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Minnesota Pollution <br /> OSTP Desi�n Summary Worksheet V��IVERSITY <br /> Control Agency OF IVIINNESOTA �y� <br /> v 11.09.22 <br /> Property OwnerJClient: E�vl� WaChman Project ID: 5/19/15 <br /> sice nddress: 200 Bayside Trail <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Desiyn Flow: 750 Gailons Per Day�GPD) Note: The es[imated desiqn Jlow is considered c peok/low ro(e induding a saJety <br /> Jactor.for long rerm performance.the overage daily fiow is recommended to be r <br /> B. Septic Tank capacity: 2�5� Gallons 604ti o/this�clue. <br /> �, Number of Septic Tanks or Compar[ments: � Ef(luent Screen&Atorm? NO <br /> Type of So�l Treatmen[and Dispersal Area' 7ype W D�stributbn' <br /> �j Trcnches �g� Q Mound L,��ht-Grade <br /> Q Gre.i� D�stnbutan C Prasure Distribudon•Level !J Dressurc�strib�Aan-Unkvel <br /> �Dnp Gistrib �� Holdinq Tar,k Cj Oth� <br /> 'Selection Required Benchmark Elev=�ft <br /> I�J <br /> System Type Benchmark Location: S2a 12V@I � <br /> �;Type I �Type II [^Type III {-'Type iV �Type v TYPe of Distnbution Medta: <br /> Rock <br /> p. Pump Tank 1 Capacity: �Gallons Pump Tonk 1 Capacity: �Gatlons <br /> 2. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 18 inches 1.5 ift Elevation &Location of Limiting Layer: 9$$,5 ft <br /> B. Measured Percent Land 5(ope: 12.0 � 0.0 Location: BdCk5lope <br /> c. soit Texwre: Clay Loam Perc Rate: � 7 MPI <br /> D. Soil Hydraulic Loading Rate: 0.45 GPD'ft` E. Contour Loading Rate 12.0 GaVft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area �ft` Sidewall Depth �1n Trench Width �in <br /> Total Lineal Feet �ft Number of Trenches � Maximum Trench Depth �in <br /> Designers Max Trench Depth��in <br /> Bed Design Summary <br /> Absorption Area �ft` Media Below Pipe �in Bed length �ft <br /> Bed Width �ft Maximum Bed Depth �in Designer's Max Bed Depth �in <br /> Mound Design Summary <br /> Absorption Area 625 ft` 6ed Length � 63 ft Bed Width 10.0 ft <br /> Absorption Width 26.0 ft Clean Sand Lift �,5 ft Berm Width �slope 0-t%I�ft <br /> Upstope Berm Width 10.0 ft Downslope Berm Width 25,0 ft Endslope Berm width �g,Q ft <br /> Total System Length g3 ft Total System Width 45 ft <br /> At-Grade Design Summary <br /> Absorption Bed Width �ft Absorp[ion Bed Length �ft System Height ��ft <br /> Absorption Bed Area �_�ft` Upstope Berm Width ��t ' Downslope Berm width �ft <br /> E�dslope Berm Width �ft System�ength �ft System width �ft <br /> I <br />