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'.k. ie�'4 fi w4 ���"S� ��'�v �.�ti;�`' � �;�, �s '�`��-,.��h � c �� q �S��'0. d �yi N: �. r x�� �k� 5 cj� z "�j '�i, fr 4�rr c�r�, �„w„��� r, n �x �� �t or : ; pstx � � � Y'_. ar��,d� � �, �p� "� "�,� 3 n.� �^.t ' �srR:c✓t ��� � '�-�'���r y�,,�!+ �' �:i���N�'�'�r �ty`� a��r,,�d'r�i�,�-�'`� �.q,.^" �-� 1t, a x.='- rx `�t� �° '�f� t ��, � i�'�6:5 4 � �'h'�',7."� �..{ �'"�''S � '� .1'. � g'���, i '} •''2 4 4 � � t . �: S;lBSURFACE EXPLORATION PROGRAM ; y PROPOSED JAMES LEAR RESiDENCE ' � ORONO� MINNESOTA , „� �� +i `' M �., :.a � �' � �r � �:v `� J08 M120-10815 � ... � 1 ' ' .c-�Oa�.�CPLOA�1 ; r a . , � � V� �`� ,,� " �^�"� , ,�;: . , q . . . �Y LYi.,�FF .a:. Ye _ ..r'1. � �� F,1 .. > k :,f } �. � .. .n. � �� � .-G;,,t ' ' A. �' 1 y `.: '-. . .'�1��` � . �'�'�-,��� ��d� r �"1'�;�" sAYt�'C �'2�a�`, '4�r ak'�,`�F'� x.'.`� i"j�y�`�,�'.- e:��?` "„��' <�I�r*� f�'',i�x�r 4�'�.�E�f�,��P" �YY;, d.:�..�,a,��i„ . P< > �';'�F, ;u ,3,b-�'�P.�. Fa��`� «,�� �� �rk e ,� � N�:, a i " s .; '� >f �` �, ' .. � �, ; �" ���� �rAt�`���'���G t '�' �.�rf ���,6r �x .�- 'Cr3� n y x`"�" v r..',it �;, ''t � �: r S �y _a 1 a3>� r� �_ ,�ti � , � : ��.. u_ r�;d�f f;� � f �J�'� . . 3� 3�"� "�s }' . � �� � _ �y� 1� ��' �: 1y � R � rv .. +1 ; 5 � �. o�. d_.�w� r��y5"g�'�-'y1.`��:,.t�,�'r.� �7�"g �*s� A. i F },a'�� Y S� y r,��€t«�p��� ��'" �� � a i� rs�. } � r � f' � � �.:T� �,.. +iMs'S.��kFi�����ib`��t� *#,g y�; 5 ��"�`J` t+�{F 'u`�' ?c7Y , .i �� �t,. �. .� f �a r �J `TNy�. r �'s 1,� ���_k� rA \t � A' ' , � '�� �� �� �w�f�S�l'a ��y �'�S��S��{"`4E�x$�� :�'��� �7�'n�'e� : �� � �a'.br�4x _ �� �h'''�;. �.+ p 71±. �: �: �. * �ex� ���.s�'. �. l: � � bb=CqCuliE�t A`:EiuUE �F ST. PAUL, Ml�i 55S S4 + aMOr,Eot2fd5�5�tid �t �k�-'��� r O c t o b e r 1 3 1 9 8 3 _ � '3Y�43 ' r�� �w f;{� s a s._. ..,.:a•.r.•.. �.•�C'�r ._ � .s,�,i_4., �.. v.'.Fg(;.c�A i:H�r �P:C �5 .7 ti� �� a �5 �{� % r� +3 "{ �,�g % � -• =.q si � a x: . . � �' f� �' .,• ..,. BarDer Tergensen Obering b Whittaker '� _k��r � � i; 115 Scuih Meber - Suite 200 '"��''�� ury'y�. , w Colorado SpMngs. C9 80903 �� 6entlemen OFFFCERS CH.taLES�'. BRiTZiUS +n Subj: Subsurface Ezploration Pro,rar� �„d„ma„ �tneDoa�d i,,� Proposed James Lear Residence r�aAMaN E hENrr�r+<. ;� Orono. Minnesota Dres�9eOt Job t120-10815 P03EkT F �v�Tr�eav p e.ecu(�ve vK Dres�dent � CUN?NV R.EUE �� Ne have conducted a subsurface expioration program and xc�eu ,�vsa��ra� a founda;.ion review for the referenced pro,�ect. Me are HGti�EOFFtCE: �+� transrt�itting three copies of our report to you. Addltlonal sr vAu;.Mn F� topies are being sent as noted below. This work was done in o�F�ces�r+. aCcorCjnce wlth verbal authorization frort; Miles Edrn�ndson on uar.KaTo.ur� � Septem��r 30� 1993. ROCMESTcR,MN � Abcwt SOx of the soil samples wtll be held at this offtce for one month and will then be discarded unless Me are � �� notifled to hold them for a longer period of time. � � �. The opinions ezpressed in this report are based on the i+1 conditions observed at the test boring locations. If "� ''` � dffferent conditfons are encountered between borings. we request that we be notified so that these new :onditions can �' be reviewed. �" Very truly yours f�a �11 Wilfred A Wahl� P.E. �� � YAY/cml/13 � f ! Enc v cc: 2-Blaine Constructlon Attn: Miles Edmundson f.p • , ! t '� M r� *: ' 7 ASA MUTUAIPHOTtCipN TOCUENiS 1ME WF1uGAhDCriJ%+S•L�iS A.�REPpH�S af+[SUn�d�•1'kl`U'���Cuh��G:h'�.A:Vw,,:'Eaf r OG fnE=�iEkT � #; M{ 'r��.a .y3. i Yr :7z'^'T -..�..�.. _ �J,,, ,, £���--�� - � - '_ "� #��� �v �s�! s° , x.T u' i � ' �;r��" � '4� �°s+ _¢� ' r r �, y� , L'£°�h'�J�r y i..,�r Y-. ��.,���My y+���bX��y,.f � ��x} t �' �'��.kE,�15 �i ��k a . . ..�y � i,:�° �E� �/'��}r���$�� r _ � c �t,* .1v� 3 � 91�f{,�, �{�y�� ����4F��,�� 7��Y' ' S �, 4. �. }' '� w 1 k ta^ �.�4�2 Y ' t!�+�F� . � � } +n - - Y{. Yr 4� ��' `S�' . 1 �y ,�� �.. �y��;�t��-v,;,���,,� E�4 d� '��r . ;. �� �7 *,�P'" ..b �� r���� .;"Ss P��. u�§� '�9, r� f �� "-. " w .�. mm .. q. s t * S i'� 5wr �^° F.f + mk� •!e �5� �yy,�-9'� r , p #" �"�. �i �, �. r� ��! $' � '` �� * � G� t n 5v �� �,y'ff._ � r ��; yy ey } �- �, 4.4-'k r �.. #"l � �, � s+4�1 + rt� � i e s''4a. �rlku , i �si p y ���'�«'a.a ��T .::x S e�,. ;`�..� �7'y�k��„r � �,c4` ,.n,a� i+k`�'�-��;.?%n�1�sYr�r � "�"ya.,�ae��� +��Y`���.-:�'� �'�7 �s� � � F•�. . k� . �� �.e a� .� .. ., � �. - -. � �n � .� + ;.. ' S 4�� .. �t:: . . . i ' . � � a . � r R w, -�� .^�-i s fi'i�'"�'��,"�x �C+� x� :f�,�a"�`5?��y;�y°`` ��a��d"��`�'�ixv�...� �` c��»�''� �' n '`��� '�f`��t ,h° �,% .�" ,� c- ��� a 4�...:� � �� �, '� � �Y��p' S� L �ai�. #q"� �i�;�q�� K� � �W �� S 3,�. . .. . .�4 � Y�} � '� ���I C 1�rt�f"� ' i 1 �t'. Y F 4 . ;J�` s � $f T L14 �. � �...t Yy� rt'^�yti���4 �P "'�'F � i R k Y� ' , � �� � ,��'d�i S�r°'� �Y.�t�t,, f4 �' �, " r ' ' � ` . w �. �r a � + ' , x! ' f p;, ���, 1• � ,��9 4���1'i .�"��'�rs�^ t�xk��` 1 "�ti �' �` ,. d r„ .q � . :� � �� �� ,Y�� �y4� ��� �3 �A � � �f � { ��,y� . "� j��'��y�'sk �, r d F ��Y t a� � d *f,� a Cgi � � �.,�rr�,3�,�&u,�, y� � a }ss E r �5 ,� a . � . C4p £ �<; x y n�9 '� a�. �.;�� ��� �� y� � �Rdt j 'b3 ��. �� .qyi} t '� i,a,l I ' � 3 i .. � . +,- t .. y.