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Minnesota Pollution OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agency <br /> OF Ml\ti ESOTA �.,,�`. <br /> Property Owner/Client: Bolus Property 1 Project ID: I v 03.19.15 <br /> 1 Site Address:1Lot 5{site 8i i Date: 6'231 5 , <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design now I 750 'Gallons Per Day IGPDi Note: The estimated design flow is considered a peak flow rate <br /> including a safety factor. For tong term performance, the average <br /> B. Septic Tanks: daily flow is recommended to be 60, of this value. <br /> Minimum Code Required Septic Tank Capacity:' 2250 I Gallons.in ; 2 !Tanks or Compartments <br /> Recommended Septic Tark Capacity: 2250 Gallons,in 2 'Tanks or Compartments <br /> Effluent Screen: no Alarm:; ro 1 <br /> C. Holding Tanks Only: <br /> Minimum Code Required Capacity: lGaiions,ir, 1Tanks <br /> Designer Recommended Capacity: 'Gallons,in l 'Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tank 1 Capacity(Code Minimum is Gallons Pump Tank 2 Capacity iCode minimum): !Gallons <br /> Pump Tank 1 Capacity ibesigner Reci• Gallons Pump Tank 2 Capacity iDesigner Reci: ;Gallons <br /> Pump 1 GPM Total Head 'ft Pump 21 GPM Total Head i ft <br /> Supply Pipe Dia. lir, Dose Volume: !gal Supply Pipe Dia.' in Dose Volume: gal <br /> 2. SYSTEM TYPE <br /> 0 Trench !'Bee , i c,,rc A:-maria 2 Gravey astnb.,tccri i ssre Dstr,h.r-�-.iva� ', <br /> rWess,.rr:nstnbi,aw•Lnievei <br /> Orp 0 Haamg-rack :'tier i 'Selection Required Benchmark Elevation: Sea Level ft <br /> Benchmark Location: <br /> System Type Type of Distribution Media: <br /> ,. _Dra.r`ec Roo _Registe-ed Treatment iteow.. <br /> ,,,0 Type I .._Type H Type Iii ` Type IV �.. Type V <br /> 1 I I <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 12 i in 1.0 ft B. Measured Land Slope 13.0 <br /> C. Elevation of Limiting Layer: 985.5 D. Soil Texture: Clay Loam I <br /> E. Loc.of Restricive Elevation: 1 F. Soil Hyd. Loading Rater 0.45 GPDrft' <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate:; 13.0 'MPI <br /> I. Code Maximum Depth of System: l Mound lir. Comments:j • <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area ft' Sidewall Depth! in Trench Width! ft <br /> t <br /> Total Lineal Feet ft Number of Trenches' Code Maximum Trench Depth in <br /> Contour Loading Rate' ft Designers Max Trench Depth! in <br /> Bed Design Summary <br /> Absorption Area <br /> P ft Depth of sidewatl in Code maximum Bed Depth in <br /> Bed Width jft Bed Length 'ft Designers Max Bed Depth In <br />