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- Septic System Management Plan , .,. <br /> UNIVERSITY for Above Grade Systems <br /> OF MINNESOTA <br /> Your Septic System \�'V <br /> 7 <br /> 1 n ____-Cleanout <br /> Manhole <br /> Inspection pipe-, <br /> . z,'' • <br /> 'l' '::?fl'i''' '-'Till ..i....... .., ,' <br /> • s f <br /> �. .� <br /> 110slyd-• & z, ,, 'i,.r ;''';''''' ','-i 4'- *7'::`..4 <br /> 7 <br /> YF ' -_hr[OfiOad <br /> M1 Sn' r5d 1, - <br /> talent dearmut_— c r n£ x yy's � `• <br /> Cross-section of mound Distribution media r <br /> Inspection pipe try fill <br /> .Sand..'. .. .• --- •. <br /> Fr;nn prank -.---�1-� is rc l <br /> Naturalsoil to lIim ting condition <br /> V <br /> -- _ .;S}tvta[vd3mk5edw,ck ,_ <br /> Septic System Specifics <br /> System Type: Q I iQ II QIII QIV* Q V* n System is subject to operating permit* <br /> (Based on MN Rules Chapter 7080.2200—2400) n System uses UV disinfection unit* <br /> *Additional Management Plan required Type of advanced treatment unit <br /> Dwelling Type Well Construction <br /> Number of bedrooms: 5 Well depth(ft): na <br /> System capacity/design flow(gpd): 750 ❑ Cased well Casing depth: <br /> Anticipated average daily flow(gpd): 250 ❑ Other(specify): <br /> Comments Distance from septic(ft):>50 feet <br /> Business? :QY Q N What type? Is the well on the design drawing? (DIY Q N <br /> Septic Tank <br /> ❑ First tank Tank volume: 1250 gallons ❑ Pump Tank 1500 gallons <br /> Does tank have two compartments? QY O N ❑ Effluent Pump make/model: <br /> ❑ Second tank Tank volume: 1000 gallons Pump capacity 36 GPM <br /> ❑ Tank is constructed of Concrete TDH 21 Feet of head <br /> ❑ Effluent screen:®Y O N Alarm (Y Q N ❑ Alarm location In house <br /> Soil Treatment Area (STA) <br /> Mound/At-Grade area(width x length):46 ft x 99 ft <br /> 1-1 Rock bed size(width x length): 10 ft x 63 ft Inspection ports a Cleanouts <br /> Location of additional STA: Located on site map Surface water diversions <br /> Type of distribution media: rock 0 Additional STA not available <br /> - 2 - <br />