Laserfiche WebLink
OSTP Design Summary Worksheet UNIVERSITY ~~!~ Minnesota Pollution OF MINNESOTA Control Agency <br />Property Owner/Client:jPeter Rennebohm I Project ID: I jvo6.12.13 <br />Site Address: 14565 Bayside Road, Orono, Hennepin County Lot 1 Future site I Date:I 9/23/14 I <br />1. DESIGN FLOW AND TANKS <br />A. Design Flow: I 750 jGallons Per Day (GPD) Note: The estimated design flow ts 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: I 2250 I Gallons, in I 2 jranks or Compartments <br />Recommended Septic Tank Capacity: I 2250 I Gallons, in I 2 I Tanks or Compartments <br />Effluent Screen: I No I Alarm:! No I <br />C. Holding Tanks Only: <br />Minimum Code Required Capacity: I !Gallons, in I !Tanks <br />Designer Recommended Capacity: I !Gallons, in I !Tanks <br />Type of High Level Alarm: I I <br />D. Pump Tank 1 Capacity (Code Minimum): I !Gallons Pump Tank 2 Capacity (Code Minimum): I !Gallons <br />Pump Tank 1 Capacity (Designer Rec): I !Gallons Pump Tank 2 Capacity (Designer Rec): I !Gallons <br />Pump 1 I IGPM Total Head I ltt Pump 21 IGPM Total Head I In <br />Supply Pipe Dia.CJin Dose Volume:! !gal Supply Pipe Dia. I jin Dose Volume: I jgal <br />2. SYSTEM TYPE r W>•d""'T=-""'""~'""' r .,.~u, ·-... <br />0 Trench O Bed @ Mound 0 Gravity Dlstrl>utlon @ PreSSl.l'e Distribution-Level O Pressure Dlstrl>ution•lkllevel <br />Q Drip Q Holding Tank Q At•Grade • Selection Required Benchmark Elevation: I In <br />Benchmark Location: I I <br />System Type Type of Distribution Media: <br />□Type I D Type II □Type Ill □Type IV D TypeV 0 Drainfield Rock 0 Registered Treatment Media: <br />I I <br />3. SITE EVALUATION: <br />A. Depth to Limiting Layer: I 12 lin ~ft B. Measured Land Slope%: I 6,0 1% <br />c. Elevation of Limiting Layer: I 1019.0 I D. Soil Texture: I Clay Loam I <br />E. Loe. of Restricive Elevation: I I F. Soil Hyd. Loading Rate: I 0.45 IGPD/ft2 <br />G. Minimum Required Separation: I 36 lin @Jtt H. Pere Rate:I 8.0 IMPI <br />I. Code Maximum Depth of System: I Mound 11n Comments: I <br />4. DESIGN SUMMARY <br />Trench Design Summary <br />Dispersal Area I lnz Sidewall Depth! 11n Trench Width! lin <br />Total Lineal Feet! ltt Number of Trenches! I Code Maximum Trench Depth! lin <br />Contour Loading Ratel In Designer's Max Trench Depth! lin <br />Bed Design Summary <br />Absorption Areal ln2 Media Belo~ Pipej lin Code Maximum Bed Depth! lin <br />Bed Widthl ltt Bed Length! ltt Designer's Max Bed Depth! lin