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-0 <br />LOG OF TEST BORING —� <br />e,tt, _,12U 86-74 V1/1TICAL SCAtf 11• ` .1 1 - WIPINt.No _ 1 <br />PROP"M PTLBMIZVRESIDENCE - ORONO MIUN1SC_TA <br />-- <br />.. <br />Of-; Pt-_oN_ VArEP1At <br />GfotnGIC <br />%A%PPlf <br />tAIMAA'rw <br />`ESTS <br />NO <br />it <br />P` <br />l <br />Ou <br />_. <br />r"'tiIIPSACf fIfVAf10N 34l3� __.__._ <br />ORI(i�N <br />N <br />Wl <br />fVPf .. <br />FRfC�MTXTURI 8F—STt1V SAND, WD <br />FILL <br />AND CLAYEY SAND W/A LITTLE GRAVEL, <br />4 <br />1 <br />SB <br />a few cobbles, black, dark brown <br />and brown <br />*5 <br />2 <br />SB <br />0.5 <br />3 <br />SB 17 <br />113 <br />H <br />6 <br />fills SCI <br />MIXED <br />8 <br />CLAYEY SAND W/A LITTLE GRAVEL, <br />ALLUVIUM <br />4 <br />SB <br />7 <br />brownish r medium (SC/SM)5 <br />SB <br />LEAN CLAY, liqht gray and brown <br />FINE <br />5 <br />6 <br />SB 32 <br />89 <br />mottled, medium, a few (Seea1) (CL) <br />ALLUVIUM <br />9 <br />SAND N/SILT AND A LITTLE GRAVEL, I <br />COARSE <br />fine to medium grained, brown <br />ALLUVIUM <br />and grayish brown, waterbearing, <br />17 <br />7 <br />SB <br />dense (SP/SM) <br />12 <br />SANDY LEAN CLAY W/A LITTLE GRAVEL, <br />TILL <br />13 <br />8 <br />SB <br />brown and grayish brown mottled, <br />J <br />rather stiff to stiff, lenses <br />1 <br />and layers of silty sand and <br />waterbearing sand (CL/SC) <br />9 <br />SB <br />17 <br />10 <br />SB <br />17 <br />End of Boring <br />M1 - lenses of silt (CL) <br />*Obs?-uction (cobble) encountered <br />upL initial 6" set and first one- <br />hal foot of standard penetration. <br />•*Estimated dry density <br />wATtA It Ytl YtAtUllt Y[NTt <br />.',o• 4-17-85 rowlfff 4-17-85 <br />1 4:20 <br />vl•«rlb NSA 0-15 <br />OAfI •yf LYRID CASW r..rf rY A.•f• <br />MIf« pf H« ('40, r« 4tIO lK ••w, t1 i1, <br />b <br />4-17 4:2017' 15' —ro 6' <br />- — -- <br />4-17 4JO <br />�.f„ •«.1 LeMay <br />St 2177a,. <br />