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Boring Location: See Figure 1,Site and Exploration Plan Drilling Company: Holocene Bore Hole Dia.:6 <br /> Top Elevation: 432 ft Drilling Method: HSA Hammer Type: Auto B-2 <br /> Date Drilled: 6/2/2022 Drill Rig: Truck Logged bv: NNR/ <br /> SOIL DESCRIPTION PENETRATION RESISTANCE(blows/foot) <br /> � Y) <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. � ° ° ~ <br /> C7 0 20 40 60 m <br /> 25 <br /> Very dense,moist,gray silty SAND with gravel(Unweathered s-a 12 L50 5° <br /> Glacial Till)(Qvt) <br /> ' I III IIIIIII Ilillll ' <br /> Boring completed at approximately 26 ft,ground water not -r-- �r- l l l l l <br /> r1-I r rl—1 I I I I <br /> observed at time of drilling <br /> I 111 IIIIIII IIIIII ' <br /> -TT- I F71- 7777r1-l_ _rrr- 1 , <br /> 11 Ilii iilllll iillll <br /> 11 L L.L L L L.L L L L L1_. L_LLJJJJ_. <br /> _ IIIIIII IIIIIII IIIIII ' <br /> llllllll IIIIIII IIIIII ' <br /> 30 <br /> 111111 IIIIII llill — il � illl <br /> llll llllll <br /> +++ <br /> _ IIIIIII IIIIIII IIIIII ' <br /> _ IIIIIII IIIIIII IIIIII ' <br /> IIII <br /> rrrrrrr rrrrrri <br /> II 111 iilllll IIIIII ' <br /> -r_ _Ii irrrrr rrliii <br /> 35 <br /> t 4- 4- <br /> r-r-r-r rr r rrrrrr�- -i-i-Ir-I-r-I <br /> rrrrrrr rrrrrr Illill_L. .. <br /> 40 <br /> llllllll IIIIIII llllll .''... <br /> IIIIIII IIIIIII III111 <br /> IIIIIII IIIIIII II1111 <br /> IIIIIII IIIIIII II1111 .''... <br /> IIIIIII IIIIIII II1111 .''... <br /> T t-1111-1-1- <br /> IIIIIIIII IIIIIII II1111 <br /> Illl � llll Ill � lll III1111 .''... <br /> ll ll � - jl1i ( IIIIIII '. <br /> 45 <br /> IIIIIII Il Il II1111 .''... <br /> IIIIIII Il ill II1111 .''... <br /> _ IIIIIII IIIIIII II1111 <br /> + <br /> 50 <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-2 <br /> Att.=Atterberq Limits <br /> 19023 36th Ave.W, Suite D LOG: <br /> Lynnwood, WA <br /> Page 2 of 2 <br />