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� PSI <br /> ��� 6032 N. Cutter Circle <br /> Porlland, ore9on LOG OF BORING B-1 <br /> 1'elephone: (503)289-1778 <br /> Sheet 1 of 1 <br /> P51 Job No.: 0704186 Drilling Melhod: Mud Rolary WATER LEVELS <br /> PrqecL Chase Evergreen Sampling Method:Split Spoon Q <br /> Location: See Site Vicinity(F3.1) Hammer Type: CME Automatic = <br /> Boring Location: See Site Exploration Plan(Fig.2) - <br /> Q <br /> SlaliOn: NIA y STANDARDPENETRATION <br /> y Offsel: N/A o t TEST DATA <br /> y ^ m a o t �� _ , N in blows/fl� <br /> ` =' � FT- Z � � fD m X Moisture 0 PL <br /> _ " � w v " MATERIAL DESCRIPTION � d � * LL Additionai <br /> r � <br /> � a a g E d � � o o xs Remarks <br /> > d L' E m > m 3 <br /> w � � N N � � m � STRENGTH,61 <br /> a ♦ Ou 31E Op <br /> N o zo �a <br /> � mt es o <br /> e mm ense, rown, melocoarse,we •�����•�-���•�• -���•�� ��•���•� <br /> graded SILTY SAND wilh GRAVEL(FILL); . . ....... ........ ........ <br /> moist 16 X <br /> 1 14 2-13-13 ................ ....... ........ <br /> p��: e ium ensa, rown, inetocoarse,we N=26 ���........... ........ ........ <br /> graded SILTY SAND wilh fine,sub-rounded <br /> 5 •°•:Q GRAVEL;moisl 20 <br /> .v:: 2 13 8-6-8 ........°...... ........ ........ <br /> tn• SM N=14 <br /> o�Y. ....... ........ ........ ........ <br /> 'a:;� 3 18 becomesloose 4-0-5 � <br /> 28 ..... .......... X..... ........ <br /> . . . <br /> .•.•: N=9 ...... ......... ........ ........ <br /> 'O.': <br /> . . . _ __ _____ ___ __ <br /> �� p�.�; v(Teaium tlense�rown-groy, ine lo me�um, 19 <br /> ;; • 4 10 Well graded SILTY SAND wilh some fne, 6•5-7 ....... ....... ........ ........ <br /> '°•.� sub-rounded GRAVEL;moisl N'�Z <br /> . . . ........... .... ........ ........ <br /> ,p�;•; 13 Fines-182% <br /> ' 5 12 i6-12-12 ............... ........ ........ <br /> 0.'�: N=24 <br /> . . ............. . ........ ........ <br /> -15 �'� SM 14 <br /> •o;':• 6 14 8-5-9 ........� ..... ........ ........ <br /> . . N=14 <br /> . .�. <br /> . <br /> .. <br /> 7:.'. .............. . ........ . ...... <br /> . . . <br /> . .p.e.: ................ .. ..... ........ <br /> . . . <br /> . . . <br /> .o�.•. ................ ...... . ........ <br /> 20 �� •. 6enso,groy,7ineTomedwm,weTgra"iea-- 14 <br /> `. ` ` �� 7 18 16-21•25 � <br /> ���� �� SILTY SAND;moist <br /> . . ................ ........ ..... . <br /> N=46 <br /> .. .. .. ................ ........ ........ <br /> SM <br /> � :•. r: :. . <br /> Z' .. . �: becomes very dense and withom gravel �Z <br /> .... .. . 8 18 203035 ................ ........ ... a> <br /> N=65 <br /> �onng terminated on 4/20/2010 al 26.5 feet <br /> bgs.Bonng backfilled with hydraled bentonite <br /> chips upon camplelion. <br /> Noles: <br /> 1)Refer lo Boring log Notes for explanalion <br /> of symbols,abbreviations and definilions. <br /> 2)Groundwater level,if indicated a6ove,is for <br /> the specifc dale explored and may vary. <br /> 3)USCS designation is based on <br /> visual-manual classifcation and select lab <br /> lesting. <br /> Complelion Depth: 26.5 R Sample Types: Latilude: <br /> Dala Bonng Slarted: 4/2W10 Longilude: <br /> Date Boring Completed: 4I20/10 Auger Cuuing Shelby Tube Drill Rig: CME•75 <br /> Logged By: �,poy��o �Split-Spoon Hand Auger Remarks: <br /> Orillin Conlraclor: PSI,Inc. Rock Core Dames and Moore <br /> The slratification lines reprosent approximatc boundanes. Thc transition may be gradual. <br />