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6'. �.��a+ 'S n �':."{1� t ;s. �:c;.�:,r^. � .bk..:i 4" w<:".. r1G v �` ��x�q�aw+ .&a'.� 4c,,�`�'M',' r w 9y;,'r t� .y�*�� �, ,� �''fi.,� j ��:r �.r��•���y <br /> . r.! d. �'^nr;t� ��ewx�1' `a:rX RF e y`!?�4k a 5 r kr�",r� �F,K,�Y+. i�{,,��Y at�xtb i�3 ✓ ..f!`st�; � . �� <br /> � �" �,�s[i�i� • '"� ��i��s�y �1: �S§��;�yYdk f.. r� ,� .� €�i�,ri ���" k�'r�ksj. <br /> �' ' '�y ��'� ����fE �t"�ri gi.f�,F x�� v�'S r R�u. �.y. ��' 1$� / � 5jF a, + ��x� 4 �'�'� '� �'£e <br /> �� y j ,��,� ,� «'�,r�,��,yqa����yk�4 �p, 1��e ;�"x� t}�k�LrY� '��;?"i�l y '�tT,s��'t�t�Y`�'*h;Mi�t ^�w'�py[� �,es{+Ti�: <br /> y. . � „ � . 1 i�� 'i;�M1�� "5-y-.h ..f ���� 1 -"f x ''L 'h� � ., 'S fh L�,ct'�J� t .� E"6�? _ N�`�Yt <br /> ) �, 2. .� 'lyS .��y=4S +h,� "S ; � 'k � � 1 x •v . p :�y sj�" ,; <br /> i a� <br /> ,P"4 �,�„ 9��`',s.r���t4Y��.�� r t Y:a -�3 y°' � s�� .- z ,�.,r �i�,}� 'f"�� `3"tL a� ����'� � ',p � '*�:', <br /> ���.`.�'+ fi ,�.��r��.�,� v�" ���w'�, tP, � ,���+� � 9.�r �` t .:� ���r�'.,�.��,(w �,�3�"����� i '� �,. <br /> �[.. � a �h� d�'�s �� f S� ` i ��'w�` ta�E��t s���'r��� .L�J� � .�� E °1d� � �.H: g � <br /> , ��..4s. ,� � .'.. . , , .., �`�v��� �s ;h'C.� e r : 1� ��,��a �, y�y�.. ����i.t w ��'�s��'�C,,yt a�y��#'�"�� � a <br /> p N ri. "1°4 H 7 . :G, � �. f a Y t �n o4 r `x t � � � v's`�c <br /> W, ,�� 3 a l x ?� � 4 �1 v i d' � b r � � <br /> . °f 9'� ;�.k ,r4 • � }k� +. .. � v y ��� � ��7�h5��'�"¢.��i'Y�'�tiT'.+�V����u�';g"i9i'�: � � } �„ <br /> . <br /> � � N��' �. ��yf^ 4 i S R " � �. i�d�j���� .r� i"�F,'!� �y'� ��*�.�� ��� �, �t��. ���'�7�'� C{ �.,7 l+r�� . <br /> ,i p <br /> -M - e.�:t:, '4�"�b��pr�� �h�<i�' 'd� r s, ^� �.�, x � �•sS�b"'.z �:' - 7 <br /> j`.,� ... .�� ..` , . ' , ��., .: <br /> F +� � � ,� -:+ a .i1 '{ � * - <br /> i:i ��i.uF �` r T �.1 .'%a ' c, ��i ��s1,� �u <br /> � YS���� ; ���y��7� <br /> � �. <br /> ,y Page 3 - N120-10815 �` �: <br /> �: <br /> � <br /> i:- <br /> The glacfal till, mixed alluvium and fine al�uvium consists of cohesive <br /> ��: <br /> '� sotls. The �onsistency of these soils varies fran medium io stiff with the w" <br /> ;:�' <br /> r maJority of the soil be�ng rather stlft to stift. �� <br /> :;��,'-'; <br /> w ?he coarse alluvial deposits consist of silty sand and sand. As indicaterS �,�,` <br /> �, :.f, <br /> i,�;.� <br /> by the Kva7ues, these so�ls are der.se. � �`v <br /> �'§.x;#; <br /> .... 'a,°; <br /> Mater Levels <br /> �_ ;�. <br /> ���. <br /> . .�:. <br /> •�. <br /> Mater level �neasurements were made i�� the borings and the daca is given on �`��° <br /> �;� <br /> • • the logs. No sources of ground water were noteC in the barings at the tia�e >�' <br /> ' :�� <br /> � � this work was do�e. The elevation of the lake is 930', wM ch is from 30' to �`i� <br /> � 40' below existing grade. :easonal and yearly fluctuatio�s of the xater <br /> � level cen be expecird, <br /> �- <br /> ,-. E��GInEERihG kEviEW <br /> r. <br /> "" Pro,s,oct lnformation <br /> F' <br /> M <br /> The folla+ing data represents our unCerstand�ny cf the project. lt <br /> � ,.. canprises an irt�ortant part of our engineering review. If. as the <br /> , , pro,ject develops, there are changes from the stated vatues. we request <br /> " that you contact us for additional revie,r. <br /> � <br /> �-� <br /> � �'�E�.�b��"�3� ,:��'�'g�'�'9 � � „ <br /> c....��:�v ,�_,',. <br /> t.r' <br /> r} � y�� 'M1 x �`-g F- , _ _k . <br /> y s qy <br /> .0 Y "r �f .oY yt a+�}�'v '�, `� �'� d` �_ � . <br />. ��� �w A�i�`� �P ,�� n, ��:��, z .r?'r �s y � ' r � � " :',.) . <br /> 3�. f"F5�r� p o „`�' t F� t,, t � �. �.�`� t� - ra �'� <br />� � ,'� e � ���'_.'v� '"fy �X"S'r�+ y� "-� �M F � r Ja�x�yx �,�� w �� � ��r iN, i ',,� . <br /> "r�e+ � , ca�"�` tw�.h�itc'���t�� +ry� ,��'T a xiyle`(' 3 �.�� �` ' ",�� „J a �.�n�lt 1"� � '1.! ''. f%��' <br /> � � t 1 <br /> i t.y+Y: <br /> � 'c .�� '��'�'�'�� "�' '�- � t � : <br /> '�;, 5 ��'k�y� r n�r� v i�� b . . <br /> V��`� T ,�r. "�"4''�kt�4°��P�� �'J{`#`v�� i Y'. j G ;F 't �` a <br /> �la : <br /> i� ,F4 t � d��y'y�fy t K''= y � a : <br /> ,r <br /> � '�� 1 L"2V�� �Y`Y J y � , y r } <br /> y�� F ` �, �ia���,�'. �.+ r�;rr � � e�r <br /> .:, � r�"r y c . , ' . ; . <br /> �. s � <br /> r <br /> �? , <br /> � > <br /> ,r Y�+�-� `�.'�.r ui�Y�t,? ✓�a �„, . ., t� v,. <br /> s!�}L�Gqny�,. N� y w <br /> . . . . . �., i� i'-. .w.., ���. .. . C�',v`4N':5`".l�Y .? �#11�� 'k.� ,'� .r�, ... ,. ... a 1�;� h e . _ ,. S. . .H r �. ... , . . . <br />