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Boring Location: See Figure 2,Site and Exploration Plan Drilling Company: Holocene Bore Hole Dia.:6 <br /> Top Elevation: 430 ft Drilling Method: HSA Hammer Type: Auto B-3 <br /> Date Drilled: 6/2/2022 Drill Rig: Truck Logged bv: NNR/ <br /> SOIL DESCRIPTION PENETRATION RESISTANCE(blows/foot) <br /> � U) <br /> E J Standard Penetration Test o 0) <br /> E The stratification lines represent the approximate boundaries z 0 o U <br /> 2 -0 A Hammer Weight and Drop: <br /> m between soil types. The transition may be gradual. Refer to 0 3 <br /> report text and appendices for additional information. � ° m ~ <br /> C7 0 20 40 60 <br /> 0 <br /> `J'asphalt over 8"crushed surfacing base course <br /> `----------------------------------------- <br /> II111 <br /> ' IIIIIII IIII <br /> IIIIIII IIII <br /> Dense, moist,gray silty SAND with gravel (Fill)(Hf) ++++- <br /> S-1 1 18 I I 1 1 1 1 34 <br /> (IIIIIIII IIIIIIIII IIII <br /> ���� rtrtrtrtrtrtrttt tttt* <br /> l II L IIII <br /> 5 <br /> Medium dense moist,gray grading to brown at 6 ft silty SAND T1 1 1 1 1 1 1 1 1 1 <br /> with ravel,trace charcoal Fill Hf s-2 1 12 I ICI II 1 I 1 1 18 <br /> g (Fill) ) IIIIIIIII IIIIIIIII IIIIIIIII <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> i_I LI�J1�J 1-111111.11 iiLILL.IL. <br /> 1111ii11 IIIIIIIII IIIIIIIII <br /> S-3 18 IIIIIII IIIIIIIII IIIIIIIII <br /> y�� 14 4 F 1 I 4 1 1 1 1 <br /> plastic Fill (Hf) 12 <br /> p (Fill) II � II � III � II � IIIII IIIIIIIII <br /> Medium dense,moist,brown silty some gravel, race <br /> 1 <br /> ,, h-11 -I tttt ttttti-tti- <br /> ' II IIII IIIIIIIII <br /> 10 <br /> Medium dense,moist,brown silty SAND,some gravel(Fill) S-4 18 O 14 <br /> (Hf) I _ .� l l l T t T t t T Ili <br /> r---------------------------------------------- <br /> IIIIIIIII IIIIIIIII <br /> i_IiI�J�� 11.11111.11 11.11LLL.L1. <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> IIIIIIIII IIIIIIIII IIII 1111 <br /> llllllll IIIIIIIII 1 <br /> 15 <br /> Very dense,moist,gray SAND with silt and gravel <br /> S-5 18 Y 5/12" GSA <br /> (Unweathered Glacial Till)(Qvt) 31-1T7-1 -7 7777TT TTTT{- <br /> 1 1 1 1 1 i 1 1 i 1 1 1 1 1 1 1 1 1 1 i 1 1 <br /> I 1...1....1.1.�._.1_.i _._.____ <br /> 11111I11I 111111111 1I11 � <br /> ILfJ-LfJ.1..JJ. .1.1...1111111 11.11 L i _ L <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> _ IIIIIIII IIIIIIIII IIIIIIIII <br /> -I-N-I-I-I-I-I-4 -i-i-F-F-I--J--l--l--I- -4--I--4--F--F--F--4--4--F- <br /> _ IIIIIIII IIIIIIIII IIIIIIIII <br /> I � � III IIII IIII IIII <br /> 20 T <br /> Verydense,moist,gray silt SAND with ravel Unweathered I <br /> 9 Y � Y 9 ( s-s 12 50/2" <br /> Glacial Till)(Qvt) r r r rt r r t r r r r <br /> ( IIII <br /> ''... 1111111 111111111 IIII i II iII <br /> -i i iii TT i TT i T i T i TT TT i <br /> '... 1111111 IIIIIIIII IIIIIIIII <br /> 1 I_iJJ ul 111111.1.11 11.1 L L L1.L.1. <br /> IIIIIII IIIIIIIII IIIIIIIII <br /> II <br /> _-I l l 1 i r <br /> 25 <br /> SAMPLE LEGEND GROUNDWATER LEGEND 0 %Fines(<0.075 mm) <br /> I2-inch O.D.split spoon sample ❑ Clean Sand 0 %Water(Moisture)Content <br /> 3-inch I.D.Shelby tube sample Bentonite Plastic Limit Liquid Limit <br /> Grout/Concrete Natural Water Content <br /> ® Screened Casing Broadway Everett Expansion <br /> TESTING KEY ❑ Blank Casing 8407 Broadway AVE <br /> GSA=Grain Size Analysis V Groundwater level at Everett, WA <br /> time of drilling(ATD)or <br /> 200W=200 Wash Analysis N on date of Date: 6/2/2022 Project No.: 2601.01 <br /> Consol.=Consolidation Test N measurement. <br /> Zipper Geo Associates BORING B-3 <br /> Att.=Atterberq Limits <br /> 19023 36th Ave.W, Suite D LOG: <br /> Lynnwood, WA <br /> Pagel of 2 <br />