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' OSTP Design Summary Worksheet UNIVERS[TY � <br /> Minneso[a Pollution �;\ ��,;„\ <br /> ControlAgency OP tiI1NNES0'CA "^�^ <br /> . ^ Property Owner/Client:John Tanner Praject ID;�v 06.72.13 <br /> Site Address:333 HoQnnder Road,Orano.Henneptn Counry Date: 2/28/15 <br /> 7. DESIGN FIOW AND TANKS <br /> A.Design Flow: 750 Gallons Per Day(GPD) Note: Tbe eshma[ed deslgn flow is considc�red a peak flow�ale I <br /> . .. . _._ ... . _.. .._ . - - ...... _ --includir�g o�;ety fu::or.For.leng.tsrm psr�o mance,Lh¢av<r�g� _ __._. . . �—_^ ^ / <br /> ...�...B.SepUt Tanks: dnily Jlowls rerommended lo be<�oj thfs value. Cn� � � / �j n ��� s��H <br /> Mlnlmum Code ReqWred Septk Tank Cap�dty: 225D Gallons,tn 2 Tanks a Compartments <br /> �C � � <br /> Recommended Septic Tank Gapacity: Y150 Gallons,In �7anks or Compartments � � r' d��Q/'C� <br /> Effluent Screen:�� Alamr.� ( <br /> C.Holding Tanks Onfy: <br /> Minimum Code Required Cnpadty:�Gallons,in �Tanks <br /> Designcr Recommrnded Capxity;�Gallons,1n � Tanks <br /> Ty�of Wgh Levcl Alann: <br /> D.Purry�Tank i Capadty(Cale Minimum):��Gnllw�s Pomip Taok 2 Ca{wcity�Code Minimwn�: �GeQons <br /> Pump Tonk 1 Capaciry(Detlgner Rtt�: ��Galltxis Pump lunk 2 Capacity�Designer Rec): �4allons <br /> Pump 1 36.0 GPM ToW!Head 15.0 ft Pump 2f_�GpM Total Ncad �ft <br /> Supply Pipc Dia. 2,00 In ppte Volumc:�gal Suppty Pipc Dfa.��in Dosc Volume:�gal <br /> 2. $YSTEM TYPE <br /> TYPC d 5011�frcatnu.rrt n�M f7�s�wr,al pmi` �-- --.. <br /> �(,)Traidi iJ ecd (!:M�ml �Waviry Dd66�rtiw� QQ P<sttre qstrlbuUonievel �)Rczwr<UhtrGRbn�hlevel <br /> C�ry� ^,udd��x�Tank (;earmae� •Selection Requfred 6enchmark Eleva[lon: 700.0 ft <br /> 6enchmark Laat(on: Top of door Lhreshotd <br /> Systam Type Type of pisMbutlon Media: <br /> �r;TY(�2 I �-i 7 ype 11 (-1 TY{�11I �';Type IV �'7 Type V �Inainneld kock �_]Re�y�xr.nnl TmntmrM Maia: <br /> 3. S�TE EVAlUpT10N: <br /> A. �epth to Limitlng Wyer. 10 i� 1.7 It 8. MeasureA LnnA Slope%: 15.0 � <br /> C. Elevation oi Limitln�Laycr.� 90.5 D. So1l Tezturr. C�ey Loam <br /> E. Loc.of Restricive Elevatlon: F. Soil HyA.Loading Rate: 0.45 GGD/!t� <br /> G. Mintmwn Rc:qUlred Scparation: 36 In 3.0 f[ H. Pcrc Ra[e: 17.0 MPI <br /> 1. Codc Maximum Deptn ol5yste�n: Mound in Comments: <br /> 4. OESIGN SUMAAARY <br /> Trench Design Summary <br /> Oispersal Area�f[' Sldewa�t Depth���n Trench Width�tn <br /> Totat Lineal Feet�(t Number o/Trenches�� Code Maximum Trench Oepth�in <br /> Contour Loading Rate�ft DesigneYs Max Tre�Kh Dep[hC�in <br /> Bed Deslgn Summary <br /> Absorp[ion Arce�«' Media Below Pipe�_��n Codc Maxlmum Bed Depth�in <br /> Bed WidCh�ft Bed Length�ft ucsigncrs Max Bed Dcpfh�in <br />