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2013-00337 - new septic
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565 Ferndale Road North - 36-118-23-14-0004
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2013-00337 - new septic
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Last modified
8/22/2023 5:01:43 PM
Creation date
8/17/2016 9:37:10 AM
Metadata
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Template:
x Address Old
House Number
565
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
565 Ferndale Road North
Document Type
Septic
PIN
3611823140004
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ProcessedPID
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MinnesataPoi(ution �STP Design Summary Worksheet urrrvERs,TY <br /> OF MINIVESOTA �'` <br /> LoMroI Agency ����- <br /> P�operty Owner/tlient: Mark Scherer Project ID:�v tY.08.06 <br /> Site Address: 565 Femdate Ave.N,Ororro,MN Date: 2/10/13 <br /> 1. DESIGN FIOW AND TANKS <br /> A. Design Ffow: 750 Gatlons Per Day(GPD} Note: 7he estimated design flow is considered a peak(tow rate <br /> including o safety factor.For tong[erm performance, the average <br /> B. Septic Tanks: dai(y ftow is recommended co be<6P�of this va(ue. <br /> Minimum Code Required Septic Tank Capacity: 2000 Ga(tons,in �T�nks or Compartments <br /> Recommended Septic Tank Capacity: 2000 Gattons,in �7anks or Compartments <br /> Efftuent Screen&Atarm?� Yes <br /> C. Holding Tanks Only: <br /> Number of Holding Tanks: NA Tatat Votume of Holding Tanks: NA Gallons <br /> Type of High Level Atarm: NA <br /> D. Pump Tank 1 Capacity: �Gallons Pump Tank 2 Capacity: ��Gallons <br /> 2. SYSTEM TYPE <br /> Type o'Sal Treatrnent and Dispersal N�" Type of Disirilwtion' <br /> (1 Trrnch Q Bed �Mound 'J At-Gracle <br /> Q Cxav�U�tribution {'�J Pressure�istnbution-Level (�Fressurc�stributiorrUnievd <br /> (�DrtP (�Holding Tank 'J Other:� <br /> "SelecHon Required Benchmark Elev= 1017 ft <br /> System 7ype Benchmark Location:�Power Pote � <br /> Q Typ�I �Type 11 �Type tli � TyPe of Distribution Media: <br /> ❑Type I V �Type L Rock <br /> 3. SITE EVALUATION: <br /> A. Depth to Limitlng Layer: 40 jn 3.3 ft Elevatton &Lo[ation of Limiting Layer. �ft <br /> B• Minimum required separation: 36 in 3.0 it Location: <br /> B. Measured Percent Lond Slope: 1.0 % 0.0 Code Maximum Depth of System:���n• <br /> C. 5oil Texture: $ilt Loam Pefc Rat2: 2U MPI •if vatue is negative a mound is required <br /> D. Soil Hydraulic Loading Rate: 0.50 GPD/ftZ E.Contour Loading Rate 6.0 GaUft <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> DispersatArea��ftz Sidewail Depth��n Trench Wtdth <br /> ��i� <br /> Totat Lineal FeecC�(t Number of Trenches� Code Maximum Trench DepthC��n <br /> Designers Max Trench Depth���n <br /> Bed Design Summary <br /> Absorption Area��ftZ Media Below Pipe��in Code Maximum Bed Depth�in <br /> Bed Width�it Bed Length�]ft Designers Max Bed Depth�]in <br /> Mound Design Summary <br /> Absorption Area�ft2 Bed Length�tt Bed Width��ft <br /> Absorption Width��ft Clean Sand Lift��t� germ WidYh (siope 0-1%)�ft <br /> Upslope Berm Width���t Downslope Berm Width�ft Endstope Berm Width�ft <br /> Totat System LengthC�ft Total System Width�ft <br /> �' i <br />
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