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Desi n Summary Worksheet <br /> pqy omeir/CpenG Matthm Katteltasen File it: SD1000317 <br /> Site Address: 3425 Wateroown Rd Crow MN 55356 Date-, 10/5/2017 <br /> Email Address: Phone Number. 320 761-7120 <br /> 1. DESIGN FLOW,STRENGTH OF WASTE,AND TANKS <br /> A. Residential Design Flow: 600 Gattass Per Day(GPD) Number of Bedrooms(Residential): <br /> Type of Wastewater, Residential Treatment Level: C Sdect Treaanenc Lew!c/or nodenud septic tm*of went <br /> B. Septic Tank Siring <br /> 1.Residential dwellings <br /> Septic Tank Capacity(Code Minimum): Gallans,in Tanks <br /> Designers Required Septic Tank Capacity.F----2250 inTanks <br /> 2. Effluent Screen @ Ala (YIN): Yes Atanufacdrer/Model screen <br /> Alam <br /> C. Pump Tank 1 Capacity(Code Minimum): 1000 Gatloss <br /> Designers Required Pump Tank Capacit)rF 1250 Gallons <br /> Pomp 1 45.0 GPM Total Head 29.0 ft <br /> Supply Pipe Dia. 2.00 in Dose Volume: 100.0 gat <br /> Z. SYSTEM AND DISTRIBUTION TYPE <br /> Sat Treatment Area Type: Mound Distribution Type- Pressure Distribution-Levet <br /> Benchmark Reference Elevation: See Sketch ft Benchmark Location: See sketch for location <br /> MPCA System Type: Type i Type of Distribution Media: Rock <br /> 3. SITE EVALUATION SUMMARY: <br /> A. Depth to Limiting Layer: 12 in 1.0 ft G. Soil Texture:C Silt Loam <br /> B. Elevation of Uffftng Layer. %.6 H. Sail Hyd.Loading Rate: 0.60 GPD/fe <br /> C. Loc.of Restrictive Elevation: see sketch 1. Perc Rate: 9.0 MPI <br /> D. Minimum Required Separation: 36 in 3.0 ft J. Soil with>35%Rock Fragments Present(yes/no)? Eil <br /> If yes describe below- %rock and layer thickness,amount of soil credit and any <br /> E. Code Maximum Depth of System: F—Mound in additional information for the rock fragments ragments in this design. <br /> F. Measured Land Stope: 5.0 % <br /> 4. SOIL TREATMENT AREA DESIGN SUMMARY <br /> Mound Design Summary <br /> Absorption Bed Area 500.0 fe Bed Length 50.0 ft Bed width 10.0 ft <br /> Absorption Width 27.0 ft Clean Sand Lift 2.0 ft Berm Width (0-1%) ft <br /> Upslope Berm width 15.0 ft Downslope Berm Width 21.0 ft Endsiape Berm Width 15.0 ft <br /> Total System Length 80,0 ft Total System Width 46.0 ft Contour loading Rate 12.0 gal/ft <br /> Level&Equal Pressure Distribution Summary <br /> No.of Perforated Laterals Perforation Spacing 2 5 ft Perforation Diameter 1/4 in <br /> Latest Diameter 2.011 in Min.Delivered Volume 98 gal Maximum Delivered Volume 150 gal <br /> I herr certify that 1 have compieted this work in accordance with all applicable ordinances,tides and laws. <br /> c,.i_ ,�.�.�� <br /> uaycan W.Lkrsser GGA- 966 to/os/n <br /> (Desir—) (51*0ture) ( ff) (tee) <br />