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�T� /�'�r� Sl�-� �� �C'� ��',v <br /> Minnesota Pollution OSTP Desi�n Summary Worksheet uNI�ERSITY � <br /> OF MINNESOTA �"� <br /> Control Agency �\�• <br /> Property Owner/Client: CUffis $ LiZ LeVeflg Project ID:� ���'�'ZZ <br /> S�te nddress: 4010 Bayside Road, Orono, MN 55359 <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Design F(ow: 600 Gallons Per Day(GPD) Note: The estlmated desiqn Jlow ls mnsidered a peak flow rate fnduding a mJery <br /> Jac[or.For long term perJormance,the averoge daily flow is recommended to be< <br /> B. Septic Tank capacity: 2250 Gallons 6o%oJ thts value. <br /> �, Number of Septic Tanks or Compartments: � Effluent Screen&A(arm? OPtiOndl <br /> Type of Soil Treatrnent and Dispersal Area* Type of Distributbn' <br /> O T�,a,� O sea O ria,�d At-G� <br /> �Gravity Distribution 0 Preswre Distributlon-Level �Preswre DistrilwLion-Unlevel <br /> �Drip Distrib. �Holding Tanl � <br /> •Selection Required Benchmark Elev= 100 ft <br /> System Type Benchmark Location: tOp of well hedd <br /> 0 Type I ❑Type II ❑Type I II ❑Type IV ❑Type V <br /> Type of Distribution Media: <br /> rock <br /> D. Pump Tank 1 Capacity: �Gallons Pump Tank 2 Capacity: �Gallons <br /> 2. SffE EVALUATION: <br /> A. Depth to Limiting Layer: 20 inches 1.7 ft Elevation &Location of Limiting Layer: �ft <br /> B. Measured Percent Land Slope: 8.0 % 0.0 Location: r- � <br /> C. Soil Texture: $ilty Clay LOdm Perc Rate: 19 MPI <br /> D. Soil Hydraulic Loading Rate: 0.45 GPD/ftZ E. Contour Loading Rate 12.0 Gal/ft , <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area �ftz 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 Design Summary <br /> ADsorption Area �ftz Media Betow Pipe �in Bed Length �ft <br /> Bed Width �ft Maximum Bed Depth �in Designers Max Bed Depth �in <br /> Mound Design Summary <br /> Absorption Area 500 ftz Bed Length 50 ft Bed Width 10.0 ft <br /> Absorption Width 26.0 ft Clean Sand Lift �,3 ft Berm Width (slope 0-t%)�ft <br /> Upslope Berm Width p,Q ft Downslope Berm Width 20.0 ft Endslope Berm Width �ft <br /> Total System Length �ft Total System Width 3Q ft <br /> At-Grade Design Summary <br /> Absorption Bed Width �ft Absorption Bed Length �ft System Height �ft <br /> Absorption Bed Area �ftz Upslope Berm Width ��ft Downslope Berm Width �ft <br /> Endslope Berm Width �ft System Length ��ft System Width �ft <br />