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� OSTP Design Summary Worksheet UNIVERSITY <br /> Minn�ea Po��u�n OF MINNESOTA <br /> Coritroi Agen�► v 11.05.31 <br /> Property Owner/Client: Keenan Ft Sveive (The Burwell Guest House) <br /> Site Address: 1100 Millston Road Orono, MN. 55356 <br /> 1. AVERAGE DESIGN FLOW: <br /> a De�g�F�ow: 450 Gatlons Per Day(GPD) Note: The esNmoted design jlow is considered o peak flow rate includtng a saJety <br /> jccmr.For lang term perJortnance,ihe m�ernge dnily�low!s recommended to 6e< <br /> g. Septic Tank capacity: <br /> 1500 Gallons 60%o�this value. <br /> �, Number of Septic Tcnks or Compartments: � Effluent Screen 8 AlcrmT NO <br /> Type of Soil TreaVnent and Dispersal Area* Type of Distributlon` <br /> O Trenc►ws O eed O Mound O At-�rade O c�avity Distrtbudon OO Pr�Dtstributio^-L.e�el O Pre�ure Distrtbutbn-Unlevd <br /> �Drip DBtrfbudon �N�-��ing Tanks Only <br /> 'Selection Required Benchmark Elev= 100 ft <br /> System Type Benchmark Location: Garage Floor <br /> Type of Distribution Media: <br /> ❑Type I 0 Type 11 ❑Type I I I ❑Type IV ❑Type V Rock <br /> p, Pump Tank 1 Capacity: <br /> 1000 Galtons Pump Tank 2 Capacity: Gallons <br /> �._. SITE EVALUATION: _ ._ <br /> p, pepih to Limiting Layer: 18 inches 1.5 ft Elevation of Limiting Layer: 84.5 ft <br /> B. Meowred Percent Lnnd 51ope: 5.0 % 0.0 <br /> C, Soil Texture: L.odlfly Sa�d� Percolation Rate: 13 Minutes per Inch <br /> p, Soil Hydrautic Loading Rate: 0.78 GPD/ft2 E.Contour Loading Rate 12.0 Gal/ft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Absorptlon Area �ftZ . Sidewall Depth ��� Trench Width ��in <br /> Total Lineal Feet ��ft Number of Trenches � �mum Trench Depth �in <br /> Designers Max Trench Depth in <br /> Bed Design Summary <br /> Absorption Area ��ft� AA�d�a Be�°W P�Pe ��i° Bed L�nBth ��ft <br /> Bed Width �ft Maxir�►um Bed Depth �in Designer's Max Bed Depth ��in <br /> Mound Design Summary <br /> Absorption Area 375 fl� ��n9� 38 ft Bed Width 10.0 ft <br /> Absorption Width 13.0 � Clean Send Lift 1.5 � Berm Width �slope 0-1°�) �ft <br /> Upslope Bertn Width �Z,Q ft Danmslope Berm Width 23.0 ft Endslope Bertn Width 12.0 � <br /> Total System Length 62 ft Total System Width �ft <br /> At-Grade Desi�n Summary <br /> Absorption Bed Width ��ft Absorption Bed Length C�ft System Height ��ft <br /> Absorption Bed Area ��ft� UPS�oPe��W�d� �ft D�lope Berm Width �—�ft <br /> Endslope Berm Width �ft System Length �ft SYstem Width �ft <br />