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` ��� OSTP Design Summary Worksheet UNIVERSITY ��� t <br /> Minnesota Poilution OF MINNESOTA F <br /> Contro1 Agency � t�.� <br /> PropenyOwneNu3e�t: John Lein �oj��D:�� v tt.o9.22 <br /> sice�ddress: 2T00 6th Ave N Orona MN Propased lot 2 Site A <br /> 1. AVERAGE DESIGN FLO�W: <br /> A. Design F[ow: 7�0 Gallons Per Ddy(GPD) Note: The estirtwted design flav is considered o peak jlow rote fncluding a sajety <br /> factor.For lo+►g term perJomronte,the averaqe dnily jlow is recommended to be< <br /> B. Septic Tank capacity: 2250 Gattons 60%01 Mis vvlue. <br /> �, Number of Septic Tonks or Comportments: �2� Effluent Screen&Aiarm? OptiOnal <br /> Type�Sal Tre�ne�t and Dispersal Ar�ea• Type oF DisU'd�ution* <br /> O T�►+a O e�a p. aw�,r�d A�d� <br /> Q Grarity Disdibution QQ Prenwe D'sh�u6on-Levd Q Pressure Dis6ibution-Unkvel <br /> O�D�. O HdQm9 Tar�c O <br /> *Selection Rec�ired Benchmark Etev= 1010 ft <br /> syscem rype senchmark Location: top of iron � <br /> �Type I ❑Type II �Type Itl ❑Type IV ❑Type V TYpe of Distribution N�dia: <br /> Rotk <br /> D. Plimp Tank f Capacity; ��GaUons Aump Tahk 2 Capacity: �G�illais <br /> 2. SITE EVALUATION: <br /> A. Depth to Limiting Luyer: 12 inches 1.0 ft Elevati� 8 Location of Limiti�Layer: qq2,6 ft <br /> B. Meawred Percent tand Slope: 12.0 % 0.0 L«ation: Shoulder <br /> C. Soil Texture: �� L.oart1 Perc Rate• ��A,1pl <br /> D. Soil Hydraulic Loading Rate: 0.60 GPD/ft2 E.Contour Loading Rate 12.0 Gal/ft <br /> 3. DESIGN SUMMARY <br /> Trench Desi�Summary <br /> Dispersal Area C�� Sidewalt Depth ��in Trench Width �in <br /> Totat Lineal Feet �ft Number of Trenches �� Maximum Trench Depth �in <br /> Designers AAax Trench Depth in <br /> Bed Design Summary <br /> Absorption Area C�ftz Media Below Pipe ���in Bed Length ��ft <br /> Bed Width ��ft Maximum Bed Depth C�;n DesSgners Max Bed Depth �in <br /> AAound Desi�Summary <br /> Absorption Area 625 ft2 Bed l.en8th 63 ft Bed Width 10.0 ft <br /> Absorption Width 20.0 ft Clean Sand Lift 2.0 ft Berm Width (slope 0-1%)��ft <br /> Upslope Berm Width 11.0 ft Downslope Berm Width 25.0 ft Endslope Bem►Width 16.0 ft <br /> Total System Length 95 ft Total System Width 46 ft <br /> At-Grade Desi�Summary <br /> Absorption Bed Width C�ft Absorption Bed Length ��ft System Height ��ft <br /> Absorption Bed Area �f� Upsl�e Berm Width �_�ft Downstope Berm Width C�ft <br /> Endslope Benn Width �ft System Length ��ft System Width ��ft <br />