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Mi�nesota Pollution <br /> OSTP Desi�n Summary Worksheet U:vIVERSITY � <br /> ControlAgency OFIb11NNESOTA �` " ,�1.,r <br /> Property OwnerlClient: Anthony Patterson Projed ID:��v 07.t 4.15 <br /> Site Address: 2235 French Creek Circte.orono Date: 4/11 i�6 <br /> 1. DESIGN fLOW AND TANKS <br /> A. Aesign F(ow: 600 Gatlons Per Day iGPDi Nate: The esCimated design f(ow is considered a peak�low rate <br /> Including a wJety jador.For long ferm performcnce, the everage <br /> B. Sepfi�Tanks: dai(y flow is recommended to be<60%of this value. <br /> Minimum Code Reqwred Septu Tank Capaoty: 2250 Gallons,in �Tanks or Compartments <br /> Recommended Septu Tank Capadty: Z250 Gallons,in �Tanks or Compartments <br /> Effluent Screen:� A1arm:� <br /> C. Ho(ding Tonks Only: <br /> Mfnimum Code Required Capacity:�Gallons,in �Tanks <br /> Des�gner Recommended Capacity:�Gattons.m �Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tank 1 Capacity ICode Min�mum�:�_]Gatlons Pump Tank 2 Capacity(Code Minimum): �Gallons <br /> Pump Tonk � Capacity�Designer Rec�: �Galtons Pump Tank 1 tapacity 1Designer Rec): ��Galtons <br /> Pump 7 29.Q GPN, Totat Head 12.8 ft Pump 2�GPM Total Head �_�ft <br /> Supply Pipe Dta. 2.00 in Dose Volume:C�gat Supply Ptpe Dia.�in Dose Votume:�ga� <br /> 2. SYSTEM TYPE <br /> � TrenCn �8ea �Nla,n;7 �,'�,At-Gracie `i G�avity DisQibuuon QQ vreswre Drsvibutbn-Levei "'�Pressure D�stnbubon-Unleve� <br /> ,^,�r�p Q noic�:•y Tank `)ou,er ;�� •Selettion Required 8enchmark Elevation: 100.00 ft <br /> �___J <br /> Benchmark Location: Top of door threshold <br /> System Type Type of Disiribution Media: <br /> � �Oreinfie�tl Rock _Reg�stered Treatment Meda: <br /> [.ii Type I (-�Type I1 ;`?Type I I I ( ��Type I V ,_'Type V <br /> 3. SITE EYALUATION: <br /> A. Depth tc Limiting Layer.� 14 in 1.2 ft B, Measured Land Slope'.: 9.0 ;� <br /> C. Elevahon of umiting Layer.� 97,0 D. Soil Texture: Clay Loam —� <br /> E. Loc.of Restricive Elevation: F. Soil Hyd.Loading Rate: 0.45 GPD/ft` <br /> G. Minimum Requ�red Separatior:�in �ft H. Perc Rate: 4.3 MPI <br /> I. Code Maximum Depth of System: ���� Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Oesign Summary <br /> DiSpersatArea��ft` Sidewall Depth�in Trench Width�_�ti <br /> 7otal Lineat Feet��ft Number of Trenches� Code Maximum Trench DePih�fn <br /> Contour Loading Rate��ft Designers Max Trench Depth�in <br /> Bed Design Summary <br /> Absorption Area�— r�' Depth of sidewall�in Gode Maximum Bed pepth��y� <br /> Bed Wid[h�— ift Bed Length�ft Designer's Max Bed Depth�in <br />