�r ' , � f . . � . � , .r..' � . . . �` t .P �� � �� �� '�A �� ,p 4a,�' 1 1 :} � ) � - � � . . ����t'4 e r( t i '� . t ,� >. i t�,x .�a � 1 �� � �`�"�, >t i� '�+�'�'fr.ifS � J �� �y' +, x���' � � _ ,. ' , .. , ,.. . ' �� }^�Y\"h� K���#t l'� . !� 2` ,C`��� •�h"d .. .. .. � y . d � fl��.�.1 4'MVfb� ti79 7i t . . i P - � I �k� � .., t.,�,�# P � � �' E� Y } �� p �..rt. a�, r u»« � _ � <<M�.� S r} .P .��'�p t g � ���{6"���il`��� I���� I�iS 1" �, i il �`�� ! � REPORT Of :iUBSURFACE EXPLORATION PRJGRAH PROPOSEO JMIES LEaR RESI�ENCE � —' ORONU, MINNESOTA JOB I120-10815 �� � � . INTROJUCTION �.• �,�: The proposed house will be approximately 36' x 50' in plan dimens!ons wit:� '�; an atiached 32' square garage. The building Mill be a two-story s[ructure n: .t�r: wtth the la+er floor being exposed towa�Cs tne lake. ��`, . �,, t �: .� . '�= ,� ��� In accordance with verbal authorization on September 3�, 1983, we have r? «„ _ conducted a subsurface e.cploration progran for the proposed construction. ��� kri � �:,, 7he scope of our work on this project is as folia«s: � ��� *"' 1. Proviae recomnended foundation types cnd depths, alloxable soil ~�`��. r., bearin9 pressure and estimates of settlemenc. , 2. Provide recomnendations fur support of slabs-on-grade. r `" 3, Provide soil parameters for design of the basement walls. ',�; w Our work program for accompiishment of the above ob,jectives included *.wo "��`' ';: °- soil test borings. a limited amount of laDoratory testing nnd observation of � the recovered soil samples. � . The purpose of this report is to describe our field operations, to present �- the results of our field and laboratory tests and to provide you with our - engineering reconrnendations. r � �` � 4 . �Vir G/�t�w�'i�7� , �:a- ,,�. �r �TMR11I . :.ir: �t �r ' � 'r �.��Sz�^'��w+S"{+*s*�"`.y�"'4 s-*,�^+�'w�^osa^� ,�+s*++-a.,,�^g�*oa�•^..?e;�.x '�lj r '� y'4N''r N+^�.' , 9.`, § ��v k �� . ..f t ,b ^� y l"' �t'�i�k� ` ' ; . �,� � Y fS'R.qt�-: �arl , , y a S. .. s •� k �°o- K"iu�� f�'a`x .;� 3 "F� {p �, .. �� �� u ��,t y y� + ��- � � =� f+'. .+f' _•� ��.,S�. �' . . ' � d y i � f � � 30,5t.�1"jF�)� w,h M' F� k �F., Y�. . . kY iS ."� � '�� � +� � f y. . , .. . s 5� f 1 � 4'.�Fh 4v'?3- 'S� � . i �p;:�y�i %. �tb'� . � +r ��k �}Ce � �, .$.. , . � � . . . . . " . . � . . . . , "� . . . . . . . . . . ! �n.l� '^� � � . {,� 1 { �y � a{y�x t�R*�'(' �d,3a y w ^ae'�r, ".i A a'k '�» . ,.� ��, s 3"'i�¢ :��'°'„'. ftT.. v�� ��.=�,K,,�e.��l.�'�+r�n`�ca' , �3'� ,a'" �.�. .=�h�Tr�..s . .: � , .`,:.. . . . °�. .4��� . . . . . . .. .,. ...... ,.� ?.ry,.. _; , , �� .. yp � wr t � t � , . �� .. 7�5 �� t�pdi�� � � ��� ,�kt:f ffx F - '� .P,. �' 4 a �� i � ti�."��.����`9���+�C�%Y �M h ��� '� F"'' � � -: �i� Hn�y `�' {�; .� � ' . . rt � � ' � r�:4 �{,�yy��r,�l,t� � {w�'�:.r�'•�'�'X"AS'1�,�.t �� �f' K � 4 1 ���j� � i n P"v#Y� + � _ . . . � ,.� � a ��� t+� '���� .. . .. . `�"' '�� },,� y"y ���d ��4,� � �r:. . � � � t S. �a� . t�R�p�� .k� t�y y �, , . .. , . �4 ���5�' ��,fryf��^'�} d 3" ° . f y �. ' . . y� �,N� �, r..nlW F+, ,y 'Y -.:.v:Yd..�..�...�.�.�-.�....,.. . . � . h;� Jfa�.r.. . r R� ���':, � _�' r a .. � � �aG� 2 - rr2a-zcai5 ,";` 1 '4Y':' Ir � k*. EXPLG2h?IO!i P�OG2;,k RESUL7S � Site Conditions ,�. Tr.e stte is locate6 on Casc6 point of Lake Minnetorska in �rono, Minnesota. Tne ground surface slopes dam fraA che road tnwards thr lake. A iimDer M- retaintng walt has been construcLed jusi west af the proposed house and � there is an existing tenM 5 court between the retaining xall anA tRe take. � Grade an the site varfes froa about elevation 93a' t� 978'. �titMrr tne butldinq area� ihe grade varies from about 959' to 45d'. , . { ., Subsurface Conditions '"' The subsurface conditions enca ntered »t pacn test l�cation are shown r , on the attached boring logs. Ne w�sh to point out that the subsurface ,. ¢ ,, conditions at other times anC locatSons on the slte �nay differ from , thosn found at our test locattons. if ditferent conditions are `• encountered during consiruction� ,+e request that you cantact us sa y. that our recortunendations can be reviewed. ��� � 7he test borir�g logs also indicate the probaDle grolag�c origin of cne ���� ... a `�' k encountered soi 1. t ,�����s�� . :, .F.. r `�.; • IC will be noted froan the boring log that the soil profile consists of ���r' w topsoil overlying interbedded glacial titl and alluvial deposits. a . ��, w • a�;$,; a� �.y ��`�`�8�� "' � ,mrsw�r,,, .�:G p� 1 ���*ax^ ^mF"„ 'a'�y4M.'��C�11��� V•',r-Q� l , 1 'd� ot y�« � Y � .� ',.Jti�'���. �"4 � y�' �lt,��k������ � �� � �i �•.� ( 1 ',( ',�5��>�' '� `J t;� � i ;� d �" � ��)� Y�t ` � � 4 � y i y ,,� � 5 � .. rc ,� � ,�� +� -� R � -a� � T.;, } ,_� � � y,� , i � 4.� sl d 4:;s�.z � � a;,� �: �r x�t .�^ ,� .� ;',� �� r ' ¢ � �.'e �� � �n`�F�� t ,�i v t E 'Y # t R �� +�' 1 .�^q'.j q . � a �a � n .m �. . ''`,�ti '' z {�C'" H� �. ¢4.dt. f S �, ' t ,� . �,�i � ��"[9yk .�` ; # { xr%`"�k 3" 4 i a�.+�, y .'� �n . f P i �� �F f ` V�P .� *�-° C '�~� � k J+'i � 'd 7 r �� ` S�.R"'°�''9� t zy raq a t� �� � � �r�4 � � �+ ���.tti,';a� ,� '���'��' r � a�� �q'"� .� '�' E � "��h�y ` ����� tqs�',�'�' �y!`v z"+ay4�'�`-,S�.q�,� m �y�� �, .`1� '�((�.g+� � �� �d 1i"'- ! h� .7( 11�"wil�tsL�A.ysy�1 '�3A� ��J q'PY�M �" S'J� �.' �� d �� ��^�s�i��„�: k'K��. ti� �S �'? d�A : �yr����#��� ` y� sa�i� 'Y�"��43 ���dK�t �y�)��t.H ctku.