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1 � I <br /> f . <br /> ``' 4STP Design Summary Wor Sh@e� UfEIVBRSITY €�-4j�� � <br /> M�onesota Pollution __�k�,;: <br /> ConirolAgency OF IVIII�'N�SOTA, . �,��, <br /> Property(Jwnerlqtent: Ervin Wachman ProJect ID:(� ���'�'2z <br /> L�_J <br /> stte Address: Proposed LOt 5 (53te$) <br /> 1. AYERAGE DESIGN FLOW: <br /> A. Deslgn Fiow: 75U Ga{Eons Per Uay(GPO) Note: The esttmeted desl o Jfow Is consi6ered a prak J(oiv rnte including a urjety <br /> Joctor.For fong term per rmonce,the avereqe daify flow fs recommendeQ to be� <br /> 8. SepttcTank capacity: 2250 Galions 60�o/thisvotue. <br /> C. Number oF Septic Tanks ar Comportments: �� £f�tue Srreen&Alarm� No <br /> rype a so�-r�on�n ane o�,�,�+ rype or o+�roon= <br /> p r�n� p e-a p►�a �t� <br /> O Grarity 0'istn"iwti�n Precsvrc pisMbution-Lerd Q Press�ae�si��tion�llhtevd <br /> Q 6riPblstrb. 0 HO�+nBTardc� <br /> 'Selection Requked Benchmark Elev a�tt <br /> System Type B nchmark Location: ASSUtned <br /> �7ype I [�Type II [�Type!(f ❑Type iV ❑Type V YPe o(DlstribUttDn Med(a: <br /> Rock <br /> D. Ptimp Tank f Capacfty: �Gallons Pump Tarrh 2 ily: �Gallons <br /> 2. SITE EVALUATIOH: <br /> A. Depth to Eimitiny Layer: 12 inches 1.0 ft Eieva!on &Locatton oi Limlting Layer: 947,g f[ <br /> B. Meawred Percent Land Stope: 6.0 % 0.0 atlon: �_BdCk5lope <br /> C. Soil Texture: l.oam`� Perc Rate: $ MPI <br /> O. Sotl Hydraulic Load(ng Rate: 0.60 GPD/(t2 E.Contour Loa ing Rate 12A Gal/(t <br /> 3. DESfGH SUMMARY <br /> Trench Deslgn Summary <br /> Dispersal Area �Ft2 Sfdewall Depth fn Trench Width ��� <br /> Totat Cineat Feet ��ft Nurnbe�oi Treixhes Mautm�n Trench Depth C�in <br /> Desfgner Max Trench Depth�f� <br /> Bed Deslgn Summary <br /> � Ahsorption Area �ft� Nedla Betow Pfpe En Bed Length ��« <br /> Bed Wid[h �(t Maximum Bpd pepth ��i Designers Atax Bed Depth �� <br /> Mound Deslgn Summary <br /> Absorptbn Area 625 ft2 8ed Length 63 ( Bed Width 10.0 ft <br /> Absorption Width 20,0 ft Ctean Sand Litt 2,0 ft Berm Wfdth (slope 0-i%)r��ft <br /> Upslope Berm Width 40.2 ft Downslope Berm Width 24, fit Endsiope Bernt Wfdth 13.8 ft <br /> Totat System lengt3t 9� R Total System Wfdth qq (� <br /> AGCsrade Dos4gq Summaey <br /> Absorption Bed Width�ft Absorptlo»Be4 length (t System Helght�(� <br /> Abwr{�tfon Bed Area ��� Upstope germ Width [���� Downslope$erm Width C��� <br /> t--^�I <br /> Endsl4pe Berm SYid[h �([ System Lenpth �ft System Wfd1h �ft <br /> �i <br />