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LOG OF TEST PIT � , _,__, <br /> � <br /> DEPTH BELOW 60�L CROUP <br /> OROUND 6URFACE CLA6biFlCATiON <br /> (FEET� 6VMBOL DE6CRIPTION <br /> 7EST PI7 T <br /> 0.0- OS Fo}eKduR <br /> OS• 3S SM Bro�vn�Bry fin�a cwnc und vh6 ocwioiul`nval,cobbin ud mou(medium <br /> de�ue,mcfu)(wulhc'ed ji�ci�l lil� <br /> Numeran'oou b 2.9 fut <br /> 3.S• 9.0 SMR.iL 1ljht b�ovo�nd sny VmwW tilry fine und�nE uody�Ih vfth audao�l�hin <br /> ' IeN o((i11!b medlYm Yod(deoK/N((,moin)(�dv�nce ounvu6) <br /> 9.0-I3.0 SM Ony �Illr �M b CMfM YIIA ri�h occ��ioo�l�nvel �nd cobb�n(deew,moip) <br /> (jl.c{.I Giry <br /> 11.0-f7.0 ML Ujht brown�nA any hmi�u�ed iilt viih acuioiul und (NiR, mofq) (�dv�nce <br /> wiw��h) <br /> � Tep ph completed�� 17.0 feu on 06/0{N2 <br /> No nound v�kr�eep�je ob�erved <br /> � Minor cavloj ob�ervW betvan 1.0�nd 7.5 fut <br /> Diau'bed wil u�le�oE�ined�t 5.0, 10.0 ud I3.0 fect <br /> TEST PIT B <br /> 0.0- O.S Forca duR <br /> OJ- ).0 SM Brove�llty fine�n cwne und vi�h«c��ioiul snvcl,cobblu,bwld�n(up w)1 <br /> - incha)ud ioou(loo�e�moit)(ve��hs�ed ounv��h; <br /> Nume�ou�ioou�0 1.5 feet <br /> � 3.0- 7.0 SMRdL I!'ht biove m jnyi.E brove �Jry fur to medium und �ed rndy �Ut wim <br /> xu�ioiu�jnvel�nd cobble�(duualuiR.mota)(�dvu�ce wtw��h) <br /> 7.0- IS.O ML BtOM'��IIA�IfY I�IIIINICA/iIl M'IIII OCC�IIONI II1111I�N O�IIM IOIIItAIYm MOA(Vtf�' <br /> ' N�R�1M{M)(�d:K11Ct dl�v�1�1� <br /> T.0 pu�o�i.ma.� is.o r�o�oe�aro� <br /> � No rouod v�ur�eep�`e ob�erved <br /> No qvinj ob�erved <br /> TH8 DFPI7i5 ON IHG 7FST PII'IAaS,ALTHOUGH SNOWN TO 0.1 FOOT,ARE BASED ON AN AVFAAOE OF <br /> I.ff.ASURFMFN[S.ACROSS TNb TEST PR AND SHOULD BE CONSmFRED ACCURATE TO O.S FOOT. <br /> LOG OF TEST PIT <br /> Geo � Engineers FIGUR'c A-13 <br />