°f�'i� : t . - ' � ,��i��, � -� � ,a "�� � t f y..�^'�a �. ��+' �'r�r '�' �� : Y a� .rh t : n� � �i:�!�1 �.am� '„��r �ifi r ^€x ' 9�'��* ��( S- � 1� � €� r� s �,—.4a1 r fL': � �5�{ '��$y�,+�a��� �`�tr�' i $'f $ �5. yy'�K'� ; � �- � y n�� �' � �� y�-� y+ ' ,�`y � Ye�t�ht R�'����t 9 � wo $qL+f�. `�?�:"�!� '�a���r'� ;y"�`�'� f�. �� � k� �a k,?� �'��u , �kY'�r �.,�.� P�''���. �. . ., ,�,� , , . ., , x, , ;,- -,, �, . , . . . _ _. ,- , . ��m � ..,_ . k. .' �, .. . , f "�" �r ' 'y � ' F,,� � � ..�" � y ':^pk` k'4;���.'� �a6�'.,.'� � .. =,v. � '':c 'v c, . t, a�+V'. r. . . . , �. , ,. . .. "r,, a�, ,, 6'. �.��a+ 'S n �':."{1� t ;s. �:c;.�:,r^. � .bk..:i 4" w<:".. r1G v �` ��x�q�aw+ .&a'.� 4c,,�`�'M',' r w 9y;,'r t� .y�*�� �, ,� �''fi.,� j ��:r �.r��•���y . r.! d. �'^nr;t� ��ewx�1' `a:rX RF e y`!?�4k a 5 r kr�",r� �F,K,�Y+. i�{,,��Y at�xtb i�3 ✓ ..f!`st�; � . �� � �" �,�s[i�i� • '"� ��i��s�y �1: �S§��;�yYdk f.. r� ,� .� €�i�,ri ���" k�'r�ksj. �' ' '�y ��'� ����fE �t"�ri gi.f�,F x�� v�'S r R�u. �.y. ��' 1$� / � 5jF a, + ��x� 4 �'�'� '� �'£e �� 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�: y. . � „ � . 1 i�� 'i;�M1�� "5-y-.h ..f ���� 1 -"f x ''L 'h� � ., 'S fh L�,ct'�J� t .� E"6�? _ N�`�Yt ) �, 2. .� 'lyS .��y=4S +h,� "S ; � 'k � � 1 x •v . p :�y sj�" ,; i a� ,P"4 �,�„ 9��`',s.r���t4Y��.�� r t Y:a -�3 y°' � s�� .- z ,�.,r �i�,}� 'f"�� `3"tL a� ����'� � ',p � '*�:', ���.`.�'+ fi ,�.��r��.�,� v�" ���w'�, tP, � ,���+� � 9.�r �` t .:� ���r�'.,�.��,(w �,�3�"����� i '� �,. �[.. � a �h� d�'�s �� f S� ` i ��'w�` ta�E��t s���'r��� .L�J� � .�� E °1d� � �.H: g � , ��..4s. ,� � .'.. . , , .., �`�v��� �s ;h'C.� e r : 1� ��,��a �, y�y�.. ����i.t w ��'�s��'�C,,yt a�y��#'�"�� � a p N ri. "1°4 H 7 . :G, � �. f a Y t �n o4 r `x t � � � v's`�c W, ,�� 3 a l x ?� � 4 �1 v i d' � b r � � . °f 9'� ;�.k ,r4 • � }k� +. .. � v y ��� � ��7�h5��'�"¢.��i'Y�'�tiT'.+�V����u�';g"i9i'�: � � } �„ . � � N��' �. ��yf^ 4 i S R " � �. i�d�j���� .r� i"�F,'!� �y'� ��*�.�� ��� �, �t��. ���'�7�'� C{ �.,7 l+r�� . ,i p -M - e.�:t:, '4�"�b��pr�� �h�<i�' 'd� r s, ^� �.�, x � �•sS�b"'.z �:' - 7 j`.,� ... .�� ..` , . ' , ��., .: F +� � � ,� -:+ a .i1 '{ � * - i:i ��i.uF �` r T �.1 .'%a ' c, ��i ��s1,� �u � YS���� ; ���y��7� � �. ,y Page 3 - N120-10815 �` �: �: � i:- The glacfal till, mixed alluvium and fine al�uvium consists of cohesive ��: '� sotls. The �onsistency of these soils varies fran medium io stiff with the w" ;:�' r maJority of the soil be�ng rather stlft to stift. �� :;��,'-'; w ?he coarse alluvial deposits consist of silty sand and sand. As indicaterS �,�,` �, :.f, i,�;.� by the Kva7ues, these so�ls are der.se. � �`v �'§.x;#; .... 'a,°; Mater Levels �_ ;�. ���. . .�:. •�. Mater level �neasurements were made i�� the borings and the daca is given on �`��° �;� • • the logs. No sources of ground water were noteC in the barings at the tia�e >�' ' :�� � � this work was do�e. The elevation of the lake is 930', wM ch is from 30' to �`i� � 40' below existing grade. :easonal and yearly fluctuatio�s of the xater � level cen be expecird, �- ,-. E��GInEERihG kEviEW r. "" Pro,s,oct lnformation F' M The folla+ing data represents our unCerstand�ny cf the project. lt � ,.. canprises an irt�ortant part of our engineering review. If. as the , , pro,ject develops, there are changes from the stated vatues. we request " that you contact us for additional revie,r. � �-� � �'�E�.�b��"�3� ,:��'�'g�'�'9 � � „ c....��:�v ,�_,',. t.r' r} � y�� 'M1 x �`-g F- , _ _k . y s qy .0 Y "r �f .oY yt a+�}�'v '�, `� �'� d` �_ � . . ��� �w A�i�`� �P ,�� n, ��:��, z .r?'r �s y � ' r � � " :',.) . 3�. f"F5�r� p o „`�' t F� t,, t � �. �.�`� t� - ra �'� � � ,'� e � ���'_.'v� '"fy �X"S'r�+ y� "-� �M F � r Ja�x�yx �,�� w �� � ��r iN, i ',,� . "r�e+ � , ca�"�` tw�.h�itc'���t�� +ry� ,��'T a xiyle`(' 3 �.�� �` ' ",�� „J a �.�n�lt 1"� � '1.! ''. f%��' � � t 1 i t.y+Y: � 'c .�� '��'�'�'�� "�' '�- � t � : '�;, 5 ��'k�y� r n�r� v i�� b . . V��`� T ,�r. "�"4''�kt�4°��P�� �'J{`#`v�� i Y'. j G ;F 't �` a �la : i� ,F4 t � d��y'y�fy t K''= y � a : ,r � '�� 1 L"2V�� �Y`Y J y � , y r } y�� F ` �, �ia���,�'. �.+ r�;rr � � e�r .:, � r�"r y c . , ' . ; . �. s � r �? , � > ,r Y�+�-� `�.'�.r ui�Y�t,? ✓�a �„, . ., t� v,. s!�}L�Gqny�,. N� y w . . . . . �., i� i'-. .w.., ���. .. . C�',v`4N':5`".l�Y .? �#11�� 'k.� ,'� .r�, ... ,. ... a 1�;� h e . _ ,. S. . .H r �. ... , . . . <;:.t? x�,-� K� 5"a ..�;."'��'� a ��!''�nY�"�y"�t. �lr ° E�`.C`'�. f.�- .M, t p W �: �. :�"" f; ' � . -' � r�f� *� ���v{ �t+� C�' ✓ f�" �; �. r � � i � � , - � : F .: � �� C�I y,S �� �a��'���'�i �y i��ey, �a _ � '�'� �9i'�� � s y" � t µ" ��'�`.�y�C�k'R�^� �e �, d�� S ,pr� ��' R�r . q- 'f _ � h�'. � :� h"�' '�. ^;.�'sF= rq�9q."�' .,F` '� � # `� � - 7 �' �= r � a � 'ax �.� 3� v �. e7:'Y '3;a�..°,t i�..�,taut� � �, �y'� d2 rf� 1 t �ru 4'I � � 'i Page 4 - R120-10815 , aa .� ' Me understanE the proposed hwse will be appro,ciautely 36' x 5�' in plan �' �irr�nslons with an attacheG 32' square garage. Tne Aouse ltself wtll be a tarstory structure with the loMer floor being expased tor►ards the lake. � The lower floor will be at aDa.