R 6/99)"Pressure Distribution Component Manual" <br /> ❑ SBD - 10706-P(N.01/01)"Pressure Distribution Component Manual"Version 2.0 <br /> ❑ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units <br /> MAINTENANCE AND MANAGEMENT <br /> MAINTENANCE MONITORING SCHEDULE <br /> Service Event Service Frequency <br /> Inspect condition of tank(s) At least once every ❑ months ®year(s) (Maximum 3 yrs.) <br /> Pump out contents of tank(s) When combined sludge and scum equals one-third(1/3)of tank volume <br /> Inspect dispersal cell(s) At least once every ❑ months ❑year(s) (Maximum 3 yrs.) <br /> Clean effluent filter At]east once every ❑months ❑year(s) <br /> Inspect pump,pump controls&alarm At least once every ❑months ❑year(s) NA <br /> Flush laterals and pressure test At least once every ❑months ❑ year(s) QJ NA <br /> Valves At least once every ❑ months ❑ year(s) M NA <br /> Other: At least once every ❑ months ❑year(s) JR1 NA <br /> pace of <br />
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