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13-16 u SECTION 13: Forms and Reference <br /> • <br /> OSTP Design Summary Worksheet UNIVERSrTY Minnesota Pollution <br /> ' - - <br /> Control Agency OF MINNESOTA i;y; .. <br /> Property Owner/Client: 77.1 j5 a Nile- Project ID: v 11.10.10 <br /> Site Address: Sr Mer3447— ClA fd., <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Design Flow: 9 OOP Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rate including a safety <br /> factor.For long term performance,the overage dally flow is recommended to be< <br /> B. Septic Tank capacity: 7.. poop Gallons 60%of this value. . ._ <br /> C. Number of Septic Tanks or Compartments: S Effluent Screen&Alarm? 04 , <br /> Type of Soil Treatment and Dispersal Area* Type of Distribution* <br /> O Trenches 0 Bed O At.Qade <br /> 0 Gravity Distribution diff)Pressure D union-teed 0 Pressure Distrbuaon-Unkvd <br /> Otherl r <br /> O Drip Dish@. 0 Holding Tank 0 <br /> •Selection Required Benchmark Elev- ft • <br /> System Type Benchmark Location: ,trisneser <br /> T ype I 0 Type ti ['Type III ['Type iV [(Type V <br /> Type of Distribution Media: <br /> D. Pump Tank f Capacity: /Sop Gallons Pump Tank 2 Capacity: Gallons <br /> 2. SiTE EVALUATION: ' <br /> A. . Depth to Limiting Layer: 2.4 inches [ ]ft Elevation li Location of Limiting Layer: 1 ivas,4 ift <br /> B. Measured Percent Land Slope: ( I E- % 0.0 Location: 0_1&:,,,,,...4 Z k, <br /> C. . Soil Texture: joike,.1/ S/t.7`f CEPPO Perc Rate: 6-m MPI <br /> D. Soil Hydraulic Loading Rate: a ')a GPD/ft2 E.Contour Loading Rate Gat/ft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area ft2 Sidewall Depth . in Trench Width in <br /> Total Lineal Feet ft Number of Trenches Maximum Trench Depth in <br /> Designer's Max Trench Depth in <br /> Bed Design Summary - <br /> Absorption Area ft2 Media Below Pipe In Bed Length ft <br /> Bed Width .' <br /> ft Maximum Bed Depth - in Designers Max Bed Depth in s <br /> Mound Design Summary <br /> Absorption Area Mall ft2 Bed Length ?S ft Bed Width /d ft <br /> Absorption Width /S ft Clean Sand Lift 1. 0 ft Berm Width (slope 0-1%) ft <br /> Upslope Berm Width 9 ft Downslope Berm Width 30. ft Endslope Berm Width /J ft <br /> Total System Length 91 * ft Total System Width 4 ft • <br /> At-Grade Design Summary <br /> Absorption Bed Width ft Absorption Bed Length ft System Height ft <br /> Absorption Bed Area ft2 Upslope Berm Width ft Downslope Berm Width ( Ift <br /> Endslope Berm Width ft System Length ft System Width ft <br /> • <br /> 09/11 <br />