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2013-01222 - new septic
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180 Kintyre Lane - 32-118-23-43-0018
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2013-01222 - new septic
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Last modified
8/22/2023 4:41:57 PM
Creation date
4/12/2017 12:22:40 PM
Metadata
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Template:
x Address Old
House Number
180
Street Name
Kintyre
Street Type
Lane
Address
180 Kintyre Lane
Document Type
Septic
PIN
3211823430018
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��� <br /> MinnesotaPollution OSTP Design Summary Worksheet UNIVERSITY <br /> Co�trol Agency �F MINNESOTA `'_�,:-�,: <br /> Property Owner/Clienk Gonyea Homes Project ID:�v 12.08.06 <br /> Site Address: 180 Kintye Lane,Orono,MN. Date: 7/12l13 <br /> 1. DESiGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated desfgn f(ow is considered a peak flow rate <br /> including a sajety foctor.For long term performance,the averaqe <br /> B. Septic Tanks: dai(y flow is recommended to be<(p%of this value. <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 /> Effluent Screen&Atarm? <br /> C. Holding Tanks Only: <br /> Number of Holding Tanks: � Total Volume of Holding Tanks:�Galtons <br /> Type of High Level Alarm: � <br /> D. Pump Tank i Capacity: 1000 Gallons Pump Tonk 2 Capacity: �Galloris <br /> 2. SYSTEM TYPE <br /> Type of Soll Treadnent and Dispersal Ar�' Type pf p�stributlon* <br /> O T�+ O� OO Mwnd Q ac�d� <br /> Q DrIP Q Fb�dkn Tank Q�°vny Distribulio� �Prcsw�e Distribution-I.evd Q Pressurc Distribution-Unkvd <br /> 9 Q Otlier:� <br /> *Selection Required Benchmark Elev=�ft <br /> System Type Benchmark Location: � <br /> ❑p T 1 p Type 11 Q Type 111 Type of Distribution Media: <br /> ype ❑Type IV �Type V rock <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 14 in 1.2 ft Elevation £t l.ocation of Limiting Layer: �ft <br /> B• Minimum required separation: 36 in 3.0 ft Location: <br /> B. Measured Percen[Lond 5lope: 12.0 % 0.0 Code Maximum Depth of System: -22 in` <br /> C. Soil Texture: � Loam Perc Rate: 32 MPI •if vatue is negattve a mound�required <br /> D. Soil Hydraulic Loading Rate: 0.50 GPD/ftZ E.Contour Loadi�g Rate 12.0 Gal/ft <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area�ft� Sidewatl Depth��n Trench Width��n <br /> Totat Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth�in <br /> Des9gners Max Trench Depth�in <br /> Bed Design Summary <br /> Absorption Area�ftz Media Betow Pipe�in Code Maximum Bed Depth�in <br /> Bed Width�ft Bed Length�ft Designers Max Bed Depth�in <br /> Mound Design Summary <br /> Absorption Area 1512 ftZ Bed Length 63 ft Bed Width 10.0 ft <br /> Absorptlon Width 24.0 ft Clean Sand Lift �,g ft Bertn Width (slope 0-1%)�ft <br /> Upslope Berm Width 10.4 ft Downslope Berm Width 38.7 ft Endslope Berm Width 15.1 ft <br /> Total System Length 93,2 ft Total System Width 59.1 ft <br />
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