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Mi�nesota Pollution OSTP Design Summary Worksheet uu�vERs�TY �. �, . <br /> Controt Agency OF �I I�NESOTA � w,�,�_��, <br /> Property OwnerlC(ient: Denali Custom Homes Project ID•�v 06.12.13 <br /> Site Address: 4565 Bayside Road,Orono Date: 2/26/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 260 Gallons Per Day(GPD) Note: The estimated desiyn ffow is considered a penk flow rate <br /> including a safety factor. For(ong ferm performance, the nverage <br /> B. Sepric Tanks: daily flow is recommended to be<60%of this vn(ue. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Effluent Screen: Nc q��; No <br /> C. Holding Tanks Only: <br /> Minimum Code Required Capacity:[�Gatlons,in �Tanks <br /> Designer Recommended Capacity:�Gallons,in �Tanks <br /> Type of High Level Alarm: <br /> D, Pump Tank 1 Capacity(Code Minimum):��Gallons Pump Tonk 2 Capacity(Code Minimum): �Gallons <br /> Pump Tank 1 Capaci[y(Designer Rec): �Gallons Pump Tank 2 Capacity(Designer Rec): �Gallons <br /> Pump 1 31.0 GPM Total Head 15.2 ft Pump 2�GPM Total Head �f[ <br /> Supply Pipe Dia. 2.00 in Dose Volume:�gal Supply Pipe Dia.�in Dose Volume:�gal <br /> 2. SYSTEM TYPE <br /> Type of Soil Treatment and Dispersal Ama' <br /> � r Q Gravity Distrb�rtbn v Pressure Distrl��tfon-Level 0 Reswre DistrbirtiondAdevel <br /> � Trmch �Bed �Mound <br /> Q�rip Q Hoidinq Tank C At-Grede 'Selection Required Benchmark Elevation: sea level ft <br /> Benchmark Location: <br /> System Type Type of Distribution Media: <br /> i✓Type I i 'TVpe I I � 'Type II I ,'-Type I V ', Type V OO �rainfield rtodc ❑Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 24 in 2.0 ft B. Measured Land Slope%: 6.0 % <br /> C. Elevation of Limiting Layer: 1014.8 D. Soil Texture: Clay Loam � <br /> E. Loc.of Restricive Etevation: F. Soil Hyd.Loading Rate: 0.45 GPD/ftZ <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate:�MPI <br /> I. Code Maximum Depth of System: mound in Comments: <br /> 4, DESIGN SUAAMARY <br /> Trench Design Summary <br /> Dispersat Area�f� Sidewall Depth�in Trench Width�in <br /> Totat Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth�in <br /> Contour Loading Rate�ft Designers Max Trench Depth�in <br /> Bed Design Summary <br /> Absorption Area�ftz Media Below Pipe�in Code Maximum 8ed Depth�in <br /> Bed Width�ft Bed Length�ft Designers Max Bed Depth�in <br />