Laserfiche WebLink
A-' '- OSTP Design Summary Worksheet UNIVERSITY <br /> Minnesota Pollution <br /> ControlA 9 y enc OF MINNESOTA L� <br /> Property Owner/Client: Jeff Et Paula Bath Project ID: v 06.12.13 <br /> Site Address: 2360 Willow Hill Drive,Orono, Hennepin County Date: 2/4/14 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design flow is considered a peak flow rate <br /> including a safety factor.For long term performance,the average <br /> B. Septic Tanks: daily flow is recommended to be<60%of this value. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in 2 Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in 2 Tanks or Compartments <br /> Effluent Screen: No Alarm: No <br /> C. Holding Tanks Only: <br /> Minimum Code Required Capacity: Gallons,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 Tank 2 Capacity(Code Minimum): Gallons <br /> Pump Tank 1 Capacity(Designer Rec): Gallons Pump Tank 2 Capacity(Designer Rec): Gallons <br /> Pump 1 36.0 GPM Total Head 25.1 ft Pump 2 GPM Total Head ft <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 Area• Type utuISU,liuuwr <br /> Q Trendh Q Bed 0 Mound r 0 Gravity Distribution Q Pressure Distribution-Level 0 Pressure Distron-)nlevel <br /> 0 Drip Q Holding Tank 0 At-Grade •Selection Required Benchmark Elevation: 959.0 ft <br /> Benchmark Location: Test hole#1 <br /> System Type Type of Distribution Media: <br /> ©Type I ❑Type II EType III [7 Type IV D Type V O Drainfield Rock Registered Treatment Medal <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 24 in 2.0 ft B. Measured Land Slope%: 3.0 % <br /> C. Elevation of Limitine Layer: 958,9 D. Soil Texture: Loam <br /> E. Loc.of Restricive Elevation: F. Soil Hyd.Loading Rate: 0.60 GPD/ft2 <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 3.0 MPI <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area ft2 Sidewall Depth in Trench Width in <br /> Total Lineal Feet ft Number of Trenches Code Maximum Trench Depth in <br /> Contour Loading Rate ft Designees Max Trench Depth in <br /> Bed Design Summary <br /> Absorption Area ft2 Media Below Pipe in Code Maximum Bed Depth in <br /> Bed Width ft Bed Length ft Designees Max Bed Depth in <br />