�t elevatian 67' ►rhile tne main Tevel �ill be � at elevatlon 7� 1/2', Me anticipaie relatively ligt�t structural loads. ~ Foundation Recornnendations It is our opinion that Lhe proposed house can be supported on conventional spread footing foundations. We recoamend carrying all footings at least . through the topsoil layer. Exterior footings should be taken a mtnimum of � 4' below grade for frost protectlon. If the garage is unhea.ed, we .. =�.�...�---_ ' recommend that these foctings extenC a distance of 5' belcw qrade. Footings P ;` `° _, � u � ' ` supported immediately bela+ the topsoil can De designed tor a loading of � '", � d ' '�,' '' �, �y. 20U0 psf. The stiffer soil encountered bela+ a depth of about 2' to 3' � " �� , 'f '��,d ta� &�..:�::�,., � below grade can support a loadtng of up to 3000 psf. The soil will provide � . a factor of safety of about 3 against an actuat s�ear failure. We estimate " settlement would be less than 1/2". ~ 7h� foundattons can also De supycrted on cortpacted fill. WF>re footings are ,_ supported on fill. the excavation and compacted fili should extend beyond the edge of footings a distance equal to the depth of compacteG fill Deneath " the footings. The topsoil should be removed Defore the fill is placed. 7he '°' fill should be to�acted to a minimum of 95X of standard Proctor density M (RSTM: D 698-78). „ � .. �*, � �� r � � ,� * ��� � � �` � ' ���� � ;• �i, , ��'e�"'�`���w�'� z r�� � c' t� ��"��� �'�`g��r F��r�*S ��,'Pt�y'�� "�h r � ° a '� s �� x � ��'t '� ! ��r�' � , ,�b � .ds 4 � y�' ,� . ��'-tiLa�l� '� s � di � � ��,�r �I�n �s���d,��f'�yf�' r�y¢�3.+r''."�.`4p T'�9 ' f��T''�, y� �d F. a i�r Y '�`.Z�'� � n ��...� '�'° �N.. ,�*Y` fi'"7�r`Y yt'�`�� ee �v '. ,� ��, y ' � '�'��Y�,��tsi¢ 4f�e�� ,.+ a . {�. � �,� a nF� �„ �v�-��'�t `�j i;s� p;, i�1.n,f �C'�'�°w`��4���cf.�`� .�y�,a'�,� i�d � �' t �.� t p °jit a a ° Y�' 4 v ��. Y ;; �" f �V.fi r ''S' �' � `���CS,� �t„�'.��. . � i a� �I�F�: �.�ay, .. �« i. ,aw k�Y - d` a „�r' r q � �*'h ,�`�'�� �,�' a.e� ,�a �+t- i `� .. }» � �'�.., °'�'�' �"r �'n 'i c ..,�.�,��,r�. � � � „�� �,t y ,��T '� �:r p � y� .� y �.. � � ! c 1 �,w> a t �� � . ! xa ti " 's t �n v -� ^ � �,f�t�k r � � t f Yr �� � a.u: r ��r C � � �,� � x z Y .i��d 1'� �. �' y '� k r � �.., � Y''r.� a�� �e�,�r''�i 4k �� �'�� �F � ^�i er u�:Q�` �_ �� ... .�,�` io +.(� t �3i � i 5F'i w �"e� . r 1 4 ti �Yr x, - c� � ��fiz �, ,�,f�' �ra y 't �"���'��"r !+�"��b � d�.�r� �gd«.� �"�i a:a�.9'� �y�"��k�ur,Y' {'a . .t�, t�3�� C''''d�`'' *� t y� ���.� ��':�' F�y�wr s.ly ���Ly� r� Ef� � � '° ?:'I� � i rf. : y ��'���'Y�l tir�$A!� � b� *.. L � � tr""� fi ;��1)S4 �..�''"a`� $' �. a f3 Sy (e+�y�, y +`�.j�� S�w'�, :3� -� �� ,s�z r.rtH:{[.y�'� -c�.. �l�4 ��r a y�tt�cY� .r^nrh ��•�"�7i � x � ;� �-� ! � �h h��-73 8 ¢� �� , i V. � {'TY,f78"� ��� k�i �. .-i � �. �. sr y 3� � . N � .: �i�`A „� , a��,�''"�� � a � .�+n � +,x f�, g ,��` �'',�.�y�� ��. , ��n�a���`� h�s k�� � EaX � �; -.. �1"�'�+ �h's � ";�. a�' cv,.iF�,� t�ri�*t��' " f "'' `�fiY�» �i""�trr�`#' -�ts'�'b�'�-`k� .'�"fw 3 .� . :) _ . . 4 f3�,� .. Z' �T-� .1'"� �'!4 'V . . +''rE'f��tir. ,. . � � . �$F .. .�^�N .�54r.� � . �'rw^� � ���k� �Y`�,��4��€�;:'�'3`�q'y7n4'�''...G:'' i°,d y'4•f d�A v ;3, y,f ,� . � . - . . . . .:... .. . . .. . "� :y.7 i., k�; k 2 r��o.. , i �. �s . ,. , . . :... x,,E y�" ��x s ���'.�e� *f,��"�•�.'�7�' �'�,« ' ;? �� f.�.�`' t , w� �^�a-s���z,L!i�y.". � �h5+� "sr�'��y ��'��I aJ^�M'�',R �,s7�� 4 =; ��r�`C,�'� �"�*�.`�: , .��,��' *��.�-. rt � ''C �,.����'�'. ����"+r��J;,,xk �a f��x'�ri'�7��y��.�,�` #��� �.,yf.�n����r..'d�wt�� Y:� s�.r�� � ..a v ���W.�`i>� `�.: �* 4f x '�,��s vt�J', r y f�p.��•�d. �n '� o��' "�+ �.s �e ,�g�v 9.t� �5 rsr��+ � u� m r":�t , d� ..+k �;� �� .� �`' r ��:F .r :r�� j�y `.. d���� � . e �� �, .�k . � �� i �, ,��' �, 't2 .�?' ,�����e2„ r �. %�. � e��� a���' .����`��k�'�h`K i j �h � � E � ;Y� '� �� b fi;� '+�ES a �'� !�v�e 7 .� ' rw,� � ,�:r w°�,'x. .� .�..: ..�F uy . i � �{§�4au ��.���o'�i 4^�'�"��i�p..r, �4�F"�{,�a ��y�tg`�a�� ti�.. ' + }" r 't�'� N �'f` � .a�� '�°� .�'�r�"y �xK�"l �"r �.i �� re 1�'y �`"a '� �'��. }a;� xx�:4 � ' '�n , ,: ..-� ,... ry ;, n k� kr , ' � '' ri t".:;h i +�r.`*}yi N;� .y�'..s ��s � �' 4 � �, k .c r �f4 �' _ �'T ct��` v,: a a . 'b 'Y :�L.y � � i A F t.�.� ,¢ 't M �:. �."§� '1 @*ti�Mt�'a 4' 3 2 1 �F ��'y ,�j'�a;,"�' J� b���Nx�����'�1�"� w',y Y k � a s' L �� � t i S FM �a ' �B `�, !r x e ) � x �� ' '�r ,,r-�r� ? 4 � � ��- fi .�L a- 7: �.����'+�f b� ,� 4,As s a �_�{�" � .#`a � � �� �='S w �. ¢s ���' `p s'� v �i4y`��§6YA �r�k�t�'k.r ,� r m �� ��.- d :i� 'r°��� � �F�� t. `�Y� .1 v t. ..Ft�� ��:�• y t t.. . . ,( �,t'e'�. _ '� i��.',. � ':r§�; � Page 5 - N320-10A15 ,� p;ti�� .r�';; ... " ,.