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lF�innesatapaFt�O� OSTP Design Summary Worksheet 1-NIVERSiTY <br /> Car�troi Agen�y '- �'�i <br /> OP��INNESOT.r1 � �, ��� <br /> n,,, <br /> Properiy Owner/Client: Kurt Carol Schmidt ��'' <br /> ProjectiD:�v 12.08.06 <br /> Site Address; Jacob Mil!Road Orono MN 5536a <br /> Date: 5/16/13 <br /> 1. DESIGN FIOW AND TANKS <br /> A. Design Flow: �Gallons Per Day(GPD) Note: Fhe esrimoted design flow is conside�ed Q <br /> peak ftow rnte <br /> B. Septic Tanks: including a safety fvctor.For(ong term performnnce,the averoge <br /> dai(y ffow is recommended to be<(,p�of this value. <br /> Minimum Code Required Septic Tank Capacity; 200p Gallons,in Z <br /> ��Tanks or Compartments <br /> Recommended Septic Tank Capacity; 2000 Galtons,in �Tanks or Compartments <br /> Effluent Screen 8 Atarm? y� � <br /> C. Holding Tanks Only: <br /> Number of Holding Tanks: �� Total Volume of Holding Tanks:��Gallons <br /> Type of High Level Alarm: D L Y <br /> D. Pump Tank 1 Capacity: �Galtons Pump Tank 2 Capacity: �Gatlons <br /> 2. SYSTEM TYPE <br /> TYPe of Sal Treatment and Dispersal Area* <br /> Type of DistriWtlipn* <br /> O Trend, O eee OO riou� O At-crade <br /> ��P �Holding Tanl Q p� 0 G►aviLY Distribution 0 pressure Disd'1buEion-Level �Pressure DisO'ibiRiorfUnfevel <br /> *Selection Required Benchmark Etev= t WO {� <br /> System Type Benchmark Location:� Top of hilt <br /> Q T�� L.'�. TYPe i� Ci TYPe��� �Type N 0 Type V Type of Distribution Media: <br /> 3. SITE EVALUATION: <br /> A• Depth to Limiting Layer: 13 in 1.1 ft Elevation £t Location of Limiting Layer: 95.3 ft <br /> B• Minimum required separation:�2 �in 0.2 ft Location: <br /> B. Meawred Percent Lond Slope: 6.0 % 0.0 Code Maximum Depth of System: 11 9�• <br /> C. Soil Texture: �—Loam —� Perc Rate: 5.84 MPf •if„au,e;s„ <br /> egative a mound is required <br /> D. Soil Nydraulic Loading Rate: Q.60 GPD/ftZ E.Contour Loading Rate 12.0 Gat/ft <br /> 4. DESIGN SUAAMARY <br /> �rench Design 4ummary <br /> Dispersal Area�ftz Sidewall Depth��� Trench Width��n <br /> Total Lineal Feet�—�ft Number of TrenchesC� Code Maxirnum Trertch Depth��9� <br /> Designers Max Trench Depth��� <br /> Bed Design Summary <br /> Absorption Area��ftz Media Below Pipe���n Code Maximum Bed Depth�9� <br /> Bed Width��ft Bed Ler�th�ft Designers Max Bed Depth���� <br /> Mound Design Summary <br /> Absorption AreaC�� Bed Ler�gth� ����ft Bed Width��ft <br /> ' 'd `� <br /> Absorption Width�y� ft Clean Sand Lift�ft gertn yWdth (slope 0-1%)��ft <br /> Upslape Bertn Width�ft po�s�ope gertn yyidth��ft Endslope Berm Width��{t <br /> Totai System Length�ft Totat System Width�/1 1ft <br /> L_=_L���J <br />