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t11�1IVERSITY . <br /> OF MINNESOTA OSTP Field Evatuation Form ;�� `�� _ _ <br /> r � �:.��o,v <br /> 1.Contact Information Project ID: v 05.13.14 <br /> Property Owner/Client Gaurav and Rema Makhija Client Phone Number: 312-320-2049 <br /> Address Same <br /> Date 3/13/2015 Weather Conditions Dry <br /> 2. Utility and Structure Information <br /> Utility Locations Identified �oPher State One Call# � �nnny vrivate utiiities <br /> Property Lines ��rmined and npproved by aient Client's Approvol(initiol) <br /> �etermined buc nat Approved <br /> �4pproximate signed copy page 29 <br /> �roperty Lines Surveyed <br /> Locate and Verify(see Site Evoluation map) <br /> �xisting Buildings �mprovements �asements �etbacks <br /> 3. Site Information <br /> Percent Slope 1 Slope Direction south <br /> Landscape Position summit Slope Shape LL <br /> Vegetation type(s) Grass <br /> Evidence of cut,fill,compacted or disturbed areas �'es �o <br /> Discuss the flooding or run-on potential of site Water will run off to pond <br /> identify benchmarks and elevations(Site Evaluotion Mop) <br /> Proposed soil treatment area adequately protected Q�es D�o <br /> 4. General Soils Information <br /> Original soils �'� �o <br /> Type of observation �01�PfObe �oil Boring �oil Pit <br /> Number of soil observations 3 <br /> Soil observations were conducted in the proposed system location �'� D�o <br /> A soil observation was made within the most limiting area of the proposed system �'B5 �o <br /> Soil boring log forms completed and attached �'es dvo <br /> � <br /> Percolation tests performed,forms completed and attached �+'es � o <br /> 5. Phase I.Reporting Information <br /> Depth to standing water inches Anticipated construction issues <br /> Flood elevation feet <br /> Depth to bedrock inches <br /> Depth to periodicatly saturated soil inches <br /> Maximum depth of system 56 inches <br /> Elevation at system bottom 89.3 feet Differences between soil survey and field evaluation <br /> Percotation rate 30 min/inch <br /> Loading rate 0.68 gpd/ftZ <br /> Contourloading rate 12 gpd/ft <br /> Site evaluation issues/comments <br /> I hereby certify that I have completed this work in accordance with alt applicable ordinances,rules and laws. <br /> Swedlund Septic �;��� 2502 3/13/15 <br /> (Designer) (Signature) (License#) (Date) <br />