�:�. r���: Because of the slope of the site, tne fill area should be Denche6. While �:s -' the site 9lacial till soils may be used for the comqacted till, these soils must be compacted at ornear optimum moisture cantent. It censtruction is f — =� done 1n late fall or early spring, it may be Citficult to place these so11s w= �r; _ at the proper moisture content so that it may be necessary ta use a granular � till. At least 6" of free-draining granular soil should be provided "' immediately below the floor slab. ,�; A portion of the lower level will be below the 9round surtace. T�e nasement ' , walls Sn this area will be subjected to lateral loads. Since the top af - ��. � � these walis will be restrained, the walls should De designed based dn an f� ti�' � ,� r�,+� f�7'�: � nt-rest soil pressure. For the natural soils at this site, we recomnenC 'A ' using a IC� of 0.15 and a weight for the soil of 130 pcf. A minimum of Z' of h- ,> free-draining granular soil should be provided adjacent to the walls for Qrainage. The upper 1' or so of fiil can be an impervious clay to �inimize � . surface infiltrat�on. Although there is no evidence of ground water in t�e -• borin9s� we suggest providing a perimeter draln tile system for that portion `" of the lower floor buried bela+ grade. ,y. The pressure on the walls can be reduced by increasirtg the area of clean ,,, granular backfill. By increasing the area of backfill to include an area . beginning 1' out from the wall and upwards and outwards at an angle of 30°. " the walis could be designed for an equivalent fluid weight of 45 pcf. Again A a layer of clay can be provided at the surface to minimize surface � infiltration. � r � � k � l �" , Aq �'�: �, x„' s � #,_ .. 7°v''�4,�}`^'�1r� k�( }� 'f:,�`?��� �t � �2 f�'� �` a�`�r^ 3``Y„�^9a-�' aj +�"zt�' w .���"�lL� . �"t 1. �. �t ,,� ,,. L w�St 3.� r C � -i ,� sr. � �4� �" � y r t k r.` �K l.,y �,4 � F� A af�� f2 � �� '� r � a�» � .a:�,+e t� �yr� �.�,,^� � ��T a, � 2� i �" p�j e� vl�r� � � e ti` �. .r�3 e °" , y� i �'`� c�,yo R��. t n, -+M.� '� , 5-� �N " .b r �yi.. ,,,� �"'y-�,��r tr„�� � � ¢ ,r � ,b��� � �� �e� �� s�1�` ��.pY���`�F ead �s� " �9�tir�'� � ,:F ;ui ';•7"�.��r��3ky n" �i: .;,, :� s7 �., �.. r yti°^ 7�'�4 '.i � ,�F�g : ,�# af d �� � ¢ l 1 Si : � .:� ys";k�c� S�ryF 'd` � ` ::� �' �`°�°�.�"n"�'��„�'t�"}T 1'- � , G � . i� ; r�jW .:� r 4e, ri:�+�i��Y�. }'�i�: �� �..ay�F,�, � .{�xT�'i��`�, �e�" t f .. ,_ps.�r' � �''� �: � ��: .n�. z�f,rn' �. 3 �,r yY.i Xf`ri��)� a ,��y�s'-a� � iz'S N g 7� � n yf'4'^�,:. .. � xqfia q� :! t�+F tkk�1 ud� �. F' Y �;� ,f h� C F ar .L� P f #' � ,�' i �s� � p �kY+ �d r q ti h�y . x v t �,� � a t�gt f '�*��'i�` �,� t�� ,�+ � *�r�: �s� r � � s� r � s� y ��F'�'n .� � v,1. �"'Y. ,. a• °�f • +� 3:;y �`i��° ` "� + � ��:4�. �i �'i " 3y 3'" �"� e� '� � k�1. „�, t s� K,4. w-w, tK •� , � ��x�� �'��Y�� i r� � p> � « � 'f� t <�t.'� � •,� a,,_ ,��, k��:",, '.�z ,1t r� � p}k'�� h l 'V:a '�'���^�fi 1�.��,��x'�a�7'y���`sa.r��JS����^+�+ r . r�.... "'€ tisr -n�' i�' � reA,ok't.d' F i �, li •J�. 7 � � ^�'.� � � �� K�ik�,#�'����;��� �,".� �'E x x4�a� �_s� �A « � � � av � ,., ,ri", ; �.. ��.5'' ,t � .+� `P� '� � � `�''., ,� r�� v 3t: � �, ; ; , �} . .. .ii > �� .� �" q �s1" - �'�'"xid�+"�.�x�� " ��u k� Y h . 4� L �. �� rYE, � u,, ts � a � � 'r� �!"� i,rtr K �s' ��w at ��� '� . 1 �� :. ,�, � a s�.� �� r;N �- �.. � �_„�_ � , ._. � . . `'S. , . , . �.' . .. . " .. -��+°�6� .u''�?1.°Y �,} 'R w-.��.--, x_r� eA'y c8r" . .. �, � �> S � �`�r JM� ..� r �� ax.e� Sf 2 �' Y k f, v ',ya �nl .� `:t°` �t ��3_ � j �,, y, �Y - ', 1��! : { 1 y� � :,A 4 h� t �v� �r r n ?.�;hi ,�;� �s .� P ��,�� j� .. � G �P�i� : � -� 1 t �tt � ,3Jt 3�' xaJY is � �`.,� �.,�'4��'�f?'n49�h � 'C 3 �'�.- s v r� � u'�° . t�e�4 t.-. �r t �.�.�t�b� rt.�'� �"^�.,� �,t ���, # #;a� t r"� $.�•���'� '���'� '����5 r��b��_ki6 �,t;rd �...,:.�,.t �'�� �"`.�`,�,+�i+,� r r17 %�' �`., �..:.�A r�,��.+� � N�.* ..{ �,.vY-.,y f� �"'. g 'R- �6 r j.'?`.4:'"S,�d. q..,��� vy5 E,�i!�x��n� ,�m�+;ng�Y+ky*�t:.�,��.�4.7y,��r�". �<�� ���rh� �,Re„« �,. '�k�, �., "�Y�". ,'�t, t�, >�i r �. v z� � �� �r.� � y > .;, ,�,, . _ �c+c , '� y `x r_., M @;�� ( " �Rn ���:.e f.�,. ! C+«�*, 1 �.9 . 1� 3 R� � r �.- u,�-'. ^�`� � . r� :9 � �" A .��vRk�t� �4 {'iH ��X �'i�p�xS�,,a �2 r t '� .p �� � .7,'d. �.� :�u� ��. y � � %��JS •4 M�{� �' q � ��y' .�µ7g.� '' � a?� N' Qi �1: .Y 'q•�� t # , � � '4+�.."�"�,£�3�9R � '���qFLt�k''ki�.1'°�k" �..L'✓r���Gt" A�1 �u , �{�}���, : `� �+� ta �� a T�u K �, "�'�. 3.. � n�i } 7 p�,�`.�u, r,�:�.s3' Ke,�° ,� x;u + 1 r; �w w '�.� +!� c a � �� ..t��� ��. n ��4* 4p�Ikf �;v '�f���p,' '���, t��E ,� }� i�., �Ft �:ij fi4 ` 1�" p �y�+�� } +tl '1 s7�N�,ewe 1y-� � � ��y'.. `�``9��', t'�- W: � ' � J. .%� � ' ���:.'� �t., � .�.t" � �,1 u :3". k��d$r '�v� ,�.,�� : ` � `. '` �� Q F� t' x i��+ 4; '3� �o � � "� ;�� r,,..���,. � .� .t :; l' r �. rt� �"•`�' �� �. . _ � ., .� ,x . , . , .. . �` , w - �yc` A �.4 r T {��yJ �� D;f �ji�.'� ' Page 6 - 1120-10815 — � fIELO EXPLORATIOH PROCEDURES Test Borings Two soil test borings aere made on October 5, 1983, 7he borings Nere put Cown at the locattons shown on the attached sketch. The surface elevations ^- were estimated from the contours given on the site survey furnished to us. � Soil Sampling , . Soil sampling was done in accordance with A57M: D 1586-67. Using this •�• procedure. a 2" 0.0, split barrel sampler is driven into the soil Dy a " 140 lb weight fa111ng 30". After an initial set of 6". the number of ` � bla+s required to drive the sampler an additionat 12" is known as the .. � . penetration resistance or N value. The N value is an index of the ,, relative denslty of cohesionless soils and the consistency of cohesive . . soils. � � M ' ' Sofl Classification .,. ,:. � As the samples were obtained in the field. they were visually and , manually classified by the crew chief in accordance with ASTM: 0 � 2488-69. Representative portions of the samples were then returned to the laboratory for further examination and for verification of the � field classification. A sam,le of the gtacial tilt was tested in the � laDoratory, logs of the borings lndicating the depth and identification of , .. • , �7�ii0��r./VG�`�.Ji°'4k��36.c�� , � T'ri:� �,:., r.,:'�1". � 6�:Tir�w"ct"f0/ rFi� . . .. � ��r y - c c `°' t i ��� � �'� e a i � . . .. #;{ •`x� ,' �&�y�i"v��• r� ��t�t H r t �'� �.; a Y � � ,�„ . 