Laserfiche WebLink
` '- -� OSTP Desi n Summa Worksheet UNIVERSITY ��- � � <br /> Mmnesota Poilution '� <br /> �ontroi Agency � � OF MINNESOTA �`�, � <br /> �� <br /> Property owner�Ctient: John Lein proj��p•� ���'�'� <br /> Site Address: 2700 6th Ave N O�ono MN Proposed lot 4 Site A <br /> 1. AVERAGE DESIGN F�OW: <br /> A. pesign Ftow: 750 Gatlons Per Day(GPD) Note: 7T►e estimated design jlow�s w�idered a peak f/ow rate irecluding a safety <br /> factor.For long term perfomante,tf►e average daily flow is reawnmended to be< <br /> B. Septic Tank capacity: 2250 Gal(ons 6o%of thisvalue. <br /> �, Number of Septic Tnnks or Compnrtments: � Efftuent Screen&Alarm? NO <br /> Type o�Sal Treahne�t�d Di��Ar�' Type of Di�uOorr" <br /> O TR^�� O� O�d O Atc�aae p�v�,���n p. Prenwe oisa,bu�on-tevd <br /> O vr�s�.e�istr��io�-�mk.d <br /> Q DriP Di�. Q Hddi�9 TaMc�ah� <br /> 'Selection Required Benchmark Elev= 1014.8 ft <br /> System Type sencnmark�ocanon: spike in power pole <br /> �Type I ❑Type 11 ❑Type III ❑Type IV ❑Type V TYPe of Distribution Media: <br /> Rock <br /> D. Pump Tank 1 Capacity: �Gatlons Pump Tonk 2 Capacity: �Gallons <br /> l�l <br /> 2. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 28 inches 2.3 ft Elevation 8 Lxation of Limiting Layer: 1013.7 ft <br /> B. Meawred Percent Lnnd Slope: 4.0 % 0.0 Location: ShOulde� <br /> C. Soil Texture: L08m Perc Rate• �A,�p� <br /> D. Soit Hydraulic Loading Rate: 0.60 GPD/ftZ E.Contour Loading Rate 12.0 Gal/ft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area �ft2 Sidewatl Depth �;n Tre►Kh Width �in <br /> Totat Lineat Feet �f[ Number of Trenches � Maximum Trench Depth �in <br /> Designers Max Trench Depth in <br /> Bed Desi�Summary <br /> Absorption Area �ftz Media Below Pipe �in Bed Length �ft <br /> Bed Width �ft Maximum Bed Depth �in Designers Max Bed Depth �in <br /> Mound Design Summary <br /> �rP���� 625 ftZ Bed Length 63 ft Bed width 10.0 ft <br /> Absorption Width 2Q,Q ft Clean Sand Lift 1.0 ft Berm Width (slope 0-1%)�ft <br /> Upstope Berm Width 10.� ft �wnslope Berm Width 16.0 ft Ends(ope Berm Width 10.0 ft <br /> Total System Length $3 ft Total System Width 36 ft <br /> At-Grade Design Summary <br /> Absorption Bed Width �ft Absorption Bed L�gth �ft System Height �ft <br /> Absorption Bed Area �ftz Upslope Bertn Width �ft Downslope Berm Width �ft <br /> Endslope Berm Width �ft System Length �ft System Width �ft <br />