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1 <br /> Mlnnesota Pollution OSTP Desi�n Summary Worksheet UNIVERSITY ` <br /> OF MINNESOTA ,�����_,���'� " <br /> Car�#rol Agency -� ° *L� <br /> Property owneNc�ient: Pete Passolt <br /> 5ite nddress: 885 Hunt Farm Road � <br /> 1. AVERAC�DESIGN FLOW: <br /> A. Design Flow: 600 GaUats Per Day(GPD) Nnte: The estfmnt�ed destgn jlow is ca�idered a peak f(ow rate inctuding o wjery <br /> �. Septic Tank capacity: 2250 Gattons �of n►is���vedor,�►►�,rne�rn�do��y f��r�oded m ee< <br /> �, Number of Septfc Tanks or Compartments: � Effluent Screen 8 Alnrm? Yes <br /> Type of Soi Trea�and Di�sal Area Type of Dk�m <br /> O r�,a,es O eed O woi.,d O c�y n�on O vre��e o�sv�,noo-le�l O are�x,re�o�hdev� <br /> O ac-c�rade O o�a o�n;on <br /> System Type <br /> �Type I ❑Type II ❑Type III ❑Type 1V ❑Type V <br /> s. srrE Ev,�uAnoN: <br /> A. Depth to Limiting Loyer: 18 inches 1.5 ft <br /> B. Meawred Percent Lnnd Slope: 8.0 % 0.0 <br /> C. Soil Texture: �—LoBm _� Perco[ation Rate: ��Minutes per Inch <br /> D. Soil Hydraulic Loading Rate: 0.60 GPD/ftZ f.Contour Loading Rate 12 Gallft <br /> 3. DESIGN SUMMARY <br /> Trench Design Swnmary <br /> AtnorPtion Area �f� Sidewall Depth �in Trench Width ��in <br /> Totat Lineal Feet �ft Number of Trenches �� Maximum Trench Depth �in <br /> Bed Design Sttmmary <br /> Absorption Area �ft2 Media Below Pipe �in Bed Length �ft <br /> Bed Width �ft Maximum Trench Depth �in <br /> Mound Design Summary <br /> Absorption Area �� Bed Length �ft Bed Width 10.0 ft <br /> Absorption Width Z0.0 ft Ciean Sand Lift 1.5 � <br /> Upslope Berm Wid� 70.0 ft DoNmslope Berm Width 17.0 ft Endsbpe Berm Width 13.0 ft <br /> Total System lerx,�lh 76 ft Total System Vlfidth 87 ft , <br /> At-C�ade Design Summary <br /> Absorption Bed Width �ft Absorption Bed length �ft System Height �ft <br /> Absorption Bed Area �ftz UP��Berrr�Width �ft Do�vnslope Berm Width ��ft <br /> Endsbpe Bertn Vlridth �R Sysfem Length �ft System Width �ft <br />