1 , +;* _ ; r.„",'.d�i�s'�"���` t• �� ��z:r � F a '`� '��e 1 e ".i '7 �'y� }, �`7 r' �xu .,�b,+�� '�s� �f 4� ' r �� '�` 5 �� t t t' x �� � �F. .' e � ,�' t w A �1 ���i � ��t��i�° �e `� `'`: . �� r �e l� .� . � *5 q { �� e� r i > � f� l t� �s �+�d. '�4 1 � �.� �y �,y ���n ^�t� �, N` n 3-'f � N�.�s G s v � Y t�. � x a�°' .�' �v. f a +�, K S v rui. ..r o r �d,.�4��, � � k 4 r ���.'�n w*hy.�'Yw�• � te' � v Y.r vt i . 'y '� y �l,n d�c. � iv�° [G' 3 7 5 �' ��t,'� .rS� 'y� ..n., ♦� �� 4� -fr �� 1 'y� .. g•� �`tl , t . " '•,- � ,4 p .�+�'� ' �` �'S, �',��f {,� L b y, �_'; _ks "'�'�,k^�,z�"�y� S"�•,la,F�`.'„�`+Y:�¢�� { ,Aa»' NC`3� »� y � �t` �.t �*t"" $�-� ft�` y x � s«��nl;� 'sYi'���'��;�, �` ��,�, "f �r tf;-'��Rrx x t 4;�'!. � �tly 5�? "Lr�',•.� F�. ._ _ . ... v,- .� .. , _ . . � ..�1�, Y.. .'" " Y .� ���, n . . ,. . r :t' v.F-,�F•-`I^roa w-�»°: ,�.� � z .. .� ., . .. � � i �kx� ��'. .�, . ��'''2%T�y���r �:'�' �s v�4�� �* 5 r�Y ' t��y;• �;",i�k°�, "..5 "*' + �,y �� re, �� � � �"������d�,�`��ro���Fm� �rr�4ur4� f �.{�5°���� � � ��"rn� �� , � �� 1�.�, 'k'' 'Yr... '«4 1�rS'' :T ',�, K fi�.V � � 4 . l � .. F �- �7# "'1 y �Y y� SL k t»t�, _ } se '�r }; {t � . � �� �y �{1 �r�3�r� s,t^ � +� � S" i'�` ,. �`�'; rA� f . . � ri r, x � .t % . K{�. u}��Y'�?� ����'�y��,��''N�n'.�`'�� �'��.t, �1�� ��.a�r� r ��t� � -� i : � ° ��� f; �'7t=. . M'��, „�''�, �...�'�„f��+ �".., 9' s"�,..,a,��'� 4 � Y �.. ��{a.i <� ��' „� r a '�s- b t . 5 � � 1� � ��s �, ��� �•.z,. �x�&,�. k �,11�,��n��p,�..� r � �*�C'r°r��1 �''d4 ' '��s �d }F rr, '� .u,� '�5 � ; �a S b ,�, . {x "�1 � . ., .� �r s � . �����'�S�'i:a}��r�f"P�t �4�r�r ti � � ..a : i �. 9 s e,� � t�." � P r� < � p� d � �.�4a.��r�#` 5 �'�'� M ���r �, . y.`.� ���.K� ta3 y,° � t5z��i j rg {;Jr �v :'`� ���r t� �� � *l��a �", .;�� � �� 5' ,:.y�i w�.",.'y r . + v`"�St ��k't t�;f* 3.�' �.:)t��.lt '�� i �,:Tt"" � �':+G ,$'^r..��� �� r`,p a',rY �� 'q,� ;� � �� " ����r �i'"�� e� ta�"� �,��* ..k�,� 3��� th� x �'��cF �,'" b�:�,� +��n"�3f ' � �`, t 2 ' 7d' . a � '� ,9�t.w � �'�i ..�` t.,;k`a .s'� t �,n + '�r+c,�, ?�''ti �. �y, �' a, v, � i S,..r.N'f ?�` r .r. '�t'� ,a.5$-� 9 . � �� � � j.. $'�. ��i,r _ ..� �aa r�.:':�y.s:s. ^i ��f. i�kL d� � h �n b� i.. ."y�. ... ,+ , � .1: fi � • Pag� 7 - l]20-:OS15 s 111 ° the various strata, the N value, the laboratory test data. Mater level +� information and pertlnent inforawtion regarding t�e metnod of maintaining and advanctng the drill holes are attached. Charts illustrating the soil �a classificaticn proceEure. the descriptive terminolo� and symbols used or: the borin9 logs are also attached. w a � EXPLORATION LIMITA?IONS Fv :i ��`,�'• ' 7t y k �� ; �.. 4'�'�E 1 J'.. jt{ t.. � r ` " f" )�y w`ji��.G' 14. g� 7he recommendatlons tontalned in thts report represent our ' professlonal opinions. These opinions were arrived at in accordance N �, with currently accepted engineering practices in t�ts time and ,.. location. Other than th1s, no warranty is lmplied or intendeA. �r '' TMs report aas prepared by: �, �1. -� „ Mtifre A Naht. P,E. .. �: '" This report was revler+ed by: Y Gordon J mith� P.E. a. � , , ���prtifp thot fhi�P�cM1�cilkclioM1 a I Iwr�br unify Mat Iid�Dtaq,W�cf��icatw�,a hport wa pnfurod by m�or unda my dlhd nPa►was pnpw�d by nw or u�dM ary dfrod Y�' `" �Y �9�+► wryervhion and that I a�a duiy Rc�i#�red ruP�^��I an o �nd Proias:ia+a! Ct�gin,»r tu�der tf»Laws of ti» Pro(�ss�oiwl b+oin�u onda th�lows ot tM ,, Sfal�cf/1:�me:otc S�af�of MiMswta , � �a.�t.e, K..�Q�.Q • = w: eo�,wnr+� c-, D;;i:1.SMff M � r pon /D�/L-�i R�0.tiw 6':,v GaN /p-/L—f.3 Rep.No.r[42 � Proofread By: -7i) js+��i��� r , � � ` S��.I��� �.� '� � '� r - �,$ � � � . F � � ry� � 1 i� X+ e, .��,^n�•�§kv�'AL^pr"�A r�,a� sv ' 2� 5�' .. µ d'•� k ,� � �;' � P' s*C "'y G � a'Q' � r }.�, t ;<? � i ,:�,� �' � , � �. ' � .� , � �i *l�.'a ,�k•`` r� s � .�'. .j-G'$�, �`* 7 Y '<�kR � : c n.� �.� >, tR�a� .,p .a�,�, y� t�� .i�,� k 1 .{ x t. � 7 c ��! ^r, �� �y��z x�';� nv�,�ry�s'Mr� ;��#;�a1� : ��°�s��'�h� ������'�*�fi����r�"'�,;`.r�.a�+�� a��`'z.:_"�� ., s;�t � i- � '��a,; ��s�� 3 a� " �:v ��n r ;� a ,�,r d x� ,�t w r '�a� �- � �R s v r � 'K y `e a+ ���,'� �#t�(�y�a va'� c �'' `si��' ; u� �yvs,� s � . � �yv l�N �� ry td�1� '!� ��f`�YX+i'! P:F�q 1°'4 k 0... ..�Y�j9�����{^ � �(Y��#��� pt'P ¢tq�i ?3 � �e ;�� �+ t'�' (,. j � '!3 S 4 ��y�l,1E ).'.,h�y k+. � 4 �b;h� $ �.y �°' �„�"s -;a �tE'� r Ni�, 1 , �u� 3Fn. a y'+ ,�,k,f..�; P :�� >:k' �r � �.a - � .� �°� �f .�"� ��5 ,v� �� �inEh L5�-'R�'o-`k r�A7'r'� ��ir� ��" Y i� 4 i ✓,. t, � �'y t ,� �4' "��' ��mr� .� '�H �`i S:�f � §�c�'� ''� E T+� �'� ;7,,, t _ I K�� N'4�^'F��,,- �� 3�;. ,�r- *4_ . , e�L�„1���ti..,��,,�'� � ��,�'�J Ys;,�5���� �a i"� �*°`��.jyFta 4 iSls�ti.Y� ,�,��,�, { �-�`'. � f'�� dL���"�'{" � .Ye`�fra��ii�'��"i� ,�'66! 