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. M,���,n�-''� fJSTP Design Summa Worksheet UNIVERSITY <br /> Conaol Aq��cy � OF MINNESOTA '" ,,,�� <br /> Property Owner/Client: Gonyea Homes Project ID:�v 06.12.13 <br /> Site Address: 100 Kintyre Lane,Orono MN Date: 5!5/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated design J1ow fs considered a peok jlow rate <br /> �ncluding a sajety jqctor.For ionq term perJormonce, the overoge <br /> e. Septic Tanks: doily Jfow is recommended to be�60%of ihis value. <br /> Minimum Code Required Septic Tank Capacity: 3250 Gallons,in ��Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gatlons,in �_�Tanks or Compartments <br /> Effluent Screen: No Alarm: No <br /> C. Holding 7anks Only: <br /> Minimum Code Required Capacity:�Gallons,in �—ITanks <br /> —1 <br /> Designer Recommended Capacity:�_�Gatlons,in ��Tanks <br /> Type of High Level Alartn: � <br /> D. Pump Tank i Capacity(Code Minimum):C�Gallons Pump Tank 2 Capatity(Code Minimum): ��Gallons <br /> Pump Tank 1 Capacity{Designer Ret): ��Galtons Pump Tonk 2 Capacity(Designer Rec): �Gallons <br /> Pump 1 36.0 GPM Total Head 15.9 tk Pump 2�GPM Total Head C�ft <br /> Supply Pipe Dia. 2.00 in Dose Volume:��gat Suppiy Pipe Dia.��n Dose Volume:��ga� <br /> 2. SYSTEM TYPE <br /> Type of Soil Treatrnent and Dispersai Arta• <br /> Q hmdi Q Bed �i Mo�xW r �Warlly Wc4butlon Q Ressirc Dlstributlondevel �Re�s�re Dictrbutlm�Unkvel <br /> �oriP Q Hddirx�Tank Q ae-crede •Selection Required Benchmark Elevation: sea level ft <br /> Benchmark Location: �— <br /> System Type <br /> Type of Distribution Media: <br /> �Type I ❑Type ll O Type III [�Type IV ❑Type V �Drainfield Rodc []ReqistereG 7reatment Medfe: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 22 in 1.8 ft B. Measured Land Slope X:C 4.0 % <br /> C. Elevation of Limiting Layer: 980.4 D. Soil 7exture: Loam <br /> E. Loc.of Restricive Elevation: � F, Solt Hyd. Loading Rate: 0.60 GPD/ft2 <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: b,0 MPi <br /> I. Code Maximum Depth of System: Mound in tomments; <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area��ft� Sidewatl Depth�i� Trench WidihC�i� <br /> Total Lineal feet�ft Number of Trenches� tode Maximum Trench Depthr_��� <br /> Contour Loading Rate�#t Designer's Max Trench Depth��i� <br /> Bed Design Summary <br /> Absorption Area��ft2 Media Betow Pipe���n Code Maximum Bed DepthUfn <br /> Bed width��ft Bed Length��ft Designers Max Bed Depth��n <br />