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� OSTP Desi n Su t�rr v <br /> MinnesotaPollutbn � 1��'�1a�/ 1ITS�'�$h��'� I �RSI'fY <br /> Cantro!l�ncq QF IVV�INNES4TA �.,� <br /> Property OwneNClirnt: Souree Land Capitat Praject ID:��v p6.12,13 <br /> Site Address: Lakeview Golf Course Lat 2,Btk 3 prirnary Dake: 6J t 116 <br /> 4. DESIGN FCOW AND TANKS <br /> A. desiqn ftow: 450 Gattons Per Day(GPDy Note: The estimoted design�tow is considered a peok ftaw rute <br /> including a sa�ety fr�ccar.Far fong term performance. the ave€rrge <br /> B. Septic Tanks: daity flow is recommended to be<60'�of this votue. <br /> Minimum Code Required Septic Tank tapacity: 2250 GaUoru,in � 2 �fanks ar Comparcments <br /> �_�._. _� <br /> Recommended Septic Tank Capacity. 2250 Gattons,in �Tanks or Ccrmpartments <br /> EfFtuent Screen: Na Atarm: No <br /> C. Hotding�`anks Only: <br /> AAinimum Code Requfred Capacity:�����C�s �Fl (��Tanks <br /> t_ <br /> pesigner Recommended Capacity:��Gallons,irr (��1Tanks <br /> I__J <br /> Type af High LeveE Atarm: � <br /> D. Pump TanR t Capacity(Code Minimum):��Gallans Rump 7onk 2 Capacity(tade Minimum}: �Gafions <br /> PumpTonk t Capacity(Designer Rec}: ������ons Pttmp Tonk 2 Capacity{Designer Rec7: (—'�GaElons <br /> t__J <br /> PW�P 1 2��� GPM Total Head 28.3 ft Pump 2��GPM Totat Head C�ft <br /> Supply Pfpe Dia. 2.00 irr Dose Votume:�ga4 Supply Pipe Dia.��in Qose Votume:C�gal <br /> 2. SYSTEM TYPE <br /> TYPe of Sa!Treatment and Qispers�u euaa• 7 of DistribuCon« <br /> C� h«w, p e�d Q r� �C�Bvky n�edtRtiw, �i R«s�r�Dt��tiun«,-L.ev�k O Gt�ssve aiste�m�,kve� <br /> C���Q Q Hokli+x�Tank ('�nc-o-ade "Selectio�Requined Benchmark Etevatian: sea tevet f� <br /> �enchmark Location: Set by E.Y.S. � <br /> System Type <br /> 1'ype of Distributian Media; <br /> p TyPe� ❑TyPe u O Trve itr ❑�`ype►v C]ry�v �o��,r�a� ❑a��c�a r�c�,�r,�a: <br /> 3. SITE EVALUA710N: <br /> A. Depth ta Lim3ting Layer: 14 in t,2 ft 6. Measured Land 5to�%: 6.0�� <br /> C. Etevation of Limiting Layer: D, Soit Texture:� Loam � <br /> E. Loc.of Restricive Elevation. F. Soit Hyd. Loadfrtg Rate: 0.45 �GPQfft2 <br /> G. Minimum Requ4red Separation. 3b in 3.0 ft H. Perc Rate:�10.0 MPI <br /> i. Cade HWximum Depth of System: Mound in Commertts; <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersat Area�ft� Sidewall Depth�;� Trench Width('--1�n <br /> l_..�J <br /> Totat Lineat Feet��ft Number of Trenches�� Gode htaximum Trench Depth��in <br /> Cantour Loading Rate��{� Designer's Nax Trench Depth�qn <br /> Bed Design Summary <br /> Absorption Area��ft2 Media Betaw PiPe��in fod�Maximum Bed depthC�in <br /> Bed Width��ft ged lern�thC�ft Designer's Max Bed Depth�in <br />