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' OSTP Design Summary Worksheet UNIVERSI7�Y <br /> Mirrnesota Poliution OF MIaVNESO'�A ti„ <br /> Control Age�cy �'l.�,, <br /> Propertyr Owner/Client Sharratt Oesign Project 10. 15-0490 ��•�2•�3 <br /> Site Address: 515 Kokesh Farm Road,Orono,MN Date: 14/12/15 <br /> 1. QESIGN FLOW AND 7ANK5 <br /> A. Design F(ow: 750 Galtarn Per Oay(GPD► Note: TAe estimnted design flow is considered o peak flow rate <br /> includiny a safety foctor.For(ong term performance,the overage <br /> B. Septfc Tonks: daity jlow is recommended ta be<609b of this volue. <br /> Minimum Code Required Septic Tank Capatity: 2250 �Tanks�Compartments <br /> Recommended Septic Tank Capacity: 3000 Galto�s,in �Tanks or Compartmenu <br /> Effluent Scree�: opt Atarm: yes <br /> C. Holding i'nnks Only: <br /> Minimum Code Required Capacity.C�Gdtlom,in �Tanks <br /> Oesigner Recommended Gapacfty:��Gall�s,in �Ta�ks <br /> Type of High Level Aiarm:� ��1 <br /> D. Pump Tonk 1 Capacfty(Code Minimum): 750 Galtons Pump Tank 2 Capacity(Code Minimwn); C�Gallons <br /> Pump Tonk i Capacity(Designer Rec): 1000 Galloru Aump Tank 2 Capadty(Designer Recy. �Gallons <br /> Pump 1 56.0 GPM Total Head 19.1 ft Pump 2�GPM Total Head �ft <br /> Supply Pipe Dia. 2.00 in Dose Yotwne: 15Q.0 ga( Supply Pipe Dia.�in Dose Volume:�gal <br /> 2. SYSTEM TYPE <br /> Type af ShcTreatment xd DlRxrsal Area` �Type of Dtshlbution•� � <br /> G rmm� � Bea p rla,nd O ���y wsalwna, Q+ Raa.a ohatx,ela,-trve� O Ressa.e DlstraRbMArdevd � <br /> _ _ _. . . ...__._.... . 1 <br /> C7 ��v O F+oid+no Tank � at-cre�k •Selection Required Benchmark Elevatlun: See Plan ft <br /> Benchmark Lacatian: See Plan <br /> SysEem Type Type ot Dfst�ibut�rt Media; <br /> (1 rype i (-1 Type U (:'l Type m �rype rv G Typ�v C7 o��d� p a�a r�m�,c r�: <br /> 3, SMTE EVALUATION: <br /> A. Depth to limiting Layer. 12 in 1.0 ft B. Messured l.and Stope%: 8.0 96 <br /> C. Elevation af Limiting Layer: 1001.0 � D. Soil Texture: Clay Loam <br /> E. toc.of Restricive Elevation:� SB 1 � F. Sotl Hyd.Loading Rate: 0.45 GPD/ft� <br /> G. Minimum Required Separetian: 3fi fn 3.8 ft H. Perc Rate:C�MP� <br /> L Code Mazimum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench pesign Summary <br /> DiSpersat Area�{t2 Sidewall Depth�in Trench Width�io <br /> Totat Lineal Feetr��ft Number oi Trenches� Code AAa�dmum Trench Depth�in <br /> Contour loading Rate�ft Designer's Max Trenth DepthC�in <br /> Bed Design Summary <br /> Absorptiqn AreaC�ft� Medta Betow Piper��in Code Maximum Bed Depth�in <br /> Bed Width��ft Bed LengtMC�ft Designet's Max Bed Depkh��in <br />