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650 Pinehurst Court Soit Log#10 <br /> ❑Boring ❑ Pit Elevation 982.6 Depth to SHW"f 14 Inches <br /> Depth(in) Tekture tra�ment°% matri�color redox color consistence grade shape <br /> 0-1�3 Topsoil <-3� 10��3:''_ Loose �loderate [i�ucky <br /> Id-20 Gay Loam �35 2.5y�'.i lOrd%8.1-6:'10� Friable Strong t3�ock� <br /> 30-24 Cla�� Loatn �35 10yr5.'4 10y4/8.1-6;`IOy Finn Strong t����ck> <br /> loose loose <br /> �;S Sin_le grain <br /> 11'13�?�e tiVe1�i granular bi�xl:v <br /> �s-sa <br /> firm moderate p��sma�;c p�a�� <br /> �50 Cl�id STl'OIl`� �»�tisivc <br /> I0052 I OOSC <br /> ,35 singic grain <br /> fi'Itible �i'eak �_runular blockv <br /> 35 -50 firm moderate � ���4. <br /> irismatic <br /> 'S� ma;;ice <br /> rigid strong <br /> 650 Pinehurst Court Soil Log#S <br /> ❑ Boring ❑ Pit Elevation Depth ta S}1 WT Inches <br /> D�pth(inj Te�ture fi�agment°o matrix color redox color consistence grade shape <br /> loose loose <br /> .�5 sin�,lr grain <br /> friab(e �veak era�iular blockv <br /> ;5-50 ' <br /> fIC111 lllOdel"dIZ Prismatic plat� <br /> "��� mas;i�e <br /> ri;.'_id stronL <br /> �_:_i <br /> �OOSC �OOS� singlc zrain <br /> friable �veak oranular bluck� <br /> 3>-50 = - <br /> tirltt moderate prismntic plut� <br /> �50 rigid strong �»assive <br /> �OOSI' �pOSC sinLic�rain <br /> 5�:�5 friable �ve3k granular block� <br /> 35-50 <br /> finll 1]lOCjeYd[e Prismatic plat� <br /> >$Q ntassi��e <br /> ri��id stron<� <br /> ��5 loose loose ,;,,g��grain <br /> friable �veak aranui�r block� <br /> 35 -�0 � - <br /> finn �noderate pr�smau� p�:�t� <br /> ��5� ri�id strollf� �»assivc <br /> loose loose ,�„�_��`���„ <br /> �:3j _ <br /> friable weak �_>ranular biuck� <br /> ;j -50 _ . <br /> firtn ntoderate nri�mutic platy <br /> ys� rigid stron�; ",`""" <br /> I h��reb,t•cerlifi•tFiis tirurk x�us completecl in e7ecordcr�tce irith rt/N'O80 cn�tl tr�1rlocc'�!req'.s. <br /> Rustv Olson's Soil & Perc. 810 <br /> esigner Si��nature Company License� <br />