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� `' OSTP Design Summary Worksheet UNIVERSITY -��� <br /> Minnesota Pollutfon OF MINNESOTA <br /> Control Agency +Z,� <br /> Property Owner/Client: N1a�k D.W111idrt1S HOm@S Project ID:� ���'�'� <br /> S�te nddress: 1135 Pine View Drive, Orono MN (Primary site) <br /> 1. AVERAGE DESIGN FLOW: <br /> A, Desfgn F(ow: 750 Gallons Per Day(GPD) Note: The estimated des3gn Jlow is consldered vpeak/(ow rate Inc[uding a wjety <br /> fa[or.For long tertn performartce,the average daity jlow is remmmended to be< <br /> B. Septic Tank capacity: 2250 Gallons 6o%of rhts vntue. <br /> �, Number of Septic Tanks or Compartments: � Effluent Screen&Alarm? NO <br /> Type of Shc Treatrnent and Dispersal Area* Type of Distribution* <br /> Q Trenches �Bed �Mound O At-Grade <br /> Q Grarity Distribution Q Presswe Dictr�wtion-L.evel Q Prcssurc DisUihution-Unkvel <br /> �Drip Distrb. Q Holding Tank 0 Oth� <br /> *Selection Required Benchmark Elev= 1010 ft <br /> System Type Benchmark Lxation:� top of iron <br /> QQ Type I ❑Type II ❑Type 111 ❑Type IV ❑Type V Type of Distribution Media: <br /> Rock <br /> D. Pump Tank 1 Capacity: �Gallons Pump 7ank 2 Capacity: �Gallons <br /> �J <br /> 2. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 12 inches 1.0 ft Elevation 8 Location of timiting Layer: 992,6 ft <br /> B. Measured Percent Land Slope: 12.0 % 0.0 Location: Shoulder <br /> C. Soil Texture: � Loam Perc Rate: �3 MPI <br /> D. Soil Hydraulic Loading Rate: 0.60 GPD/ftZ E.Contour Loading Rate 12.0 Gal/ft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area �ft2 Sidewall Depth �in Trench Width �in <br /> Total Lineal Feet �ft Number of Trenches � Maximum Trench Depth �in <br /> Designers Max Trench Depth in <br /> Bed Desi�n Summary <br /> Absorption Area �ftz Media Below Pipe �in Bed Length �ft <br /> Bed Width �ft AAaximum Bed Depth �in Designers Max Bed Depth �in <br /> Mound Design Summary <br /> Absorption Area 625 ft2 Bed Length 63 ft Bed Width 10.0 ft <br /> Absorption Width 20.0 ft Ctean Sand Lift 2,p ft Berm Width (slope 0-1%)�ft <br /> Upslope Berm Width 11.0 ft Downstope Berm Width 25.0 ft Endslope Berm Width 16.0 ft <br /> Total System Length 95 ft Total System Width 46 ft <br /> At-Grade Design Summary <br /> Absorption Bed Width �ft Absorption Bed Length �ft System Height �ft <br /> Absorption Bed Area �ft2 Upslope Berm Width �ft Downstope Berm Width �ft <br /> Endslope Berm Width �ft System Length �ft System Width �ft <br />