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septic design/subdivision purposes only
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1135 Pine View Drive - 28-118-23-42-0008
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septic design/subdivision purposes only
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Last modified
8/22/2023 4:25:35 PM
Creation date
7/5/2018 1:45:04 PM
Metadata
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Template:
x Address Old
House Number
1135
Street Name
Pine View
Street Type
Drive
Address
1135 Pine View Drive
Document Type
Septic
PIN
2811823420008
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Minoesota Poltution OSTP Design Summary Worksheet UNIVERSITY ��'���� � � <br /> Controi Agency OF MINNESOTA � - �� <br /> - ,.�1. <br /> Property owner�client: John Lein Profect�u•� v tt.09.22 <br /> Stte Address: 2700 6th Ave N Orono MN Proposed tot 2 Site B <br /> 1. AVERAGE DESiGN FLOW: <br /> A. Design Flow: 750 Gallons Per Day(GPD) I�vte: The estlmot�desiqn jtow ts oa�s►dered a peak�low rate Indudtng c snfery <br /> B. Septic Tank capacity: 2250 Gallons 60%oj�twalue.e��7�Me•����ty jl��rec�wnmended to be< <br /> �, Number of Septic Tonks or Compartments: �� Effiuent Screen&Alarm 2 NO <br /> rype af sou rre�na,c and oi�rsal area= Type of D�utlon= <br /> � T�� �� �� �t�� Q�xavily Dishilwtion Q Resswe 0'stri�ution-Levd Q P�ssve Disbibution�lnkvd <br /> O�P D�. Q Hdd'eg Tank O <br /> 'Se(ection Required Benchmark Elev= 1010 ft <br /> System Type Benchmark Location: top of iron <br /> [�]Type I ❑Type!I ❑Type III �Type IV ❑Type V TYPe of Distribution Nledia: <br /> Rock <br /> D. Pump Tank t Capacity: �Gatlons P�mp Ta�k 2 Capacity: �Galtons <br /> 2. SITE EVALUATION: <br /> A. Depth to Limitiny l.Qyer: 12 inches 1.0 ft Elevation 8 Location of LimiHr�Layer: �QQp,g ft <br /> B. Meawred Aercent Lond Siope: 15.0 % 0.0 Location: ShOulder <br /> C. Soil Texture: �_ lo8m�� Perc Rate: �MPI <br /> 0. Soil Hydraulic Loading Rate: 0.60 GPD/ftZ E.Contour Loading Rate 12.0 ��/{t <br /> 3. DESIGN SUMINIARY <br /> Trench Desi�Summary <br /> Dispersal Area �ftZ Sidewatl Depth ��in Trench Width ��in <br /> Total Lineat Feet �ft Nurt�ber of Trenches C� Maximum Trench Depth �;� <br /> Designers Max Trench Depth in <br /> Bed Design�rnrnary <br /> Absorption Area �� Media Below Pipe ��in Bed Length ��ft <br /> Bed Width �ft Maximum Bed Depth C�in Designers Max Bed Depth �Sn <br /> Mound Desipt Summary <br /> Absorption Area 625 ft2 Bed t.ength 63 ft Bed Whdth 10.0 ft <br /> ��Pt�W�d� 20.0 ft Clean Sand lift 2.0 ft Bertn Width (slope 0-1%)�ft <br /> UPslope Berm 1Nfdth 10.0 ft Downstope Bemi Width 31.0 ft Endstope Bem�Width 17.0 ft <br /> Total System LenB� 97 ft Total System Width 51 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 C�ft Downstope Berm Width �ft <br /> Endslope Bertn Width �ft System Length ��ft Syste�n Width �ft <br />
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