Laserfiche WebLink
OSTP Design Summary Worksheet LvivFRSITY <br /> Mi�nesotaPollution pE� �II�NESOTA <br /> Controi Rgency ,����;. <br /> Property Owner/Client: Vernon Dane Project ID:��v 06.12.13 <br /> Site Address: 2660 Fox Street,Orono,Hennepin County(SITE A future) Date: 4/12/14 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design((ow is considered o peak flow rate <br /> including a safety factor.For long term performance,the average <br /> B. Septic Tanks: dait y f(ow is recommended to be<60`�of this va(ue. <br /> Minimum Code Required Septic Tank Capacity:� Gallons,in ��Tanks or Compartments <br /> Recommended Septic Tank Capaci[y:� Gallons,in �Tanks or Compartments <br /> Effluent Screen: No Alarm: No <br /> C. Holding Tanks Oniy: � <br /> Minimum Code Required Capacity:� Gallons,in �Tanks <br /> Designer Recommended Capacity:��Galtons,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 GPM Total Head �ft Pump 2C�GPM Totai Head �ft <br /> Supply Pipe Dia.C�in Dose Volume:��al Supply Pipe Dia.��n Dose Volume:�qal <br /> 2. SYSTEM TYPE <br /> Type of Shc Treatment and Disper5dl Ared' <br /> ���;� Trench �)Bed (�j Mound r �Graviry Dktrbutlon Q Ressure DistrilxRlon-Level (�Ressure Distrbutfon-Unlevel <br /> `onp �Hokling Tank ;;at-crade •Selection Required Benchmark Elevation: 100.0 ft <br /> Benchmark Location: Top of iron <br /> System Type Type of Distribution Media: ; <br /> ;�i TypE I ', Type II Type II I '"'Type IV i—Typc V L�1 Drainfield Rocic Lj Reqistemd Treatment Media: ( <br /> � <br /> 3. SITE EVALUATION: j <br /> I <br /> A. Depth to Limiting Layer: 18 in 1.5 ft B. Measured Land Slope%: 10.0 % i <br /> C. Elevation of Limiting Layer: D. Soil Texture:r Loam � <br /> E, Loc.of Restricive Elevation: F. 5oit Hyd. Loading Rate: 0.60 GPD/ft2 <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 16.0 MPI I <br /> I. Code Maximum Depth of Sys[em: Mound in Comments: I <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area�ftz Sidewall Depth�in Trench Width�in <br /> Total 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�ftj Media Below Pipe�in Code Maximum Bed Depth�in <br /> Bed Width�f[ Bed Length�ft Designers Max Bed Depth��in <br />