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UNIVERSITY Septic System Management Plan <br /> for Above Grade Systems <br /> OF MINNESOTA <br /> Your Septic System <br /> -_Cleanout <br /> Manhole <br /> IeSpttibe- <br /> . ► <br /> Pump _ - • � - ,.. <br /> -Perforated <br /> lawalcl noot.• , <br /> Cross-section of mound DnmEueon media -42 <br /> Inspetlton ppe- 'lWrtry fell-- <br /> Ve9era0on - .and •1• <br /> _ Sy trni,w <br /> Naturalsad` to gconddto. r • <br /> Septic System Specifics <br /> nSystem is subject to operating permit* <br /> System Type:QIOII OBI OIV*©V* ❑ System uses UV disinfection unit* <br /> (Based on MN Rules Chapter 7080.2200—2400) Type of advanced treatment unit <br /> *Additional Management Plan required <br /> Dwelling Type Well Construction <br /> Number of bedrooms: y ,.Aj• 11,VWe11 depth(ft): <br /> System capacity/design flow(gpd): 750 n Cased well Casing depth: <br /> Anticipated average daily flow(gpd): 750 ri Other(specify): <br /> Comments Distance from septic(ft): <br /> Business? What type? Is the well on the design drawing?©Y Q N <br /> Septic Tank <br /> nnOne tank Tank volume: gallons ✓I Pump Tank 1300 gallons <br /> Does tank have two compartments?©Y ON ❑ Effluent Pump make/model: <br /> I I Two tanks Tank volume: 1300 gallons Pump capacity GPM <br /> ❑ Tank is constructed of TDH Feet of head <br /> Effluent Screen type: ❑ Alarm location <br /> Soil Treatment Area (STA) <br /> Mound/At-Grade area(width x length): 36 ft x 83 ft Cleanouts or inspection ports <br /> Rock bed size(width x length): 10 ft x 63 ft Surface water diversions <br /> Location of additional STA: see drawing Additional STA not available <br /> r <br /> - 2 - <br />