Laserfiche WebLink
Boring Location: See Figure 1,Site and Exploration Plan Drilling Company: Holocene Bore Hole Dia.:6 <br /> Top Elevation: 431 ft Drilling Method: HSA Hammer Type: Auto B-1 <br /> Date Drilled: 6/2/2022 Drill Rig: Truck Logged bv: BGF <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 I__ <br /> C7 0 20 40 60 <br /> 0 <br /> `,2"asphalt over 8"crushed surfacing base course <br /> `----------------------------------------- IIII-IIlI-i4I-iI.-I1I-i1II-171I <br /> rtnose,wet,red-brown gra Ing t0gr Y silty ,trace t0 S-1 8 <br /> some ravel Fill Hf I I <br /> _rIII.+III +II <br /> _ <br /> 1{tt' I tttt* <br /> IIII <br /> 5 Medium dense,moist to wet,brown,silty SAND with gravel T �� ll ��, <br /> (Fill)(Hf) S-2 I 12 I!Ui 1 1 � 1 22 <br /> -------------------------------------------- <br /> IIIIIII IIIIII it <br /> ( IIIIIIIII IIIIIIL. IIII <br /> 1IJ� J LJJ 1.1.1111 <br /> ( IIIIIIII IIIIIII <br /> Unweathered Glacial Till Qvt <br /> I <br /> rY 9 Y g 62' GSA <br /> ( )( ) IIIIIIIII IIIIIIIII i11i <br /> e dense,moist,gray, with silt an rave S-3 18 � 11� t+* r r <br /> II II I <br /> 10 <br /> Very dense,moist,gray,silty SAND with gravel(Unweathered T s a 1e 504" <br /> GlacialTill)(Qvt) l I�77 -1-17 7 1 1 1 T I I l i 1 <br /> III IIIIIIIII IIIIIIIII <br /> _L_I I ILJJ JJ _J-i 1111.1.11 11.1 L L L L.L.L. <br /> IIIIIIIII III I IIIIIII IIIIIIIII <br /> IIIIII <br /> IIIIIIIII IIIIIIIII IIII III <br /> IIIIIIII IIIIIIIII <br /> ++ , <br /> IIIIIIIII IIIIIIIII i <br /> 15 17 <br /> I l l <br /> No recovery(Inferred Unweathered Glacial Till by drill action <br /> S-5 6 11 I 1 1 1 I I 50 5" <br /> and blow counts)(Qvt) 17""� �����TTT7 T7-TT{ <br /> Ilillllll IIIIIIIII IIII '. <br /> 111111111 111111111 IIII <br /> 1...7....7.i.7.7 <br /> .7 <br /> .7 <br /> .7 <br /> . _._.____ <br /> .JJ. <br /> 111111111 I JI_11 1111111 L <br /> 111111 ( IIII <br /> ILIJ-LIJ.J. . 11.11 i _ L <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> _ IIIIIIII IIIIIIIII IIIIIIIII <br /> _ IIIIIIII IIIIIIIII IIIIIIIII <br /> 20 IIIIIIII IIIIIIIII IIIIIIIII <br /> Very dense,moist,gray,silty SAND,trace to some gravel I I I I I I I <br /> S-6 7 IIIIIIIII IIIIIIIII III111111 502" <br /> (Unweathered Glacial Till)(Qvt) 1 1 1 17�71-t-r 777 7 7 7 7 7 T T T T r r r r r <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> - IIIIIIII IIIIIIIII IIIIIIIII <br /> _ IIIIIIII IIIIIIIII -TT IIIIIII <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> 111111.1.11 11.L L L L L.L.L. <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> IIIIIIIII IIIIIIIII IIIIIIII <br /> I-I-I-I-I-I-1-I-I -l-l-t-l-�-1--1-1--1- -I--t--1--1--4--�-I-.r <br /> IIIIIIIII Ili ii i i li ii <br /> IIIIIIIII <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-� <br /> Att.=Atterberq Limits <br /> 19023 36th Ave.W, Suite D LOG: <br /> Lynnwood, WA <br /> Pagel of 2 <br />