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, <br /> OSTP Desig� Summary Worksheet urr�vERs�TY '"�� <br /> Minnesota Poliution OF MINNESOTA <br /> �ontroi Agency ��� <br /> Property Owner/tiient: Gwiyea Homes Project ID:��v 06.12.73 <br /> Site Addreu: 125 Ki�tyre Lane,Orono,Hennepin County Date: 7/9/14 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Galtom Per Day(GPD) Note: The estimated design flow is considered a peak flow rate <br /> including o sojety factor.For long term performance,the average <br /> B. Septic Tanks: dail y flow is recommended to be<60%of this vaiue. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gat[ons,in C�Tanks or Compartments <br /> Recommended Septic Tank Gapacity: 2250 Gallas,in �Tanks or Compartments <br /> Effluent Screen: No q�a�: No <br /> C. Ho(ding Tanks Only: <br /> Minimum Code Required tapacity:��Galtons,in ��Tanks <br /> Designer Rxommended Capacity:C�Gat(ons,in �Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tank 1 Capacity(Code Minimum):�Gallons Pump Tonk 2 Capacity(Code Minimum): C�Galtons <br /> Pump Tank 1 Capacity(Designer Rec): ��Gallons Pump Tank 2 Capacity(Designer Rec): �Gallons <br /> Pump 1 36.0 GPM Total Head 40.0 ft Pump 2��GPM Total Head �ft <br /> Suppty Pipe Dia. 2.00 in Dose Votume:��gal Suppty Pipe Dia.�in Dose Votume:�gal <br /> 2. SYSTEM TYPE <br /> Type of SoN Treatrrimt and Dispersal Area' <br /> Q T�md� Q�d �Mound � Q Gravlty Dktrbutlon �Rernre Distr�utlon-Levd �Ressvre DktrbiMoti-lM�level <br /> O�P O��rank G A�'�a� "Selection Required Benchmark Etevatlon: 1048.0 assumed ft <br /> Benchmaric Location: ground at topo map <br /> System Type Type of Distribution Media: <br /> [�Type I ❑Type I I ❑Type I II [�Type I V ❑Type V 0���^�R°d` ❑Regislered Treatment�te�a: <br /> 3. SITE EVALUATlON: <br /> A. Depth to Limiti�g Layer: 20 i� 1.7 ft B. Measured tand Stope%: 8.0 % <br /> C. Etevatlon of Limiting Layer.�- 1045.8 D. $oit Texture: Loam <br /> E. Loc.of Restricive Elevation: F. Soil Hyd.Loadir�Rate: 0.60 GPD/ftZ <br /> G. Minimum Required Separation: 36 i� 3.0 ft H. Perc Rate: 7.0 MPI <br /> i. Code Maximum Depth of System: Mound in ��r��; <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area�ft2 Sidewall Depth�9n Trench Width�in <br /> Total Lineat Feet�ft Number of Trenches� Code Maximum Trench Depth�in <br /> Contour Loading Rate��ft Designers Max Trench Depth�in <br /> Bed Oesiop Summary <br /> Absorption Area�ftz Medie Below Pipe�in Code Maximum Bed�epth�in <br /> Bed Width�ft Bed LengthC�ft Designers Max Bed Depth�in <br />