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�ti�^,��t��,t„�� OSTP Design Summary Worksheet �-NIVERSITY .,,.�� <br /> Controi Agency - ,� <br /> u ����,;, <br /> __ OF.'�INNBSOTA ' � <br /> P�OPer1.y Owner/Client: Kurt Carot Schmidt ��"� <br /> ProjertlD:�v 12.08.06 <br /> Site Address: Jacob Mil!Road O�ono MN 55364 <br /> Date: 5/16/13 <br /> 1. DESIGN FLOW AND TANK$ <br /> A. Design Flow: ��Galtons Per Day(GPD) Note: The estfmvted design ftow is considered o <br /> peok f[ow rate <br /> B. Septic Tnnks: inc(uding a safety factor.For(orrg term perforrnance, the averaqe <br /> daily flow is recommended to be<�of this va(ue. <br /> Minimum Code Required Septic Tank Capacity: 2000 Gattons,irt ���—'�Tanks or Compartments <br /> _J <br /> Recommended Septic Tank Capacity; 2000 Gatlons,in C—lTanks or Compartments <br /> _1 <br /> Effluent Screen&Alarm? y� <br /> C. Holding Tonks Onl y: <br /> Number of Holding Tanks: �� Total Volume of Holding Tanks:��Gallons <br /> Type of High Levet Alarm: D L V <br /> D. Pump Tonk i Capacity: ��� Gatlons Pump Tank 2 Capacity: <br /> '600 Gattons <br /> 2. SYSTEM TYPE <br /> Type of$pil Treahnent and Dispersal Area* Type of Distridition" <br /> O Tre�, O aea OO ri«,�a O At-c�de <br /> ��P �Holding Tanl Q p�y ���Y Distriaition 0 Preswre Distrlbution-Level �Pressure DistribuEi�on-Unleu�ei <br /> 'Selection Required Benchmark Elev= 1000 {t <br /> System Type Benchmark Location: Top of hitt � <br /> � ,� Type of Distribution Media: <br /> �TYPe� �,?TYPe I� u TYPe III �TYPe N �TYPe V <br /> 3. SITE EVALUATION: <br /> A• Depth to Limiting layer: 13 in 1.1 ft Elevation Ft Location of Limiting Layer: 95.3 ft <br /> B• Minimum required separation:��in 0.2 ft l.ocation: <br /> B. MeQwred Percent Land Slope: 6.0 % 0.0 Code Maximum Depth of System: 11 i�• <br /> C. Soil Texture: Loam Perc Rate: 5.84 MPI •9f va(ue is n <br /> egative a mound is required <br /> D. Soit Hydraulic Loading Rate: 0.60 GPD/ftZ E.Contour Loading Rate 12.0 Gal/ft <br /> 4. DESIGN SUMMARY <br /> firench Besign Summary <br /> Dispersal Area�ftz Sidewatt Depth�;� Trench Width���� <br /> Total Lineal Feet��� Number of Trenches� Code Maximum Trench Depth��� <br /> Designers Max Trench Depth�9� <br /> Bed Design Summary <br /> Absorption Area��ft2 Media Betow PipeC��n Code Maximum Bed Depth�9n <br /> Bed Width�ft Bed Length��ft Designers Max Bed Depth��� <br /> Mound Design Summary <br /> Absorption AreaC�� ged I�qgth�,�—�ft Bed Width �� {� <br /> � .d ��J <br /> Absorption Width�� ft Clean Sand Lift(�—�ft germ Width (siope 0-1%)�ft <br /> L_.�_J <br /> Upstope Berm Width��ft Downslope Berm Width��ft Endslope Bertn Width�ft <br /> Tota!System Length 5`�-� ft Total System Width�ft <br />