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z_ _ <br /> , �\��;`. <br /> Mi������ OSTP Desi�n Summary Worksheet UNIVERSITY _ <br /> ����r OF MINNESOTA � <br /> Property OwnerKlient: Jim Pierpont <br /> Stte�: 1980 6th Ave. N. Orono MN 55356 <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Design Flow: 108 Gallons Per Day(GPD) Nbte: irie estimated de�gn jlow ts oorsldrred a peok flow mtie induding o safery <br /> B. Septic Tank f�r.For ton3 trrm Perlorrt�m�.the average daily Jlow is remrronended ta be< <br /> capacity: 2000 GaUais 60%oj d►is vm[�. <br /> �. Number of Septic Tarks w Compartments: �� Effluent Screen&Atarm? NO <br /> Type of So�1 Treahnen[and Dk�Mee Type af Dis�Aim <br /> 0 Traxf�es �Bed �Mamd �CravilY D�on �Presstxe D�orrlerd 0 P►estre Di�utlorHl�ikvel <br /> �At['�ade �Drp DisIrYMRiNon <br /> System Type <br /> ❑r Type I ❑Type II ❑Type III ❑Type N ❑Type V <br /> 2. SRE EVALUATION: <br /> A. Depth to Ltmiting Layer: 28 inches 2.3 ft <br /> B. Meusured Percent Land Slope: 5.0 % 0.0 <br /> C. Soil Texture: L08rf1 Percotation Rate: 12 Minutes per Inch <br /> D. Soil Hydraulic Loading Rate: 0.60 GPD/ftZ E.Contour Loading Rate 12 ��/ft <br /> 3. DESIGN SUMMARY <br /> Trench Desi�Sununary <br /> Absorption Area �� Sidewall Depth ��n Trench Width �in <br /> Total Lineat Feet ��ft Number of Trenches � Maximum Trench Depth �;n <br /> Bed Desi�n Sutnmary <br /> Absorption Area �ft2 Media Below Pipe �in Bed l�gth �ft <br /> Bed Width �ft Maximum Trench Depth ��in <br /> �Aound Desi�n Swnmary <br /> Absorption Area �it� Bed Length �ft Bed widd� 10.0 ft <br /> absorpUon w�dth 20.0 ft c�ean sand Lin 1.0 ft <br /> Upslope Berm width 10.0 ft Downslope B�m Wid� 20.0 ft ��� 11.0 ft <br /> Total Sjrstem Length 31 ft Total System WidTh �ft <br /> At-Grade Desi�n SummarY <br /> Absorption Bed Width �ft Absorption Bed Length ��ft System Height Qft <br /> Absorpti�►Bed Area �ftz Upslope Berm Widfh �ft Downslope 8erm 1KidM �R <br /> Endslope Berm Width �ft Sys�em Length C�ft S�rstern VV'�dth �ft <br />