't3h�f��"T �y f�4i,y�'r5v�"j-'r •, . Y �) ` f .' �� " 'Y � +� k�� 4 �r� •p'xy . .. f i b .. ._. . n . ��4 �. , , �`�,€��'��",'�`r.�' ,,,^�,',�``�'�a�e�!'„''�;?�,���`�"���3,.�'k��"'xr'�.'"'�'��'��"�. , ,c'���.�� . .., �.., .. y ,;., :t�+r�, �` '=k�� '�� ;;.f':. '' ��'�`"�4w,��,{',,-(�a^� 9 ('���:4 yf :,4a+�•yYy�y�€ {�.,�.?pia- �4.�^�'� I.� "�� '. =s��y��'"`�.Y'`_"y�°e r,.""r� r'�:;'-.�cv°r,, i� '_ y,,�, 'y�,+n�r.� �u�y6. ` 'q j�'Y�'w'.�`.�^,_' � ...�' '�� �'A�� � ���J��k�<C� f�$�✓� `���,'� ��l`� 1..1��(�j���",��;���Td'i�'°z�t�^i t�����tT 3$ Y J^S :�v1 N� !",f{f11P�,+X_ [.,�N Ly�I � tiS . •r �1��� t�.Ar ,r�;���'i.�������3.���-��.��s�.�.�x"�,���@�.F«�'�"��'i�����DSV���'$i��'�',�e�'y��`�.: i����e��� r� ..... ., ' . �. .�i- d,�`�_ '��, ��..��<r s � z�, T..�`"c �'�'�:q �e..�td� p" ,�;.�, s^ ai..* K..4,>,�e� '��.::��.-c .:e :'� .:� ���, 'b�fx• �°h�}����t�`S�i'F7k��i��2* '� ,��4±�iU�x ,�" y)jA,a�"`�{��t`����'�+��` �„s{ '� �i^�rc ��s5� � `x f.,�. � x Y .;s . t. �✓�S� °'� � �.��'' h'�, t '[�:` a i d' tn+ *, �F ' vr'� 6P'"5��,�J��'('�,'i : � . ,�`Y '�M,• � �"'s"K � Y ,F'4 N A;. K r, n x �S .'�, .13 � 'i a� t'+ �� y f tt �" e�7 ti #� {.� } E �- �. � T � � k� � �' '�'�r�� �� 1 x ��,�� �, ,�.:'`y, "la�� a . *3�'',�u �.�;� �t �r � �.� 1, �. �'�� 3 � � �,� 11,�,��`4' .,��°,�- S� � a� ty��y��'`5�' '� # . 4 L �l"$, s-! 5 �� � e 1 j � ru e 4 M 7 _: °��i.' :0 ,� 3I 1 r z�.: t�cti i 3 S # . i 5.„& �.r y � r� . . .P .l- r.�Yc ai�5 �# .i,v s*s-..tt„� .>pr..� i, � x•x.�" Y'i'' Ht4,'� tc . � `x e ,F.���}� .. S ��:i'+, i4 i�'.',r{;� ^ :E,. LOG OF TEST B AIHG 120-10815 � �w rc�r�c,�su�c �., � 3� �R,,,,c,,,,0 1 .,a.. _ rw�cr J S LEAR RES �LC��RQHO IA_-------- -- ;��: Q(p{� OESCAM�i1ONOiWTCp�AI S�M►t� �. LAA�ip47pAr1f51S �'� � /EET �S11NfACEEIEVAT�OM 959'i �,� h a_ "�O *rp!'. w p tt � +,�e'�f;�� v�t '�.:%;;,. " S dDY CL r, b ack. medium �� TOPSOIL 1 SB � i SAf1A C _ 6 2!SB — SANDY CLAY, a trace of gravel� TILL ' 4•�; broan. rather stiff to medium ���� 15 3 59 �a�_ �; ~ 8 4 SB 18 95 44 � � SILTY CLAY. brown, stiff, FINE a fe�+ lenses of silty sand ALLUVIUtt , p4 S B r, (CL) . . 9 SILTY S1W0. fine gratned� brown. COARSE moist. dense. some layers ALLWIUM ��` r of silt (Sti) 23 6 B � �. r+ � � 2 t. 24 7 B l�� 14� CLAYEY SAND, a little gravel. TILL browr, apttled. stiff (SC) 18 8 B � 16 End of Borin9 4 'ALLUVIUM } � � �: � , I r�es��svnruaw�er�wrs ...,�. 10-5-83 co...�e*r 10-5-83 � �+n �+K o�`cn�° �r� �.r: wroarr,.S '"•,f" ..c,..00 HSA 0-14�' p 1•25 �e.i� b .5 • 5 � Q3•1 � i ' 0-5 •30 ' N � 1: b �•t���« Nhite ,: s�aimal•3 �+ewM.a�.n.,,� �E'J4P�L0 '� st r.u��e�c ss�4 _ ; , f^,- ; m�wr��„ �}a�X� �t - o . .a� . -."`�p,T'xra rrk r� 6,�m^a-�x� _ 'TT3 T"'� � +, � 5. .,# '�.'�d�# .a°'i�'a u�+P ° .. !. � b . �K�'` 't �'�''� ���' �� �.����k,ag�li" k, '� �� r i 4,: n ��' i ' �3 � � �,3��'���i �i �.�a Iq � �fi S{��. i � ; ��.,F" �a 9 r �4 �' ,t �4. . '� ���^�rvt��°��� d '�"��',�� d g. � : � � � G��� � 'r�1'.� yt �3 ��'� + C, ]' � r P � L f �Y *�' � � �, e�� rty �1�.T �Fto� � �� � M .' a�"�r .� e r . 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J�M �� r uY y r � . � ;i. �` �' � �'� �,�"'�"��i�.����.gN��, �,�'�s����'f�y'�.* '` ,� Y.�"r�,�a�arr„w � ��r��tr ;:' 4�d R �'t � vSi�:�'�. �(s��� �'+��.: �n^��, �'"ri'i ,� �'�ya+�"J'� h ;K�"'t�� �`w '�� �.A'„yT��fs �'���,a�ri � � ��,� � *�.`4�''�,�t�;�'�'� �C. � �v ;p�` t�5�'�,uY�'.�s���r '�����.�. �l�Y��'��(a �-�. ,�v '_ l . .y��-. � ��� i� �t J5�4:5*,� ^��. � 7'�!%� +�� 4 t f. a t"�Y � t, n,r �,r i :: `t .� � �Rr s"� '��a�a �t* a�.�� u �s ��i"� � fF w t � R � � � , � i�,-F"�'a�.��,�''�� �.��`'� 'T°�'�'' h� ���i� �'. r+ �'� 4 , .J � . s��� aa� l, �[ q��` pr � P� . .� � � r� JY�S.'+4k d 4�+� � � 4� � x ��� k. tAT �a..S`°� - � �'a�. �� ` ,�7 � ,2Y�,�. ' �'4� � ,�' �n� it ;.���a.'$'�, .qf '' stt��-�"����t��'r�����mi�':-*� t.� �'�` ':'�'+t� zr�y''.. r'a� +� ��'��` , , QS[ ;'!�� .,k �� �.a-. ��� ��y,!'�»�� ", "���1�w+�q, x ✓` F,� ,^b�.{4i .�t°�il?. �"'r�F tr��,��� C.4;w �. v f ,�.i.. ,. ��ji�fi I�+' li�,�r��, '� �G', � t i' II � lOG OF TEST B RIN • �� IZO-10815 rc�.K+�su�c l•� ' ;• eo«�«c yo 2 .w�cT _�OBAd —- - OE/TN OESC�rvtrOM�O��utEniM Savo;F i�N�tlialdlr t[515 ; OECtO�+C i f([T �SUAFACf[IEYATIQN 968 � � y�f'/w h 'F� 'q tvv[ M D �� du' '- SANDY CLAY. black, medtum 70PSOIL � ICL) 7 1�SB ! , ,_ 1 SANOY CLAT, dark broxn. I MIXED medium (CL) ALLUVIUt1 3 2 SB II , rown. rat er st ff HEA7HERED 10 3 SB � .'" (CL) TILL � 4� LLA1'EY SAND. a trace to a T1LL Y`+ -- little gravel. brown, rather 12 4 SB stiff to stiff. some lenses � of silty sand (SC) ( r' _._ i �'; �. `_ 22 � 5 SB . �;; �: r I + ,. 4. ��1� 21 ! 6SB , , 12 i FINE CLAYEY SILT, brown. stiff. a few � • lenses of silty sand (CL-ML) ALLUVIUM ZS � B �� 14 SAND� flne gralned, li9ht bror+n. LOARSE � moist� dense� lenses of � ALLUVIUH , silty sand (SP-S11) 16 8 B , 16 End of BorSng 'a ... r �- ��rc�uvttruw�srt�nt s•.A� 10-5-83 cwnni 10-5-83 s��wto us..a c.vc w �•'E" „i.,,00 HSA 0-14�� � Z'10 . + D�T� �VL O[�TN O[ITw p(�Tw MM[D DCIeM �Fv[L 10-5 2:10 ' 4l ' ' b ,'� 10-5 2:15 ' 3 ' �° ' � cacw�»K. Mhite ` K•qf17J1�1 rrcawaiwv S�@x� st wu w:SS�w ���y�.'; ` , c ?Y ' 9 Y` �� � "�,�!