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' OSTP Design Summary Worksheet urr��ERs,T,r X���t ' <br /> Mi��esota Poilutio� <br /> ControlAgency OFMINNESOTA ��.�,. <br /> Property OwnerKlient; Bruce Kokat Project ID:C--�v 07.14.15 <br /> Site Address: 2265 Devin Lane,Orono,Hennepin County Date: 4!4/16 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Desiqn Flow: �Gatlons Per Day(GPD1 Note: The estimated desiqn J(ow is considered a peak f(ow rote <br /> inrtuding a sofery Jactor.For tonq term perjormonce, the overage <br /> B. Septic Tanks: daily flow is recommended to be<60°.�of this va►ue. <br /> Minimum Code Required Septic Tank Capadty: 2250 Galtons,in C�Tanks or Compartments <br /> Recommendea Septic 7ank Capacity: 2250 GaUons,in � 2 �Tanks or tompartments <br /> u <br /> Efftuent Screem�� Alarm:� <br /> C. Holding Tonks Only: <br /> Minimum Code Required Capacity:C�Gattons,in �Tania <br /> Designer Recommended Capaciry:�_�Gatlons.in ��Tanks <br /> Type of High Level Alami:� <br /> D. Pump Tank 1 Capacity 1Code Minimum�:C�Gattons Pump Tank 1 Capacity(Code Minimum): ��Galtons <br /> Pump Tank i Capacity(Designer Rec): �Galtons Pump Tank Z Capacity(Designer Rec�: ��Gailons <br /> Pump 1 29_0 GPM Totat Head i3.2 ft Pump 2��GPM Totat Head �ft <br /> Supply Pipe Oia. 2.00 in Dose Votume:�gat Supply Pipe Dta.��n Dose Volume:�gal <br /> 2. SYSTEM TYPE <br /> �" T'end' l�Bed Q Maud �At-c,rade `^,�G�av�ry thso:buoon � .r, <br /> v PreSAue Dismbufim-le�p1 "Pressure D�str�bu�on-U�k�e� <br /> v onv (�`Hoidu,y ra�c Q ome� �� *5e��;Qn Required Benchmark Etevation: 100.00 ft <br /> Benchmarfc Location: Basement Door threshotd <br /> System Type Type of Distribution Media: <br /> �;T e i , ;'�Dran,r�ew Rouc —'Ft atered rmatrrent t�ffia: <br /> YD '�Type 11 `TvPe III j�Type I V t.:Type V .—� � <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 12 in 1.0 ft B. Measured iend Slope o: 4.0 �; <br /> C. Elevatton of Limiting Layer: 94.4 D. Soit Texture: Ciay Loam <br /> E. Loc.of Restricive Etevation:��- F. Soii Hyd.Loading Rate: 0.45 GPD/ft� <br /> G. Minimum Required Separation: 36 in 3.d ft H. Perc Rate: 9.8 MPI <br /> 1. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUNIAIARY <br /> Trench Design Summary <br /> Dupersat AreaC�ft2 Sidewal!Depth�-�]�� Trench widthC�ft <br /> i--__! <br /> To[al Lineat Feet�ft Number of Trenches�� Code Maximum Trenth Depih��� <br /> Contour Loading Rate��{� Oesigner's N1ax Trench Depth��� <br /> Bed Design Summary <br /> Absorption Area��ft� Depth of sidewalt���� Code neaximum Bed Depth��� <br /> Bed Width�{t Bed Length��ft Designer's Max Bed Depth���� <br />