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� ��TP �E'�t�!"� $�II"rii�1di"�/ 1�0�"�CS�'1G£$ ��riveRs�•r�r , <br /> ;V1'€nn�:so.ta i�aiiuiior, ()I' 1��1.I�?�.�St)`!':� <br /> Con2rod Aqency <br /> Property AwnerlGNent: Steve MdersonlDeaati tiomes Pro}ecc ID:��v 12.08.05 <br /> Sffie AdsN-esa: 517 Femdale Roat!North,Orono,MN 55393 Date: 3119/15 <br /> 1. DESfGti FLOW AND TAHKS <br /> A. design Flow: 750 Gattsms Per Day{GPD) Nnfe: The estlmuted design flow is considered o peok fiow raLe <br /> lnctuding a sajety fiactor.For lc�ng tertn per�cNmance,th�ayerage <br /> B. 5eptic Tanks: daify ftow is recomrr�nded to he<6G%of this vatue. <br /> Minimum Ccxfe Required Septic'fank Capaciry: 2250 Gatiax,in ��Tanks or Compastments <br /> Recommended Septic Tanic Capacity: 3�00 Gaiions,in �Tanks or Campartments <br /> Efflt�nt 5[reen 8 Alartn? No ir� <br /> C. Holdi�Tanks Dnly: <br /> #umber nf Hoidirig Taoks: ��J Totat Voiume of HoEdi�g Tanks:��Gattons <br /> Type of High Level Atarm: � � <br /> D. �mp Tdnk 1 Capaclty: 150D Gaito+3s Pump Tank 2 Capacity: �____�Gaitnr�s <br /> 2. SYSTEAA l'�+PE <br /> Type of S�!Tr�tr�nt erd D$pF�5a1 Arp,a* Type of DiSGrRwdon* <br /> O T�,cn Q sed U M«me �,�c-Graas <br /> 4 or►p O Nddk�a T� C)atr� O c�av�r oi�t�►on �vr�ss�e a�sa,t;a,uon-t�e� O rressure ot�,�nuaon-un3eve� <br /> 'Setectton Requfred Benchmark Etev= ia4 ft <br /> Syst�nt Type BenChmark G�8t1on:� $td#ce by SiYe �� ' <br /> Type�f Distributin�t Med18: <br /> �Type 1 [�Type I! Q Type!i l �Type IV 0 Type V Rock <br /> �. str�evauuar�aw: <br /> A, bepth to timfKng tayer: 20 fn 1.7 ft Elevation &Lacatton of L9miting Layer; 96.4 ft <br /> B. MSnimurn requlr'ed Sepatation; 3b in 3.0 ft Location: 89 <br /> B. Meawred Percent land Stope: 8.a % 0.0 Code Maximum Depth of System:�-1$ in" <br /> C. Soit 7exture: _Ctay Laam F�rc Rate: 2b MPI •ii vatue fs ttegatfire a mow�Q is r�ufred <br /> D, Sdii Nydraulit Loading Rate: 0.45 �pD/ft2 E.Wntour Loadk�g R�[e 12A Ga�/ft <br /> d. DEStGN SUM/NARY <br /> Trench Desi�rt Summary <br /> Dispersat Area��� Sidewatl Depth�in Trench Width��in <br /> Totz,t Linea!Feet��#t Number of T�enches� Code Max9mum 7rench Depth��ln <br /> D�igners Max Trench Delrth��in <br /> 8ed I�csign Summary <br /> �'P�����ft2 ldedia Betow Pipe��in Code Hlaximum Bed pepth��in <br /> Sed Width�ft Sed t-e�th��ft Pestgnet's Max Be�d Deptt►���in <br /> Mou�ad Design Summary <br /> Absorption Area ib38 fk� ��t� b3 ft Sed Width 10.0 ft <br /> Absarption Widch 2b.p ft Clean Sand Lift t.� ft Berm Width tstope�•1�)��ft <br /> Upsl�e Ber►n Width $.{� ft Dpwnslope Berm Wfdtit 10.0 ft End5lope Befrtl Wi�ih 44.� ft <br /> Totat System Lengrh g2,� €x Totdl Syste�Width 36.5 ft <br />