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Cape Cod Test Boring Project Boring No. MW1 <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: 41.62860°70.47587' <br /> Helper: William Urqhart Ground Surface Elevation: <br /> Inspector: Darlene Zelinski Date start:4/11/2011 Date end:4/12/2011 <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"x49'8"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 17, <br /> Z <br /> -4 1 24/18 3-5 2-4-3-3 F-M brown sand,some gravel <br /> -6 <br /> -8 2 24/18 8-10 2-$-4-5 Top 4"F silty sand Z <br /> -10 Bottom 14"F-M-C brown sand <br /> -12 <br /> -14 3 24/18 13-15 4-5-9-11 F-M-C light brown sand,trace Z Z <br /> -16 gravel <br /> -18 4 24/19 18-20 7-11-12-12 F-M-C light brown sand,trace Z Z <br /> -20 gravel <br /> -22 <br /> -24 5 24/19 23 25 6-11-13-12 F-M-C light brown sand Z Z <br /> -26 <br /> -28 6 24/19 28-30 10-11-12-17 F-M-C light brown sand,trace Z Z <br /> -30 gravel <br /> -32 <br /> -34 7 24/18 33-35 7-7-10-8 F-M-C light brown sand Z Z <br /> -36 <br /> -38 8 24/19 38-40 7-10-9-10 F-M-C light brown sand <br /> -40 <br /> -42 <br /> -44 9 24/18 43-45 7-11-12-13 F-M-C light brown sand <br /> -46 <br /> -48 10 24/15 48-50 7-12-16-19 F-M-C light brown sand,wet <br /> -50 <br /> -52 <br /> -54 11 24/14 53-55 9-13-11-13 F-M-C light brown sand,wet <br /> -56 <br /> -58 12 2418 58-60 3-7-10-16 F-M-C light brown sand,wet <br /> -60 Well Depth:59'8"top of pipe <br /> -62 Bentonite seal:38'-40' Static:48' <br /> -64 Well screen:49'to 59'8" End of boring:58' <br /> -66 End of sample:60' <br /> Granular Soils Cohesive Soils Proportions Used Well Installation Key <br /> BLOWS/FT DENSITY BLOWS/FT DENSITY ® -CON RETE <br /> 0-4 V.LOOSE >2 V.SOFT Trace 0-10% IN-SAND PACK <br /> 4-10 LOOSE 2-4 SOFT Little 10-20% Z <br /> 10-30 M.DENSE 4-8 M.STIFF Some 20-35% -SOIL <br /> ®-BENTONITELL <br /> NITE <br /> 30-50 DENSE 8-15 STIFF And 35-50% �H -SCREEN <br /> >50 V.DENSE 15-30 V.STIFF V -APPROX,WATER <br /> >30 HARD LEVEL <br /> CAPE COD TEST BORING IBORING NO. MW1 <br />