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r <br /> Cape Cod Test Boring Project Boring No. MW3 <br /> 5 Rayber Road,Orleans,MA 02653 Miranada's Excavating <br /> (508)240-1000 Mashpee Sewer Commission Sheet 1 of 1 <br /> div.Desmond Well Drilling,Inc. 360 Asher's Path,Mashpee <br /> Driller: Thomas E Desmond III Boring location: 41.63066'70.47375' <br /> Helper: William Urqhart Ground Surface Elevation: <br /> Inspector: Darlene Zelinski Date start:4/8/2011 Date end:4/8/2011 <br /> Sampler consists of a two inch split Notes: Auger Size:6 1/4"x 4"H.S.A <br /> spoon driven using a 140 lb. Casing Size: 2"x52'SCH40 PVC FJT <br /> hammer falling thirty inches Screen Size: 2"x10'X.010 SCH40 PVC FJT <br /> Depth Sample Sample Description Well Installation <br /> (FT) NO PEN/REC DEPTH/FT BLOWS 6" <br /> 2 <br /> 0 <br /> -2 Z Z It <br /> -4 1 24/17 3-5 4-10-13-19 F-M brown sand,trace silt,trace <br /> -6 gravel Z Z <br /> -8 2 24/14 8-10 3-4-4-3 F-M-C light brown sand <br /> -10 <br /> -12 <br /> -14 3 24/15 13-15 4-5-6-7 F-M-C light brown sand,trace Z Z <br /> -16 gravel <br /> -18 4 24/17 18-20 5-7-9-11 F-M-C light brown sand Z Z <br /> -20 <br /> -22 <br /> -24 5 24/16 23-25 4-8-8-9 F-M-C light brown sand Z Z <br /> -26 <br /> -28 6 24/18 28-30 5-5-10-13 F-M-C light brown sand,trace Z Z <br /> -30 gravel <br /> -32 <br /> -34 7 24/18 33-35 6-10-11-12 F-M-C light brown sand Z Z <br /> -36 <br /> -38 8 24/17 38-40 5-8-12-15 F-M-C light brown sand <br /> -40 <br /> -42 <br /> -44 9 24/18 43-45 7-9-11-12 F-M light brown sand,trace C light <br /> -46 brown sand <br /> -48 10 24/18 48-50 7-10-12-14 F-M light brown sand,wet <br /> -50 <br /> -52 <br /> -54 11 24/11 53-55 5-9-12-21 F-M-C light brown sand,wet <br /> -56 <br /> -58 12 24/1 58-60 3-4-7-9 F-M-C light brown sand,wet <br /> -60 Well Depth:62'top of pipe <br /> -62 Static:50'5" <br /> -64 Bentonite seal:38'-40' End of boring:58' <br /> -66 Well screen:52'to 62' End of sample:60' <br /> Granular Soils Cohesive Soils Well Installation Key <br /> BLOWS/FT DENSITY BLOWS/FT DENSITY Proportions Used -CONCRETE <br /> 0-4 V.LOOSE >2 V.SOFT Trace 0-10% M-SAND PACK <br /> 4-10 LOOSE 2-4 SOFT Little 10-20% <br /> 10-30 M.DENSE 4-8 M.STIFF Some 20-35% Z -SOIL <br /> ® -BENTONITELL <br /> NITE <br /> 30-50 DENSE 8-15 STIFF And 35-50% HJ -SCREEN <br /> >50 V.DENSE 15-30 V.STIFF N7 -APPROX.WATER <br /> >30 HARD LEVEL <br /> CAPE COD TEST BORING IBORING NO. MW3 <br />