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Minnesota Pollution OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agency OF MINNESOTA <br /> Property OwnerlCiient:Boltis Property <br /> Project ID: I v 03.'9.15 <br /> Site Address:llot 6(site BI II <br /> Date:i 6.'23/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: i 750 'Gallons Per Day IGPDI Note: The estimated design flow is considered a peak flow rate <br /> P including a safety factor.For long term performance, the average <br /> B. Septic Tanks: <br /> daily flow is recommended to be< 60'7 of this value. <br /> Minimum Code Required Septic Tank Capacity:I 2250 I Gallons,in <br /> 2 (Tanks or Compartments <br /> Recommended Septic Tank Capacity:; 2250 i Gallons.ini II 2 Tanks or Compartments <br /> Effluent Screen:' no lI <br /> Atarm: no ' <br /> C. Holding Tanks Only: <br /> Minimum Code Required Capacity: [Gallons.in ITantts <br /> Designer Recommended Capacity:1 JGaltons.in 'Tanks <br /> Type of High Level Alarm: l <br /> D. Pump Tank 1 Capacity ICode Minimums:i Gauons <br /> 1 Pump Tank.2 Capacity!Code Mimmumi I 'Gallons <br /> Pump Tank I Capacity'Designer Recs: i 'Gallons Pump Tank 2 Capacity(Designer Req: <br /> Gallons <br /> i <br /> I <br /> Pump 11 'GPM Total Head Ift Pump 2I IGPM Total Head I Ift <br /> Supply Pipe Dia. in Dose Volume:I gal Supply Pipe Dia.! i <br /> tin Dose Volume:' 'gal <br /> 2. SYSTEM TYPE <br /> O Trench 3 Ben (#Mound 3 At-Graoe ' Grav/Di0.tx.trn 4.=rws.-e iii:RxtCr-,rYP <br /> Pressure JlitnDUf tln Uheve. <br /> "Dnp 3 Mawr Tank O Omer 1 I `Selection Required 9 Benchmaritclevation: Sea Levet Ift <br /> + 1 <br /> Benchmark Location: ( ; <br /> System Type I Type of Distnbution.Media: <br /> Type 1 I 7 Dra�ilsra Rc-r <br /> `� Type II Type III Type IV Type V I Reg+srrred Treatment'+-lec+a: <br /> II I <br /> 3. SITE EVALUATION: <br /> A. Depth <br /> yer: 16 lin I 1.3 Ift B. ,Measured Land Slope :i 6.0 I <br /> to Limiting g La , { <br /> C. Elevation of Limiting Layer:' 982.3 , D. Soil Texture:r Loam I <br /> E. Loc. of Restncive Elevation:I iF. Sod Hyd. Loading Rate: 0.60 GPD/ft <br /> G. Minimum Required Separation:! 36 lin 1 3.0 Ift H. aI <br /> Pert-.Rate:, 5.0 IMP; <br /> i. Code Maximum Depth of System: I Mound lin <br /> Comments I <br /> 4. DESIGN SUMMARY i <br /> Trench Design Summary <br /> 'Dispersal Areal ft' Sidewall Depth' +' ir. <br /> Trench Width' [ft <br /> Total Lineal Feet' ft Numoe cf Trenches ( <br /> I Code Maximum Trench Depth' lin <br /> Contour Loading Rate' i ft fin <br /> Max Trench Depth; <br /> Bed Design Summary <br /> Absorption Areal 'ft' Depth of sidewastl <br /> lin Code Maximum Bed Depth1 lin <br /> Bed Width' i 8 ft Bed Length[ Ift i <br /> Designers Max Bed Depth! m <br />