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, ; , ' <br /> � <br /> � OSTP Design Summary Worksheet UNIVERSITY <br /> ������ OF MINNESOTA <br /> C°�'O��^� v 11.05.37 <br /> property Owner/Clierrt: Age11t: Keenan ft Sveiven (Tlae Burwell Main Hse) <br /> Site Address: 1100 MiUston Raad Orono,MN. 55356 <br /> 1. AVERAGE DESIGN FLOW: L K/ � � <br /> A, Design Flow: 1350 Gallons Per Day(GPD) i�lote: fie estimcted des)gn ftow fs oonsfdered a peck fta+'ratr including a saJety <br /> �octor.For long term performcnce,the avrrage dafty flow is reoommended to be< <br /> 8. SepHc Tank capacltY: 4000 Gallons 6o%oJ tMs vntue. <br /> �, Number of Septic Tanks or Compartments: �� E�luent Screen&Atarm? NO <br /> Type of Soll TroaUneM and Dl�Dene�Ar�' Type of Distrib�Rbn• <br /> O T� O eed O r�r,d O nt-c�de O c�n.v D� O�D��on-� O�re D�mu�on-unrmet <br /> O oria n��uno� O rbne-ram�noTa,ia onN <br /> *Selection Required Benct+mark Elev= 100 ft <br /> System Type Benchmark L.ocation: Lowest f loor <br /> Type of Dlstribution Media: <br /> ❑Type I 0 Type II ❑Type I I I ❑TYPe rv �T�� ROCk <br /> D. Pump Tank 1 Capacity: , 1250 Galtons Pump Tank 2 Capaciiy: Gallons <br /> - 2. 51T-E-EYALIJ�►TION: _ __ __ . _ _ <br /> _ __ _ <br /> A. Depth fo Limiting Layer• 18 inches 1.5 ft Eleration of Limtting Layer: �S.; ''$!.0 ft . <br /> B. Meowred Percent Land S[ope: _ % s _ <br /> L Soil Texture: � L.Oam Percolation Rate: 20 A4nutes per lnch <br /> ' D. Soil HydrauLic Loading Rate: . 0.60 GPD/ft2 E.Contour Loading Rate 12.0 Gal/ft <br /> � 3. DESIGN SUMIAARY <br /> Trcnch DesiHn Summary <br /> Absorptinn Area ��fi� Sidewall Depth ��in Trencfi Width ��in <br /> Total Lineal Feet ��ft Number of Trenches �� Maximum Trench Depth �—�in <br /> Designers Max Trenth Depth in <br /> .. Bed Design SumrtlarY � <br /> Absorption Area - �ft� . Ahedia Below Pipe �» �`�^� '��ft � <br /> i <br /> ig��d� ��{� Maximum Bed Depth C�io Designefs Ma�c Bed Depth in <br /> ; Mound Design Summary <br /> , Absorption Area �" �.� f��Bed Length ��ft�Bed Width 10.0 ft �A�f� � <br /> Absorption Width 20.0 ft Ciean Sand Lift �,3 ft Bertn Width (slope 0-196) �ft <br /> 'i Upslope Berm Width � ���� ft Downslope Benn Width it Endslope 8ertn Width 13.5 � <br /> i Total Systsm Length 8 4 , ft Total S�stem Width �ft <br /> At-Grade Desi�5ummary <br /> Absorption Bed Width r—�ft AbsorPtion 8ed Length �ft System Heighi ��ft <br /> Absorption Bed Area �ft2 Upslope Bertn Width ��ft Downslope Berm Wtdth �R <br /> '� Endslope Berm Width �ft System Length �ft SYstem Width C�R <br /> ; <br /> s <br />