Laserfiche WebLink
. , ��1NIVr.RSITY <br /> OF MINNESOTA ������ � <br /> t r z� r{�;iv�irt�w <br /> OSTP Field Evatuation Form ,rir r ��. <br /> ��. <br /> 1.Contact Information ro�ec <br /> v 11.09.22 <br /> Property Owner/Client Peter Eckerline Client Phone Number: <br /> Address Same <br /> Date 4/27/2012 Weather Conditions Sunny to partly doudy <br /> 2. Utility and Struciure Information <br /> Utility Locations Identified ❑Gopher State One CaU 1J �� ❑Any Pnvate Utilities <br /> Property Lines ❑Determined and Approved By Ctient Client's Approva!(initi � �� <br /> ❑Determined But Not Approved � � ,y�i? <br /> ❑Approximate �� �� ��� <br /> Q Property Lines Surveyed <br /> Locate and Verify(see Site Evoluation mop) <br /> ❑� Existing Buildings �Improvements �Easements QQ Setbacks <br /> 3. Site Information <br /> Percent Slope 14-Jan Slope Direction East <br /> Landscape Position Shoutder Slope Shape Linear/Convex <br /> Vegetation type(s) Trees and grasses <br /> Evidence of cut,filt,compacted or disturbed areas �Yes ❑No ❑Locate Areas on Site Evaluation Map <br /> Discuss the ftooding or run-on potential of site Build saddte upslope of At-Grade to divert rein and snowmelt. <br /> Identify benchmarks and etevations(Si[e Evaluotion Map)Top of Block by A.C. <br /> Proposed soil treatment area adequately protected �Yes ❑No <br /> 4. General Soils Information <br /> Original soils ❑� Yes ❑No <br /> Type of observation ❑Soit Probe �Soil Boring ❑Soil Pit <br /> Number of soil observations ❑4 <br /> Soil observations were conducted in the proposed system location �Yes ❑No <br /> A soil observation was made within the most limiting area of the proposed system �Yes ❑No <br /> Soil boring tog forms completed and attached ❑� Y� ❑No <br /> Percolation tests performed,forms compteted and attached ❑� Yes ❑No <br /> 5. Phase 1.Reporting Information <br /> Depth to standing water inches Anticipated construc[ion issues <br /> Ftood elevation NA feet <br /> Depth to bedrock NA inches <br /> Depth to periodicalty saturated soit 38 inches <br /> Maximum depth of system 0 inches <br /> Elevation at system bottom 111.5 feet Differences between soil survey and fietd evaluation <br /> Percotation rate 22 min/inch <br /> Loading rate 0.6 gpd/ftZ <br /> Contourtoading rate 5 gpd/ft <br /> Site evaluation issues/comments <br /> 2 runs of existing[renches that need to be removed and fitled with Mound Sand to get required 36 inches of soil <br /> seperation. Dig sump pump at end of each trench,have Pumper remove effluent. Some rock can be left in trench <br /> because of depth of existing trench cover and still have required seperation. Do not dig into bottom unless dry. <br /> !hereby certify that I have compteted this work in accordance with atl applicab ordinances,rutes and laws. <br /> George's ExdDa(e Denn DG � L3368/C3226 04/27/12 <br /> (Designer) (Signature) <br /> (License#/) (Date) <br /> /C c/�.3� <br />