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���i..us�.,������.�.�s�n., <br /> ' MinnesotaPoliution Design Flow and Soil Worksheet <br /> Controi Agency <br /> 1. AVERAGE DESIGN FLOW: <br /> Note: The estimated design flow is considered a peak <br /> A. EStimated Design Flow(GPD): 450 �Pd itow rate inctuding a safety factor. For long term <br /> performance, the average daily flow is recommended <br /> or Mensured Flow(GPD):flow times safety factor to be<60%of this value. <br /> � �pd X � ��Pd <br /> Design F(ow: 450 Gallons Per Day(GPD) System Type <br /> B. Septic Tank capacity: 2000 Gd��p�5 �TNP�I ❑Type II ❑Type III ❑Type N ❑Type V <br /> Number of Septic Tanks or Compartments: � Effluent Screen 8 Alarm? Yes <br /> Table I-Design Flow(Gaibns Per Day) Table II-Septic Tdnk CapaCity <br /> Number of Classification of Dwelling Number of Septic Tank Liquid Atirrimum Capacity with Garbage Disposal and/or <br /> Bedrooms 1 II ��� � g�rooms Capacities(Galbnsj Sewage Pumped to Tank* <br /> 2 or tess 300 225 180 ` <br /> 3 450 300 21 g • 3 or tess 1,0(l0 1,500 <br /> 4 600 375 256 • 4 or 5 1,500 2,250 <br /> 5 750 450 294 ` 6 01"7 2,000 3,000 <br /> 6 900 525 332 ' 8 Or 4 2,500 3,750 <br /> •Flows for Ctassification IV dwetlin�s are 60 percent of the values as determined for Classification I, II or III systems. <br /> 2. SITE EVALUATION: <br /> Texture Group <br /> A. Depth to Limiting Layer: 3$ inches 3•2 ft <br /> Soil Tenture Group M <br /> Type of Soil Treatrnent and Dispersal Area Coarse Sand 1 <br /> B. Medium Sand 2 <br /> �Trenches �Bed �At-Grade �Mound Fi��� 3 <br /> Coarse Loamy Sand 4 <br /> Medium Loamy Sand 4 <br /> Type of DistribuGon Fine Loamy Sa�d 5 <br /> C, Very Fine Loamy Sand 5 <br /> �Gravity Distribution �Pressure Distribution-Level �Pressure Distribution-Unlevel Coarse Sandy Loam 6 <br /> Medium Sandy Loam 6 <br /> Fine Sa�y Loam 7 <br /> Very Fine Sandy Loam 7 <br /> D. Landscope Positron: Foot Slope ��m 8 <br /> Silt Loam 9 <br /> Clay Loam 10 <br /> E. Estimated Percent Land 5lope: 15-� % Silty Clay Loam io <br /> Sandy Clay loam 10 <br /> °f Rise Run Silry Clay �i <br /> Sandy Ctay 11 <br /> F. Ca(culated S(ope = � � x 100= � ctay i i <br />