Laserfiche WebLink
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 /> � 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 /> 3"asphalt over 8"crushed surfacing base course <br /> 11i t1 <br /> Loose to medium dense,moist,gray silty SAND,some gravel S-1 12 �-+ { +++++ 10 <br /> (Fill)(Hf) I I I+-� I I I <br /> {t-t tttt* t. <br /> t <br /> 5 IIIIIIIII <br /> Medium dense,moist,gray grading to brown silty SAND with grave ( )( ) h� <br /> l Fill Hf S-2 18 i�L �� �, .-- _ 16 <br /> IIIIIIIII IIIIII it I <br /> IIIIIIIII IIIIII � IIII t <br /> IIIIIII IIIIII I <br /> Loose,moist,red-brown SAND,some silt and trace gravel T I I I I +y-1 4- <br /> (Fill) Hf S-3 1 12 1 9 <br /> -------------------------------------------- <br /> 10 <br /> ( <br /> Very dense,moist,gray SAND with silt and gravel <br /> Unweathered Glacial Till)(Qvt) s-a 1a 50 5" GSA <br /> �� �7 IIi..li lillilll <br /> III IIIIIIIII IIIIIIIII <br /> L_III�JJJJ 11.11111.11 11.1LLLL.LL. <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> IIIIIIIII IIIIIIIII IIIIIIII <br /> IIIIIIIII IIIIIIIII lilt III <br /> IIIIIIII IIIIIIIII <br /> IIIIIIIII IIIIIIIII i <br /> 15 <br /> Very dense,moist,gray SAND with gravel and some silt <br /> S-5 12 1 1 1 1 50 5" <br /> (Unweathered Glacial Till)(Qvt) _7717 77777 7777777T7 TTTT. <br /> IIIIIIIII IIIIIIIII IIII . .. .. '. <br /> IIIIIIIII iilliiill IIII <br /> i i.iiiiiiii IIII__ <br /> I _LJ-LIJ.L.JJ. .J.1...1111111 11.11 L <br /> IIIIIIIII IIIIIIIII Illllllil <br /> _ IIIIIIII IIIIIIIII IIIIIIIII <br /> +I-I-I--I-I-I-4 -4-i-F-F---J--l--l--I- 4-4-4-4-4--F--F 4--F- <br /> _ IIIIIIII IIIIIIIII IIIIIIIII <br /> 20 IIIIIIII . . . . . . . . . IIIIIIIII <br /> Very dense,moist,gray silty SAND with gravel(Unweathered 1 I I I I I 1 <br /> S-6 6 IIIIIIIII IIIIIIIII III111111 504" <br /> Glacial Till)(Qvt) IT-I-7-1-r -7-777777T TTrrrrrr <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> - IIIIIIII iil11ii11 IIIIIIIII <br /> _ IIIIIIII IIIIIIIII -TT IIIIIII <br /> IIIIIIIII ii1111i11 IIIIIIIII <br /> _I_f I I_LJJ�J 111111.1.11 11.1 L L L L.L.L. <br /> IIIIIIIII IIIIIIIII IIIIIIIII <br /> IIIIIIIII IIIIIIIII Illlllli <br /> I-I-I-I-I-I-1-I-I -1-1-4-1-4-1--1-1--1- -I--t--L--1--4--4-I-.r <br /> IIIIIIIII Ili ii i i ti 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-2 <br /> Att.=Atterberq Limits <br /> 19023 36th Ave.W, Suite D LOG: <br /> Lynnwood, WA <br /> Pagel of 2 <br />