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LTr�����szTY <br /> , <br /> C)F 1�IINNESOTf� OSTP Fieid Evaluation Form . <br /> 2.Contact irtformation Projet:!10: v 12.U8.06 <br /> Property OrmcrlCflent Steve And¢rson/t3enatE Hames Giertt Phone Numher. <br /> Address 517 Ferndate Road North,Orono,MN 55391 <br /> Date 3/14/2DS5 Weather Conditiorrs Sunny <br /> 2. Utility ahd Structure tnformation <br /> UYiifty Locdtio�S fdent#ied ❑Gov�S�te O�w�i# �� G AnY�va6e tJtl� � � <br /> pr�erty��� ❑oeb�mirue�f ana Appcav�d by a[ent � �Gtient's Approvat{i»#ia1) <br /> �Detcrrrdnell but nOt Aqxou�d <br /> ❑APVro�e <br /> Q Property I�ncs Surveyed <br /> Locate and Verify{see Site Evatuation rnap) <br /> C��sane Bw�� Cl Imv�+�,�.s L7� �Semad� <br /> 3. Site MfarmaLion <br /> Perteni Stope 8 8 13 Siope Direckion �ast <br /> Landscape Position Sideslope Slope 5ha¢e Lin�r <br /> Vegetation type(s) Fietd Grasses <br /> Eviderue ofi art,fi(t,rnmpacted or disYurbed areas ❑Yes �r�o ❑Laate Areas o�Sihz Evaivation Map <br /> Discuss th�ftooding or run-qn potential of site Build saddte upsiope of systecn ta divert rai�and snowmelt <br /> identify benctsmarks and etevations(Stte EvatuaPian Mop)Tempqrary BM for design. Stake at 100'. <br /> Proposed soil treatment area adequatety protected fO v� i]rto <br /> 4. Genera!Saiis informati� <br /> Oriqinal soits ��'es ❑No <br /> 7ype of observaLion ❑sai Prabe O 5�ea�g C]5aU wt <br /> Number of soit observatia9s �4 <br /> Soit observatlais were ca�ducted in the propased system loratian O va ❑ta <br /> A soil observat9on was made within the mast timiiirig area ot the propaseii system DY� ❑� <br /> Soil boring iog forms cocstpieted and attached �Yg Cl No <br /> Percotatiorr tests performed,fwms carnpleted and attacheri �Y� ❑�o <br /> 5. Phase I.Reportir�Infa�mation <br /> Depth ta sWnding water inches Mticipated construct9on issues <br /> Ffa�elevation feei <br /> Ltepth Yo bedcode inches <br /> Uepth to periodicatly saturated soi[ 20 inches <br /> Mkaximum depth uf system inches <br /> Elevation at system bottom iQ2 8 103.2 feei Differences between soii survey ar�field evatuation <br /> Percotation rete 26 min/inch <br /> l�ading rale 0.45 gpolft� <br /> Contourtoading rate 12 gpd/1t <br /> Site evaivation issues/comments <br /> Site has desig}n hardshlps. Varlance sefback to Wettand needed. 5ee acc�ompany leiter of hardships to Metro West <br /> in�pections. QUe W 5hort corttour,Mound is beil�g Spiit fnto tWo eqUBt parts,Set at dif'#ering elevations,using <br /> uneven preswre distribution and a gate valve and squirt liei�t tester to ffne iune dosing. <br /> i hereby certity ihat i have cornpieted this work in aaordance with att appti�bleordinances,rutes arxl laws. <br /> Dale Denn �83 U3J79/15 <br /> {Desl3ner) (Signatu�e) (License li) (Date) <br />