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L-l� <br /> - �C?�R"I•�'iCATIO?�' �l OC;27 �oqs of Soil Bo inas <br /> Locatio:� or Project John McDowell , Tract , RLS748 , Parcel 1, East Site ,Orono <br /> I3orings made by ;-P Testinc Tnc . Steve Sch�r^�ers _ Date 10-17-89 <br /> C: ass��iction System: nAS�-'.J ; USD�-SCS X ; Unified ; Other <br /> nuqer used (c'�eck two) : H��.^.d X , or Powe , Flight , or Bucket X <br /> � 2 <br /> Denth , P_�or�r.g number 1 � hD pth , Boring number <br /> ��,z � � n <br /> fee'� � S��rface elevation 102 . 6 i 1f et Surface elevation 102 . 9 <br /> , <br /> � _ � ' ; � - � - <br /> i Topsoil dark brown loam + ! ! Topsoil dark brown loam <br /> , 0 - 10" j � � 0 - 10" <br /> � _ Brown clay loam � I 1 - Bro�m clay loam <br /> � <br /> 10" - 1:-1/2 ' -MOTTLING I <br /> 1 Olive brown clay loam 10" - 1 ' 10"-MOTTLING <br /> ,, � Rust olive brown clay <br /> � - t 1-1/2 ' - 2 ' 2" � 2 - y loam <br /> ; , 1 ' 10" - 2-1/2 ' <br /> Rusty olive brown � � <br /> clay loam � I 3 _ Rusty gray brown clay <br /> 3 - I loam strong <br /> 2 ' 2�� � 3 � 4�� 2-1/ 2 ' - 3-1/2 ' <br /> . . � � <br /> i Rusty olive brown I Rusty gray silty <br /> c� - j loam � 4 loam <br /> � I 3-1/2 ' - 4 ' 8" <br /> � � �� � ( I ra brown <br /> 1 3 4 - 5 Rusty g y <br /> 5 - 5 ' loam <br /> � HIT ROCK 4 ' 8" - 5-1/2 ' <br /> j � Rusty olive brown loam <br /> 5 - � I I 5 - , 5-1/2 ' - 6 � <br /> i � <br /> i � i <br /> , <br /> � - ` � - --- <br /> � <br /> � <br /> i � 8 � <br /> Q - _ 's <br /> 1 ' <br /> 1 <br /> i <br /> i ! <br /> � I i <br /> !;nd of borinc at 5 � �eet. End o� boring at 6 � feet. <br /> �tandir.g ����'�er ta�le : Standing water table : <br /> present at {e�} of c:eatn, present at feet of depth, <br /> '�o�.:rs �a{'�er :�o�,�:��; . nours af ter bor_ ing . <br /> �:o'� nr_es�r.t �n ho'_� X Not oresent in hole X <br /> �,c,r,�'�.,d so�� : hiottlec', soil : <br /> O:��erved Zt 1-1 2 '{ _ } Observed at 1 ' 10" feet of depth. <br /> .---�- _cc _ o� dep*�h. <br /> �o'� L r�scnt irl ho� � Not present in hole <br /> �'�.�.�.,.,+-S ; Cor�r�e~�'�s : <br /> i� <br />