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Public Health D - <br /> Page o _ <br /> MADISON L DANE COUNsT', _ <br /> Hea[tay eob1acndlhinrn; potlli`T S OWNER'S MANUAL & MANAGEMENT PLAN <br /> FILE INFORMATION SYSTEM SPECIFICATIONS <br /> Owner: - i Tank Manufacturer: MtADe 0 NA <br /> Af ('f}-(,IC E fic,1l4 5 1 fej Septic 0 Dose 0 Holding Volume I e20(0 gal <br /> Permit I POWTS R I Tank Manufacturer: A'D 0 NA <br /> (N'Septc 0 Dose 0 Holding Volume 03 0 gal <br /> DESIGN PARAMETERS Vertical bistance Tank Bottom(s)to Service Pad: /_(' ft <br /> Number of Bedrooms: 4 0 NA Horizontal Distance Tank(s)to Service Pad: G__1 5 0 ft <br /> Number of Public Facility Units: 0 NA Specific servicing mechanics must be provide if vertical is>15 feet or if <br /> Estimated(average)Flow: 400 gal/day horizontal is>150 feet.Specific instructions on plan addendum. <br /> _ Design(peak)Row=estimated x 1.5: Coo 0 gat1day <br /> In Situ Soil Application Rate: gal/day/fie Effluent Filter Manufacturer C11e,C,iJ( ❑ NA <br /> Standard Domestic influent/Efr"tuent Monthly average Effluent Filter Model: F re) <br /> Fats,Oil&Grease(FOG) 0 mglL Pump Manufacturer: 6.-wws 0 NA <br /> Biochemical Oxygen Demand(BOD5) 5220 mgt! 0 NA Pump Model: e po L.`( A-L <br /> Total Suspended Solids(T SS) _S150 mg/L Pretreatment Unit <br /> f <br /> High Strength Influent/Effluent Monthly average Manufacturer: f <br /> Fats,Oil&Grease(FOG) >30 mg/L 0 Mechanical Aeration 0 Peat Filter t <br /> Biochemical Oxygen Demand(BOD5) >220 mg/L R'NA 0 Disinfection 0 Wetland r4 NA 1 <br /> Total Suspended Solids ITSS) >150 mg/L 0 Sand/Gravel Filter 0 Other: t <br /> I Pretreated Effluent Monthly average Soil Absorption System 1 <br /> Biochemical Oxygen Demand(BOD5) 530 ma/L 0 In-Ground(gravity) 0 In-Ground(pressure) 0 NA f <br /> 1 Total Suspended Solids(TSS) s30 mg/L 0 NA 0 At-Grade 0 Mound <br /> 1 Fecal Colifonn(geometric mean) <_104 cfu/100m1 0 Drip-Line 0 Other: <br /> Maximum Effluent Particle Size: i/3 in dia. 0 NA 1 i <br /> Other. I 'NA Other: �NAI <br /> 1 i <br /> I <br /> MAINTENANCE SCHEDULE - <br /> IService Event I Service Frequency <br /> I Pump out contents of tank(s) I 0 When combined sludge and scum equals one-third(1/3)of tank volume. <br /> i 0 When the high water alarm is activated. <br /> inspect condition of tank(s) I At least once very 3 years_ 0 NA <br /> Inspect dispersal cells(s) I At least once very 3 years. _ 0 NA I <br /> Clean effluent n 1-filter ki ❑ NA} <br /> Inspect pump,pump controls&alarm 1 kkii, N p1,k,(,P / Au �,m J - 0 NA 1 <br /> Flush laterals and pressure test <br /> 10 NA1 <br /> Other: j 0 NA <br /> Other: J 0 NA I <br /> MAINTENANCE INSTRUCTIONS <br /> Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications:Master Plumber, Master <br /> Plumber Restricted Sever, POWTS Inspector, POWTS Maintainer, Septage Servicing Operator (pumper).Tank inspections must include a visual <br /> inspection of the tank(s)to identify any missing or broken hardware,identify any cracks or leaks,measure the volume of combined sludge and scum and <br /> a check for any back up or ponding of effluent on the ground surface.If the volume of sludge and scum is less than one—third(1/3)of the liquid volume <br /> of the tank,the tank does not need to be pumped and identifying cracks in floor or walls of the tank may not be possible at that time.The dispersal cell(s) <br /> shall be visually inspected to cheek the effluent levels in the observation pipes and to check for any pending of effluent on the ground surface.The <br /> ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority_ <br /> When the combined accumulation of sludge and scum in any treatment tank equals one-third(113)or more of the tank volume,the entire contents of the <br /> tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113;Wisconsin Administrative Code. <br /> 3I512D10-PO TSMGTplan.dcc <br />