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MinnesotaPollution OSTP Design Summary Worksheet UNIVERSITY " J � �� <br /> r;r �....�� � _- <br /> tontrol Agency OF MINNESOTA '�:;��J <br /> Property Owner/Client: Gonyea Homes Projed ID:��v 06.12.13 <br /> Site Address: 195 Kinty�e Lane,Orono,Hennepin County Date:� <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Nofe: The estimated design ftow is considered a peak flow rate <br /> including n sofery factor.For long term performance,the average <br /> B. Septic Tnnks: daily ftow is recommended to be<60%of this velue. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in ��Tanks or Compartments <br /> Efftuent Screen: No Alartn: No <br /> C. Nolding Tanks Only: <br /> Mi�imum Code Required Capacity:�—�Gallons,in ��Tanks <br /> Designer Recommended Capacity:C�Gallons,in ��Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tank 1 Capacity(Cade Minimum):�Gallons Pump Tank 2 Capacity(Code Minimum): �Gallons <br /> Pump Tank 1 Capacity(Designer Rec): �—�Gailons Pump Tank 2 Capacity(Designer Rec): ��Gallons <br /> Pump 1 36.0 GPM Total Head 37.1 ft Pump 2��GPM Total Head �ft <br /> Supply Pipe Dia. 2.00 in Dose Volume:��gal Supply Pipe Dia.C�;n Dose Votume:C�ga� <br /> 2. SYSTEM TYPE <br /> Type of Soil Treatmen[and Oispersal Area* r <br /> � hench Q Bed QQ Mound I �Grevlty Distr�utlan QQ Raaae Dlstribution-l.evel Q Pressure Distrbutlon-I.kdevel <br /> Q Drip Q Holding Tank O At-Grade 'Selection Required Benchmark Elevation: 1054.0 ft <br /> Benchmark Location: Topo map <br /> System Type <br /> Type of Distribution Media: <br /> 0 Type I ❑Type I{ ❑Type III �Type I V ❑Type V 0 Dreinfietd Rock �Registered 7reatrneM Media: <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 Limiting Layer:� 1052.4 D. Soil Texture: Loam—� <br /> E. Loc.of Restricive Elevation: F. Soil Hyd.Loading Rate• 0.60 GPD/ft� <br /> G. Minimum Required Separation:C�in. �ft H. Perc Rate: 6.0 MPI <br /> 1. CodeMaximum Depth of System:��9� Comments: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area��ftz Sidewall DepthC��n Trench Width��� <br /> Total Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth���� <br /> Contour Loading Rate��ft Designers 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 Designers Max Bed Depth�in <br />