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� , . . <br /> N��� <br /> �,,,„�,�„ OSTP Design Summary Worksheet UNIVSRSITY <br /> �Q^��y OFIVIINNESOTA -����, <br /> PrW�e►'t1+OwrrterKlient: So�rce Land Capitat Projen Ip:��v�.f2.13 <br /> Site Address: lakevfe�r Gotf Cotust Lat 2,�3 Primary Si#e Date: 4/18/16 <br /> 1. �ESIGN Fi.S)W AND TANI(S <br /> k. Uesiqn flaw: �Gatlons Per paY(GPO► Note: The esNmoted des►gn jtow is considered Q peQk ftow rote <br /> B. Septic Tanks: ���din4°�tY Ioctar.For lortg term performarrce,tl�cn�eraye <br /> dnfly�ow 1s recarnmended to be<G0�of[hts wudue. <br /> Minim�ar►Code Required Septic Tardc CaP�tY. Z250 Galions.in �Tanks or Compart+�r►ts <br /> Recommended Septic Tar�k CaP��Y�� Galta�.in �Tanks or Ganpartments <br /> ftftuent5creevr.� Alam►:�N�� <br /> C. Heldi►�g Tanks Unly: <br /> M9nimum Code Required CapacitY���GatlaFs,tn �]Tanks <br /> Des�tier Recommended CapatitY.�Gallons�in �Tanks <br /> Type o!Hig#►level Atarr�t:� -� <br /> D.Pump Tank f CapaKity(Code Mfnimum):�GaUo� Pump Task 2 CapacttY(Code Minim�uni: ��Galtons <br /> Pump 7'unk t Capac�ty(Designer Reci. ��Gatta�ns <br /> Pfartp Tm�Jc 2 Capacity(Desk,y�er Rec); (��Gattons <br /> �--.��.._J <br /> Dump/ 36.0 GPM Total Head 33.8 ft PumP Z�l�GPM T�al Head �K <br /> S�Y AA�Dia. 2.00 in Dose Vct�ne:��8a� $upptY Pip�pi�-�'�i in Dose Yotume:�]ge� <br /> _.,J <br /> 2. SYSTEM TYPE <br /> Tvae ar so�r.�trnau ana oispdsal aw� r a Di�on» <br /> p�ra,d, p e�a �►vouw � �7 c�r�y o�a+a,� �w��o�-�,d Q R�oka�uw,�u,� <br /> O�v O Hoiang ramc O�cruk •Selattion Requireet Benchrtwrk Etevation: sea:tevet ft <br /> Benchtnark locatfon: r Set by E.V.S.l <br /> System T�rpe <br /> Type of Distribution Media: <br /> ��YA�� ❑TYPe Ii ❑TYPe 111 �Type IY 0 Typ�e Y 0�� Q Re�s�r�Tr�dneM P�a: <br /> 3. SITE EYAlUA710N: <br /> A. Qepth to LimitinS LaYer. t4 in 1.2 ft 6. Measured land Slqx 45: 6A � <br /> C. Etevation of Limiting l,ayer: D. Soil TeM.�xue: Loam � <br /> E. loc.of Restrkive Etevatia�: F. Soil Hyd•l.oadi�S Rate: 0.45 GPD/ftZ <br /> G. Minimum Required Separatfon: 36 in 3.0 ft H. Perc Rate: 10.0 MPI <br /> f. Code AAaximwn Oepth of System:��in Comments: <br /> 4• DESIGN SUA�AIARY <br /> Tr«�r��� <br /> DisP�al Ared��ft� Sidev�ta{i Oepth�� Trenth Width��n <br /> Tota[tir�al FeeE��ft Wumber of TrenchesU ���m�Trench�pth � <br /> Caniour toading Rate��n �(�. <br /> Desig�e�'s Max Trench Depth�---.�.Jfn <br /> Bed D�sign Sumrnary <br /> ����ft� Media Betow Pipe�ln Code Maximum Bed DePth�in <br /> Bed 1NWth�n g�,y����ft Qesignefs AAax Bed Depth��in <br />