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2012-01021 (septic)
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2012-01021 (septic)
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Last modified
8/22/2023 5:24:26 PM
Creation date
1/22/2016 3:39:54 PM
Metadata
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Template:
x Address Old
House Number
4495
Street Name
Bayside
Street Type
Road
Address
4495 Bayside Rd
Document Type
Septic
PIN
0611723210004
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Minnesota Poilution OSTP Design Summary Worksheet UNIVERSITY �, <br /> Control Agency OF MINNESOTA �,���:;, <br /> ProPerty Owner�c�ient: Katherine Taylor's Homes Project ID:� v��.09.22 <br /> Site Address: 4495 Bayside Road, Orono, Hennepin County FUTURE SITE <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Design Ftow: 750 Gdllons Per Ddy(GPD) Note: The estimated design flow is considered a peak fiow rate including a safety <br /> jactor.For long term perJormance,the average daily f(ow is recommended to be< <br /> B. Septic Tank capacity: 2250 Gallons 60%oj this votue. <br /> �, Number of Septic Tanks or Compartments: � Effluent Screen&Alarm? NO <br /> Type of Soil Treatment and Dispersal Area* Type of Distribution* <br /> Q Trcrxha �j Bed �Q Mound �At'G�� Q Gravity Distribution �Pressure Distribution-Level '�Pressurc Dzdibution-Unlevel <br /> �Drip Distrib. � Holding Tank Q Othe� <br /> *Selection Required Benchmark Elev= 1015.8 ft <br /> System Type Benchmark Location: iflVeft CalVeft <br /> [�;Type I ❑Type u �Type I II �_'Type IV [_:;Type V Type of Distribution Media: <br /> Rock <br /> D. Pump Tank 1 Capacity: �Gallons Pump Tank 2 Capacity: �Gallons <br /> 2. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 22 inches 1.8 ft Elevation 8 Location of Limiting Layer: �ft <br /> B. Meosured Percent Land Slope: 12.0 % 0.0 Location: � ShOUld2f <br /> C. Soil Texture: � LOdm Perc Rate: �MPI <br /> D. Soit Hydraulic Loading Rate: 0.60 GPD/ftZ E. Contour Loading Rate 12.0 Gal/ft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area �ftZ Sidewall Depth �in Trench Width �in <br /> Totat Lineal Feet �ft Number of Trenches � Maximum Trench Depth �in <br /> Designers Max Trench Depth in <br /> Bed Design Summary <br /> Absorption Area �ftZ Media Below Pipe �in Bed Length �ft <br /> Bed Width �ft Maximum Bed Depth �in Designer's Max Bed Depth �in <br /> Mound Design Summary <br /> Absorption Area 625 ft2 Bed Length 63 ft Bed Width 10.0 ft <br /> Absorption Width 20.0 ft Clean Sand Lift �,2 ft Berm Width (slope 0-1%)�ft <br /> Upslope Berm Width 7,Q ft Downslope Berm Width 21.0 ft Endslope Berm Width �3,Q ft <br /> Total System Length $9 ft Total System Width 38 ft <br /> At-Grade Design Summary <br /> Absorption Bed Width �ft Absorption Bed Length �ft System Height �ft <br /> Absorption Bed Area �ftZ Upslope Berm Width �ft Downslope Berm Width �ft <br /> Endslope Berm Width �ft System Length �ft System Width �ft <br />
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