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fif mmENGINEERS/ , \L AND MATERIALS•/phontf: <br />( 35108 <br />4N 55435 <br />41-5600 <br />mm ^>:: v-S^ <br />‘-y <br />iii <br />MiB its*L- ^ lT -'^- : <br />r : ^ <br />mmm <br />®x‘' ■ fiwiii <br />S- v;^'.. S <br />^mmm^ <br />|¥®-'St’v <br />:: /\^ <br />r,-' ‘. :vv-^, <br />-S' '■■ ■■ •';■•- <br />iSiitis <br />'® ■ ... ,v^ ...-t^; <br />;• VH»::.; <br />aiK»a:::4«M <br />!‘^^mmms-m il <br />S: -'-^ V . <br />• . , •>;■ :••■ •;.■ <br />/v-^/-v?r;V;:-^; <br />. f • ' t ". •':■ ■'■i <br />V - S/-:•••: v'-B <br />■smm <br />s? ass« <br />*®wcSi <br />Vsa^ t-.st: <br />■®S .-■•■•: .^ :V <br />■■■,: . -i". . .■■ <br />■ • • ■: ■■*' -X <br />■ •• ..•: • ■’•;■:.• - ■ ■ ■ -r <br />%-S '■'•■■ <br />fv5>v.®^:.. <br />I :'■••■'=••■ ■'. .= V . 1 <br />ni>:.;v-. VMA-. :vs. . <br />^ il-i A.■':■ .'.■ . J'-':'.:i'.':-.' <br />m"SA9 <br />■ Ki'-: <br />:..:.v.;;.:-.-,,,P3imr ■: <br />- '-...* ■ Ja. *••.•• *•••..: <br />. ::r [ASS--':’ A.s.s. <br />88-082James McCaffrey •j .- '-t'■ a-'I -aa-2-Karch 2, 1988 <br />auger <br />inferred from the by rotation of the <br />augei:. <br />sous encoantered in the borings were -nu^V <br />Classified in the field /i^/atio^n System" and ASTM D 2438D 2487 "Unified Soils Classifi^^t y^gnual Description of <br />"Recommended astm D 2487 is attached. All samples were <br />.%1'rfcfof 60 days to be avallabU <br />for your examination.y^UUU, - - - - <br />immediately .^!Je^iore^holes^wiUi^the auger inborings, we Probed the bore holes^w^ addition, immediately <br />irtel-^S^fhd^Lrol SI fu|er the bore h 1 a „e« »9»ln^|«beJ <br />•nS?el^^ Sf SoSniriiS fhlnS^alSrSly bacKfiUed. <br />-ating the depths and descriptions of <br />“he penetration resistances, <br />:hedf The depths shown as changes bet <br />aid" Wgirs-f^he Sinsrtlons <br />Duntered peat swamp *3eposits along th <br />neat extended to the 19-foot depth at <br />Hrfr^nSs B-i and B-3. The borings were <br />d tS exception Is boring B-1 which <br />1 overlying the peat swamp deposits. <br />red in the investigation within 1 t^2 <br />Fluctuation in ground water will occur <br />W0dt.h6r variations* <br />that a drivev-iy approximately 275 feet <br />across this existing marsh. The dr <br />tely ' 3 feet above existing swamp grad« <br />14 feet in width* <br />t completed an bh9i"®?''l"9 “alysls for <br />cjway across this marsh. If engineering <br />r '•• • - ■ ■:■ ■■:.•■iS-Sm <br />BRAUn <br />-^1 <br />r <br />AAsmiM: : <br />., .1, iiip>..m <br />m <br />, ' ■ v® <br />y:; .■••;■'...w ■■■, "■ V '..•' <br />■ -a#®, ■ . i . <br />J fmmss. <br />-■ 'yyy'%:Ssys-''su9f. <br />>v,< .•■■%' <br />AAA::y*A-\Asjt■■■-'v:::,;•;...,:V-'..■.■■:v,;.:.: <br />V i <br />•■■ ■> , <br />;• ■-*. V...V <br />ifea-iliiimsy• ;' 3^,ijasSk--: , A ..'■;'a'-: ^ v^®^v/||t .wE <br />: -V® <br />f}3mmmrn'^ <br />r:Srl '■ ;:-:n'-'V:-_;y-y;:- • ■■ ,•;. <br />mm <br />■!3irt.Ar. £S^Wm- <br />4t <br />ymmy <br />35^s ‘i®.;a <br />• ® ®v'. V-^i’® :; <br />:- . ■ iw.ay y-a-: <br />• , :'iV- :' , <br />Till- » f|M*« <br />Ml ni,«ki I