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- OSTP Des��n Summa Worksheet UNIVERSITY w':� �� <br /> Minnesota Pollution � OF MINNESOTA � ��� "'"� <br /> Control Agency ��.��� <br /> �operty owneric�ient: Gorden James nstruction Project ID:� ���'�'� <br /> Site Address: 1100 Pine View Drive(S te A) <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Desiqn F(ow: 60� Gdllons Per D (GPD) Note: The esttmated destgn Jlow is mraidered a pevk jlow rote ir►ciuding n sofety <br /> fnctor.For tong tertn performante,the average daily j/ow is recommended to be< <br /> B. Septic Tank capacity: 2250 Gatlons 6o%of this rolue. <br /> �, Number of Septic Tnnks or Compartments: �� Effluent Screen&Alarm? NO <br /> Type of Soa Treahr�+nt ad Dfspersal Area* I Type of Dstri6ution• <br /> Q Trencha p Bed �Mound Q At de O�v�,��n QQ Pressure Distr�utlon-I.evd Q Pressue Da6ibution-Unkvel <br /> O o�D�. Q r�dd�,y Tar�O <br /> *Selection Required Benchmark Elev= 1014.8 ft <br /> System Typs Benchmark Location: spike in power pole <br /> �Type I Q Type II ❑Type III i�Type IV ❑Type V TYPe of Distribution Media: <br /> Rock <br /> D. Pump Tank 1 Capacity: �Gallons Pump Tonk 2 Caparity: �Gallons <br /> 2. SITE EVAIUATION: <br /> A. Depth to Limtting Layer: 28 'nches 2.3 ft Elevation @ location of Limiting Layer: 1013.7 ft <br /> B. Measured Percent Lnnd Slope: 4�0 % 0.0 Locatbn: ShOUldef <br /> C. Soit Texture: LOdm Perc Rate• ��MPI <br /> D. Soil Hydraulic Loading Rate: 0. 0 GPD/ftZ E.Coniour Loading Rate 12.0 Galfft <br /> 3. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area �ft2 Sidewall Depth �in Trench Width �;n <br /> Total Lineat 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 Mdximum Bed Depth �9n Designers Max Bed Depth �in <br /> Mound Design Summary <br /> Absorption Area 500 ft2 Bed length 50 ft Bed Width 10.0 ft <br /> Absorption Width 20.0 ft I Clean Sand Lift 1.0 ft Berm Width (slope 0-1%)��ft <br /> Upslope Berm Width 10.0 ft Downslope Berm Width 16.0 ft Endslope Berm Width 10.0 ft <br /> Total System Length 7Q ft ' Total Sysiem Width 36 ft <br /> At-Grade Design Summary <br /> Absorption Bed Width �ft Absorption Bed Length �ft System Height �ft <br /> Absorption Bed Area �ftz Upslope Bertn Width �ft Downslope Berm Width �ft <br /> Endslope Berm Width �ft System Length �_�ft System Width �ft <br />