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UNIVERSITY <br /> OF MINNESOTA OSTP Field Evaluation Form <br /> ;,.�\�, <br /> 1.Contact Information v 11.05.31 <br /> Property Owner/Client Gabrtel Jabbour Client Phone Number: <br /> Address 440 Big Istand,Orono <br /> Date 7/22/2013 Weather Conditions sunny-soils dry <br /> 2. UHi1ty and Structure Informatlon <br /> Utility Locations Identified ❑Gopher State Onc CaU= 1-800-252-1166 ❑Any Private U[ili[ies <br /> Property Lines ❑Determined and Approved By Client Client's Approval/initiall <br /> ❑Determined But Not Approved <br /> ❑� Approsimate <br /> ❑Property Line:Surveyed <br /> Locate and Verify�see Sfre Eva(uarion mcp� <br /> ❑� Exi:ting Buildings ❑Improvement; ❑Ea.ements ❑Setback: <br /> 3. Site information <br /> Percen[Slope Slope Direction <br /> Landscape Position zhoulder Slope Shape Linear <br /> Vrgetation typels� qrass-trees <br /> Evidence of cut,fill.compacted or disturbed areas ❑Yes ❑� No ❑Lxa�e Aroa:on Siee Evaluacion Mno <br /> Discuss the flooding or run-on potential of site no flooding in proposed site location <br /> Identlfy benchmarks and elevations ISite Evaluation Map� <br /> Proposed soil trea[ment area adequately protected �Y� ❑No <br /> 4. Generol Soils Information <br /> Original soils ❑� Yr. ❑No <br /> Type of observation ❑Soi�Groba �Soil Borin� ❑Soil Pic <br /> Piumber of soil observations �3 <br /> Soil observations were conducted in the proposed system laation �Y� ❑No <br /> A soil observation was made within the most limiting area of the proposed system �Yes ❑No <br /> Soil bonng log forms completed and attached 0 Ye= ��'�O <br /> Percolation tests performed,forms completed and attached ❑Ye= �� <br /> 5. Phase I.Reporting Information <br /> Depth to standing water na inches Anticipated construction issues <br /> Flood elevation na feet <br /> Dep[h to bedrak na inches <br /> Depth to periodicaUy saturated soil 18 inches <br /> Maximum depth of system 1 Sinches of sand inches top of rockbed is 97.7 <br /> Elevation at system bottom 95.2 feet Differences be[ween soil survey and field evaluation <br /> Percolation rate 30 mtn/inch <br /> Loading rate 0.5 gpd/ftZ <br /> Con[ourloading rate 12 gpd/ft <br /> Site evaluation issues/comments <br /> I hereby certify that I have compteted this work in accordance witfi all applicable ordinances,rules and laws. <br /> (Designer) (Signature) (License tl) (Date) <br />