���"'� a,"�`�'•���,���'�r'�0.3""�-�^c����m�r+--�^a---�.�-�'^M-�K+.�,a-a¢.��� r , �,�Y� ,�C �.x y7'�Y�9 i�" aw�� s+j , # '�1 ''�,`.�� S� a 4 �x� } b��, t �e� �� °.�}'�1�f^�i�7 p� 1 .�+ �b. � + a `�3� �n ��� ���I���J, �"� s�"�Sz '� � � � � �+ � Y w'w .i d �� lry+ =�µ .� 4 ',( ! y q j �'�i "E��i kh . �f .r i.t � � . � � ��� Sy�4�,� �Ff� { y„ � �`: ,,�` � 7.� � � ,„� '- s�• '��`z � � -� � '�' ����� � � ` ; n r r �� '�, ��a�' q�����,���.k.1��5�,1 T �` . . ' . pr� .� ,�t� N �' �^ '.i ^:,,c s i � i' Y�. ,P d r � �_'k �t . . t K _ rY �'���ti � ,. <."` �C�°:��'��'r..�`��',1�; ,��� . . '� a M1� �a.�,�,t r'a �,. t � . � � } ri,' ;w �E�. . ,!�- , ..,., ,_ -� ..,. n r`u ��,s���'�i.��. �"�" ��, ,.� s �,- _t . . ... , T.1 4 ui �#. :� . 4 �: � f _'S 1"' �;h��3s�'"�+"l� .�G"'T i df Ll h £ � _ � 4 � e \°� �.:(� t� , �y '�t �f - k Y�^ r -' �' �^£ � � ; - . `.t p` 9-{4 J Zry�� 6 � ; r E j.. Y �,y�� . .�. �� � 4(. �d . . t � �����5 �. � '�.��➢_�y� Y _ . . 'v' {�� � . y� �T MI�{1 ]f fc (r�'�,/ �� '� - 'f�' �Y������•"a 'C �{ "k d �°, h 1 � �� k�y,E.�!x'fl.F' 4 ��e�r2 � ��,�. � T � Y �'� ,�.v , }�+'�R���`����,r�h4��^`r; d � f* ' , Kb `c' ° er ;¢ �' , ' ��. �'�!. '.��' ,��t#�"r4 F a.�b�'� 'u�y 1r A �� . `Ur�' �.", ! 3,e',, .� +d� � �.�s.v:_..=--=-'-`--�- "� ` ��yt�,���,. 4,r gi'�: ~ GENERAL NOTES ^ pR�LLpVG AMs�SAMYLING SYMBOLS LABORATORY TEST SYMBOlS � SVIMOL OEFINITION SrM90L DEfINIipN 3 7)1"40.MMb�Stem AuKt w' LY+ce CoMa+t-5 0:DrY Nt.-hSTM D IIIE �. " �A D �,p�M;tY'►o+mCs►erCupicioot FA �".6"or 10"D��n Fl�t Au�rt ,. ^ MA 2".�"a 6�H+^a A"�`� LL.PC Lqud a�d R+stic Lim1•ASTM W23 an0 11< ��� — 2��Z^,s",s~or a'sud o.i..otio{ or vxo�(��uc cumorcui..sa.nun-i�roa+as( OC Spwre f oo'•ASi N D 1 S 66 . —� Si:e A./m N Rot+h C++�M ^-: .0 rl��(�{�«Ck�nWl TY�� ACdA�Of�+I Iflft/IiOM M W CduT/1 .t3,. ... �s ConilnYOuf SC�n�rcl Sam7��t '., � GriIIM�Mrd Pq Pen�t�omcterRaaa:�t•TornJSquusFoot -y. ., jM �e[Water Tf Torvane R.adiM-To�.lSauua foot '}' Se Z^0.0.SO�it Barn�S�mWe G Spiutic Grariiy•ASTM D b11 •i .., � 2 1 JI"or 3 1 f2"O.D.SB Liner Sampk SL SArioAa�r Limit•ASTM D<1� 'j 7'a)"'Thfn Wdkd TuOe Sampk OH Flydro�en bn Contmt•Fiau MetMO • �} 3"TMT(��t��^akr) p� Orwnic Conl�ni•Combvs[io�MnMd Tp 2••or?"TMT(�e��j�mGkr) SP 5��0/res�wc•TonsJSCwre Foot p w �yyy��� f5 Perunt Swell � ��� FS irnSwNl•►ercmt �... � T+st tk S+mpls SC SuHate Coeu�t-Part+�Million,�am�a m{1L Q 9p�NQ a►Q W udine SYfum CC Cnwrd�Conirnt-rus.�vtaran.sun�a m�/� w X A%.BX a NX Doubk Tube Ba�rcl �• On�Dimsmwnal Coroot'idstion•ASTM D 2J35 CR Core RotoK�Y—►srant p;• TriuLl CanO��n . + NSR No S+mDk Recov�rrd.d+ai�ication baxd D.S.• Oirrct Sntu•AS7M D30t0 on actbn of drUlin{Wuipmrnt�nGlw ►;. Coe/1�eisnt of Ptrm�aCi7ity•cm�sec mstuial noled�n driUin�fluid w on ssmDim[ p• DnD�nw�Tsu "" p�l MA• Yutic7�Sifi Aiulyfif•ASTM O 422 . . �R ho Msnunment Rscorded.OAinarll��due K LaDor.tory RasistivriY,in o1�m•cm io pressna of drin�n�a wr�n{11ud. E. Prowremes�r[ktam+tion Modulus-75F = W2�ar Lerl SY�I V�• f KI.:VUK Snsu-ASTM D 2571 °.,• ROD Rock W+�it)De���n+tion•►t/unt � • • S«+tucMd dau fNKt w{npN �"' WATER LEVEI ,, Watp IMk Yw�'�on tM bafn{lo{t att tAt kve4 ms�wred in Iht Donnp at tM.�ms ub onJ��tM aond�tam irWiul�d. In s7r�d.tl�s _� �p+V��vN�maY De cony4trW nllabfs�round r�ler kr�K. In WY wil,it ma1 not O<pwHbls to O�urm�n�t1r{rwx1d rit�t kv�l rltl�in ���U��yyf�d(a�µpprM6.��Ct wAer�knfn or layen of morr psn�ow�aurD�uiM foil ar�prefsnt and r.m[Mn an�xund- • 1 �erbd of tlm�mav bi nsa�5u1'a nach eVuil�Drium. Thei�for�,tlx po�ition of tnc r+ter Is.<I�Ym�t 1��coMwrs u mi�d t�atun ayy not Indfuts tne trw krtl of tht Vound.atu u�k. Percnsd rner rdsn w wne��bo�s an Imperrbua I�va,t�ut imped�d le �j�tM raur cibk. T�s+ra14Dk r�ter kv�l Inbrmatbn it{i.rn at tAs Dottum of tne 10{fne�I• DESCRIP7IVE TERMINOLOGY ' k ' DENSITY CONSfSTENCY TERM "N"VAWE TERM Umination UD�o�R"�����stnwm , �,,;. ��� Lavat 1 J:•to 6"tnld�tuwm - d`<t. " yvy�ow� � l�nti 1(I"to 6"dncontinuow saawm.pocA�t ' . ��M S.; Medium 9•1 S BatAer Stftf Vured Al1UMU1K IlT{ML10M O�[�Y.�It andlor firr �.��� � � Mtlwm DN�M [raI^�a u^a,or cofws tnsrsof ` �� 1630 Stiff pry .��.� V�p� Vsry SUtt M��t Pu.dery.no notiu�bt�raur ..-;e� ?. •'" O.sr JO g�br uturatbn ,� N'st Stturata0.�Dors tiquid limit � '�� .� ���N•�pyu�Wn: Bb�vt�er Fool of a 1�0 Pound Hamm�r w�[erbeuinr Psr:aus soil b�tow r�tsr Falliry 30 f�drs on a 2 IncA OD SDlit "^' BurN S�mpkr. '� p r_:_:,?t�c PROPORTIONS ANO SIZES � Bouwer Overt2~ . , j� Rinjt CobDk 3.•.12•• Gra�N •-• Traa 0-5% Couu 3�j�'3� A LRtM S•15% Fine �j•3��" , u ��y 15•30% Sand WItA 3�-50% Coux ��•x10 Mcdium �10-��0 `� �� +ri0•it200 Silt t CIaY —�Z�,B�d on P4s.i.::y �, '.. . l� ,�C d y `� � .p ����. �4S� `5{� ,:�4 ' i�. _Z l��+ � �.��'i a`�� �� . + sE.a(tt-�) ' ' �,y'��� �E ' � ,-y , a � �� ' � �� k �, x ,�� � � x,� . ak .i.. �t r,�-��y4 � y �f� .-� ..��a � t'� x�. �i �ti%�� �..�ty.�> �"�°;� �' � �I � _t ': . � ,. � � ..� ��,LA ��r w� �x� ��� '�,�*1�,� k: ��yy t � �£� �i ��y�,�� 1� f 1 '$ .rz�a`F�P'�.. .:. ' ::� ; �'#+" �?-� ' � ; ,�tav`� v.r,�� ���+§�wrr�� � �:: � l 5;"� y"y�'-�,. � w�„'�}r 4 r�`�.+ t� � '�,. ��_'� i :$', . �J�n v@ R - k +ts r a � N�i�,��k r�- �.. '�fi, �,y�-&^� S� �'k,�]�{,�f�.°ti�`x�"xw �t., S��� y�v�'�e a. . 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