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� PSI <br /> M�� 6032 N. Cutter Circle <br /> Portland, ore9on LOG OF BORING B-3 <br /> Telephone: (503)289-1778 <br /> Shef:t 1 of 1 <br /> P51 Job No.: 0704186 DnlP�iy AYelhod: Mud Rotary WATER LEVEL3 <br /> ProjecL Chase Evergreen Sampiing Method:Split Spoon 57 <br /> Localion: See Si�e Vicini�y(Fip.1) Hammer Type: CME Aulomatic i <br /> Boring Location: See Siie Exploration Plan(Fig,2) - <br /> � <br /> Slalion: NIA y STANDARDPENETRATION <br /> y Of(5C1: N/A e TEST DATA <br /> ` � o a o � �� c e N in hlowsAl� <br /> =� '� H Z ��—, '� 1O a X MoisWrn O PI. <br /> o " " m G MATERIAL DESCRIPTION a � t u. Additional <br /> �� a a g E v � � .o o �s Remarks <br /> E > w <br /> W � � N N � j F � STRENGTH,Isl <br /> N ♦ Ou 31E Op <br /> 0 o ao .o <br /> inc ros o <br /> ery sli �9rey� ino�Poor y gra e A ................ ........ ........ <br /> SILT wilh fine GRAVEL(FILL);moist <br /> ................ ........ ........ <br /> 13 <br /> 1 74 2-5-16 .......:... .... .... ... ........ <br /> N=21 ................ ....... ........ <br /> 5 13 <br /> P:;; 2 14 e ium ense, rown-orange, ine to 23-15-20 ................ ..... ° ........ <br /> :: •. medium,well graded SILTY SAND with fne, N=35 <br /> •e�� rounded GRAVEL;mois� ................ ....... ........ <br /> . . . sM 15 X <br /> .;r.•. 3 12 12•9-7 ..........o ... ........ ........ <br /> 0.:�: N=1fi ........ ....... ........ ........ <br /> . . . . <br /> �� • • • • �oso,grcy,Tine�o me�wm,weTfc�ra3ed-- Z� Fines-33.1% <br /> p•��, - <br /> 4 >> SILTYSANDwithsom�fine,sub-rounded 3'Z'3 ..° ••......... ..•••..• ......•• <br /> •O:.Q GRAVEL;moist N=5 <br /> . . . ........ ...... ........ ........ <br /> �b'•;• becomesmediumdensc �3 ,,,,,,,, ,,,,,,,, Fines=lo.1% <br /> 5 13 12-12-11 ............. a <br /> a:•.•: N=23 <br /> ................ ... ... ........ <br /> a�:� <br /> 15 '.•.•, becomesverydense SM 13 <br /> •'c::• 6 14 14-20-30 ................ ........ ....... <br /> . <br /> , , N=50 <br /> P.'.'. ................ ........ ........ <br /> . . . <br /> . .Qe• <br /> . . . <br /> . . . <br /> . . . <br /> b. . ................ ........ ........ <br /> �•� •� ____ <br /> Z� � � Sery dense,grey?ne,well gra�e� �� <br /> �!�` � 18 sub-rounded SANDY GRAVEL wi�h SILT; 2-322•SD/ ' ,,......_...... ........ ...�? <br /> ��.�: moist N=82 <br /> •: ................ ........ ........ <br /> . GW <br /> ��R ................ ........ ........ <br /> ��.,. ................ ........ ...... <br /> .: <br /> � <br /> ZS �.: ;. .�, 6ense,gray,Tine to medwm,welf graaca 14 <br /> `. ` '' i 8 16 SM 16-15•15 ................ ..� <br /> ����� � SILTY SAND;moisl <br /> . . ., � .... ........ <br /> N=30 <br /> Bodng terminaled on 4I20/2010 at 26.5 feel <br /> bgs.Bonng backf Iled with hydrated benlonilo <br /> chips upon comple�ion. <br /> Notes: <br /> 1)Rofer to Boring Log Notes for explanalion <br /> of symbols,abbrevialions and def ni;ions. <br /> 2)Groundwaterlevel,ifindicaled a6ove,is for <br /> Iho specific dale explored and may vary. <br /> 3)USCS designation is based on <br /> visual-manu�l classifcation and select lab <br /> lesting. <br /> Completion Deplh: 2G5 ft Sample Types: LatiWde: <br /> Date Bonng Slarted: 4/20/10 qu er Culling Shelb Tubo LoagiWde: <br /> Dale Boring Compleled: 4/20/10 9 Y Drill Rig: CME-%5 <br /> Logged By: J.Poguo Splil-Spoon Hand Auger Remarks: <br /> Drillin Contractor. P51,Inc. Rock Core Dames and Moore <br /> The stratificaF.on lines represent appmximato boundanes. Tho Uansition may be gradual. <br />