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��i;=:'�._i=�•_���._, ._,� �_ __� ._._.._ . _ _ �. _ _ -. . . . .. _ <br /> LOG fl� BORING B- 2 <br /> PROJECT • SiTE <br /> Retaining w�i! Design OrQnO, Minnesata <br /> CUE�1T ARCHkTECT-ENGENEER <br /> Robert �wens Boonestroo Rosene Anderlik & Associates <br /> � �A VNCtlNFINEO COMPRESoIVE STREAIGh�T4NSl� <br /> w � " •--0--- <br /> � � � 1 2 3 4 6 <br /> u�, c� I7ESCRIPTIQN QF MAT�RIAL � � WA'fEH <br /> � � Q N � CONTEIV"1� °Jo <br /> _ � °V - -.�. _ . <br /> `��' z w � � u, <br /> ti W 4- � ,Q � N � STANDARD PENETRAT70N (SCdWSlFOOT) <br /> � � ~ � G a <br /> � � � � � SUR�ACE ELEVATION • ,�"'. a � —� <br /> o N ,� � m 115,0 cn c7 z i o 20 3o aa 5P <br /> 0.4 8rown CLAY WITH SAND, S(L.T, tt'ace <br /> roots - (CL} (Topsoi!) �$ <br /> igS �ight brown SANDY C1AY, trace grave) � 2 �► <br /> saft - (CL} (FILL.) � <br /> 2.0 = <br /> Light brown CLAYEY SILT - very ioose - � <br /> moist - tML} {Possible fi11) � a <br /> 2SS 3 � <br /> 3.5 <br /> Light brown fine SAND, trace gravel - � <br /> damp - (SP) � <br /> , <br /> ' 3 <br /> �� 5.0 ` <br /> 6rown and gray 5ANDY Ci.AY, trace � <br /> gravel - firm to stiff - tCL! ' � <br /> s <br /> � <br /> i <br /> � <br /> ' 24 <br /> 4SS 8 � <br /> � <br /> 4 <br /> l <br /> l ,� <br /> 5SS 13 � <br /> �0.0 <br /> End �f boring at 10 feet <br /> Hand auger used full depth <br /> Borehole backfiiied with cuttir�gs <br /> Blow counts obtained from an $9 pound <br /> hammer falling 1 1 inches carreleted t� a <br /> 140 pound hammer falling 30 inches. <br /> WATEft LEVE�.OBSERVA7IOPIS BORfNG 3TAATED s/1�I�� <br /> W.L. Graundwater not encnuntered ��E CONSULTANTS,i�vc. gORlNG COMPLETED SI�BI�3 <br /> C3eossehnied•M�n•b•6�Q��+2+� R!G Hand Au Bf ���� KHK <br /> W,�, whit� driilin t4000 Zlat p�+enua No_ <br /> W.L.1 9.$ f�et after au er removal <br /> 8112}668,1858 66447 DRAWN CK APPFIOVED ��R <br /> �os u 3766-A s�+£Er 1 of 1 <br /> Borin caved at 1 Q f�et after au er Trie stratification lines represerrt approximate boundaries <br /> remova! between sail types: insitu the transition may be graduai. <br />