2004/06/09 - SANITARY - SAN - Other

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POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATION SYSTEM SPECIFICATIONS Owner ONAL-D �R1J><T H of psokr Septic Tank Capacity gal [3 NA Permit# % 9/Z Septic Tank Manufacturer rouNjCo*aRnt.[]NA Effluent Filter Manufacturer k ppL.L=. ❑NA DESIGN PARAMETERS ❑NA Number of Bedrooms I00gpd/bedroom =0 ❑NA Effluent Filter Model A lot) NA Number of Commercial Units NA Pump Tank Capacity gal O Iffi Estimated flow(average)* SOD gal/day Pump Tank Manufacturer NA Design flow(peak),estimated x 1.5* gal/day PSP Manufacturer tgf NA Pump Model O NA Soil Application Rate 0" gal/day Pretreatment Unit UKNA influent/Effluent Quality(NA Monthly Average" ❑ Sand/Gravel Filter ❑ Peat Filter Fats.Oil&Grease(FOG) < 30 mg/L ❑Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand(BODS) 220 mg/L ❑ Disinfection ❑ Other: Total Suspended Solids(TSS) Manufacturer: Model: <250 mg/L Dispersal Cell(s) Pretreated Effluent Quality❑ Monthly Average*** JR1 In-ground(gravity) ❑ In-ground(pressurized) Biochemical Oxygen Demand(BODS) < 30 mg/L ❑At-grade ❑Mound Total Suspended Solids(TSS) < 30 mg/L ❑ Drip-line ❑ Other: Fecal Coliform(geometric mean) <I0+cfu/100ml ❑Leaching Chamber Manufacturer 0 FuSei Maximum Effluent Particle Size 1/8 inch diameter Model Approval Stipulation *Wastewater Flow Verification on and calculations: Soil Application Rate7/ftz Area Req. (Other than bedroom based) Absorption Area Credit per unit ft2 Minimum Number of Chambers ❑ Aggregate Design Flow/Loading Rate= W min ** Values typical for domestic(non-commercial wastewater Materials:all materials must comply with WI Adm.Code and septic tank effluent. COMM84 and be installed per manufacturers specifications ***Values typical for pretreated wastewater. and approval letters. DESIGN CRITERIA ❑"Wisconsin At-grade Soil Absorption System,Siting,Design&Construction Manual"(Converse et.al.1990) ❑"Wisconsin Mound Soil Absorption System:Siting,Design&Construction Manual"Converse,J.C.and E.J.Tyler. Publication 15.22 ❑"Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems"Publications 9.6 ❑"Design of Conventional Soil Absorption Trenches and Beds". R.J.Otis—ASAE Publications 5-77 and"Design Manual— Onsite Wastewater Treatment and Disposal Systems".EPA 625/1-80-012 October 1980 ❑ SBD—10570—P(R.6/99)"At-Grade Component Manual Using Pressure Distribution" ❑ SBD— 10567—P(8.6/99)"In Ground Absorption Component Manual" SBD— 10705—P(N.01/01)"In Ground Soil Absorption Component Manual"Version 2.0 ❑ SBD—10628—P(N.6/99)"Recirculating Sand Filter System Component Manual" ❑ SBD— 10656—P(N.6/99)"Split Bed Recirculating Sand Filter System Component Manual" ❑ SBD - 10572—P(8.6/99)"Mound Component Manual" ❑ SBD - 10691—P(N.01/01)"Mound Component Manual"Version 2.0 ❑ SBD - 10595—P(8.6/99)"Single Pass Sand Filter Component Manual" ❑ SBD - 10657—P(8.6/99)"Drip-line Effluent Disposal Component Manual" ❑ SBD - 10573—P(R 6/99)"Pressure Distribution Component Manual" ❑ SBD - 10706—P(N.01/01)"Pressure Distribution Component Manual"Version 2.0 ❑ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Frequency Service Event Inspect condition of tank(s) At least once every 3 ❑months 0 year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third(1/3)of tank volume Inspect dispersal cells) At least once every ❑ months ® year(s) (Maximum 3 yrs.) Clean effluent filter At least once every ❑ months 0 year(s) Inspect pump,pump controls&alarm At least once every ❑months ❑year(s) 0 NA Flush laterals and pressure test At least once every ❑months ❑year(s) ® NA Valves At least once every ❑ months ❑year(s) ® NA Other: At least once every ❑ months ❑year(s) 0 NA Page_of