NCD980557656_20040316_NC State University (Lot 86 Farm Unit 1)_FRCBERCLA LTRA_Fractured Rock Assessment-OCR

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'. ' \; _.,:: ,_.::: ,: \>rhc,iie¥1{ t;st~ll~i{ i~iii{ i;'.a' the,i~• lo~~~i6nt~·re, disl}i~~i/i'r/~ir/d~';~; ;bel~v/, ', . ;; ':, .' ,-<: ' : < ·,, . ~.:\:~.,.(-r~_:,-,--=::·•,:::/>' .. _,,;":J.,:ft_,.·_.·: :~,· -,,;_·'.1:·:-.,\::.:.:-< : ... • .. ·~.t-:~<<-< .. ~•.~',_,·t):-''-,,,(,~· :·,-,/·/<:-.• ·~~·,··_.-··,'_~~--:'·:~ _--, .: ___ ·_:···-I :::::,: _-. S:':_ ~· :· --~_'.:~~~i~~1\·~-g:-,\;~:·;1;·1\%\;j3n3i;t ·;1b~-~i~a ;i~~~t',;i~ -'~dli~~ni.' to:-~;;:;;;;~~·:;,h'Eilf~; :;~;i:::/ ·, '.':
'j• 'r ,, ... ,, , • .,',:,,_.,,· (~. ·, ,., • _ , ·., ,,; '', ,, · -· ,,, ,", ;~ ... ·-. .,''-. ,,.,..,.,, •• t"• ,,.,, -.r,~,..,--. ,, .. _.,.,_ '• '. ,: : .,_':, :".: '·, _: •. ; :·: .¼.vii.3,; 'arid, 'will pi:ti\.ide .clefinitioi'(of ,ttle 'fra;tu~ed 'fO\:f .$qui fer :a:owµgradient, 6:ftl:ie :--, , . I.·\/ :·~:;:':,,,:'·:~~~it;· ;~e~!,iti '.-ih~_·v·i~i~i~i\'(rviw1J·. ,;· r,~/'tdc~tib~_:oi' ihi;·-;eii 0ileith~~:;eiif/:i1fa.-:>. ::.:: ~
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, · ,: · · ,, :·,;_ · :' -, :' presenc;e'of'the,:Plilme in the rock .i.vest' of .the sourci ·arei\ oi prgvid,(data ,ltidicating' tl).ar': _'· , . ·· .· · ..
I•_;•,•, , '. > ; ,, ,: ,•' ~/ ~ :, ' , -,';:. , l r/, -:~_" J <, •' ? l-', f, ' ,,: ; • ,;; :: :; :•i ; ,\ ': •, ,• , , ~ ', :,: ' , , ;{,. _', _:, , ~ ' •~: I, ;_' r :,~.-: / •~ :,~ ~ ~•--,:.-~ ' ,\ , < ';::. ,< ~ r .' •~ , : .. ',, ' • ~ :• t: " : '-.,' ·.·.-·. \<,: ,/•,''thepl'umeliasnotreachedtli1~.area.~;•,:,,:·, ,:.·.-,: ··: ;·.:•-,f. ·, '., .. _.;.. --·,: ... ·: .. :-·. -··,
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''1V,i'f (i/~\,~/f ~~JPIJ'.1;%f !'.~1l;;'~~:i,;i}~¢D:t1,f ;~":iJi~Jf }I£¾'iJ0;#;f eif ~!{!Jcjf 1'}
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,·:. :.,::, ;,_:'.\ · .. ,' 'jri.t~tn~e'.li11tc,wil\ls,M~V,41_ '<,11~cl:MW.1 n·Jn'.ordyt to'0pr~vide ge(i,11i_t'isin:ofithe :fr~~tvre,d /oy!S·: . 'I ; . :
1 "j.• '•"11,t,"•,,.:~~-,~·,:·-·, ;, ', -~ .... ~, 1 .:·, .:--. ~,··,•,'•, ·1. ~-:-,.1•··.~ ·' l:i' ~ .. i: ·. ,.~<_?: / :' N1uife~'.:n.~_r:~i_e'3-\,_<if;lht .. s_<it1Jf~ .~rca:·· J'~i_s:w~;l_-~i.11_'.,,~i~~r ve,r\fy the'!,P;i.f~r;i~e ·o,f)he :/, < ;·
'··.>;_::( ·:, ·,:1 ·, :;:: pit;_~~ ,i~ Jh?:, ~~1F.9PfZ :i;o~b~~~::~rt~~--~-0\1:~e·;f_r,~a. O:_'?r~½~d,e,,.ct~t~·i.nBisatit&,:\!Jf !. _t}~_f:,:: ;'-.. > ,:,. .. I/:., .... :,,./~~:, ·:;. 'ph1'.21,e :~a's·-,n.~~/~~-c~~~-t_~is:"a:,~~:a_~~ -~~~:r~~ t,h.~:,tS?~O?':_/;,g\1_t?f~':;"ay :f~~ -~~?Y~,~~: .·. : ::; ·:'
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I·. :r .:·-.'.'-'. '.· : '. ;,: _'. .-'s~{)~e' :ar~a~ :, ini; :wei'i ii;i'L~ith~i ~~i'ry:-:ihfii6~~~{~-·'oi: th·~ ·;1;1ii~\;f~I~~ ·;6bctl~~i2; \ ·/: ·.· _.. ·
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'·',.:,'• '.::· ;'.·. '· ',' ·frorlnw~~Uif•~h:6.s9urc'~ are~1or:;w,il\.piovia.e 'data indic,atijig,lhrit._tr(b,pluµl./'ei\li,~i n~s.pqt.C. 1.,::"· ., ..... :
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1\:·<· :-· <i: '._ ·;--;, }YI~nitpi:\n'g·. 'Wf!ii :M"7,~1°4; ,is' l9cat~if: iJ:§rqii~ti.i~I,(5-9,"fe~t;we~~-SQlJlhw~s{ 9f'e.iti~tipg ''_ ;-. ',::; ··.
;,,,,,,• \ ••<,••,•' •,•~ ,' ~• ,,,,~••••',,, .••',:•,,,,,' •,•,•:~J'•'eop( .•1,Y'• ,•,,<I.,,,_,,;.,,,' 'O e,,,•,. > . ':; c. ! . .,;. ·. -, ,-0ell, ;MV{36D, in '.prtiei: :to. 'proy.i()e daj'iriitipn. of•.the:.fracmr'ed ·ri:\<;:k':aguifer' :v,ie~t:6£. tp~<_ '·. ~: ,. \ ·,
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. '., ., ·(.•,:·.'::;, :· /~onta_m)hant_:. pJ;\1:-}e''!_oJ):!e we.st, 9:. Y;:\11: _prpy1de ;ct~ta, /1'id1ca,t111g;;th?-t /h(tj?h.p,n~•,haf (lo,t" : ,: '. 1, f · .
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';, ·!','"• ;,~ •• ··,~':····•,·.-·.;·;1;,.·,~•\"· ·~;-~r;",, · ,-\~;· · '\' ·•:~·;;-;· ·,···:·•··0-'f',~·:,~~,';'--:··,-;-~---;•,'·. ,~·.·,/:·.·•·~~-:.. ,.;•·-~~.--,~•,·;,~ .. ;.·''.•",;;";'; ,1•,'·'1,':·,•·-,·•·'_1• ,·:-· ·
;, ',, ,, -.. \ , ; ; gt9u,(-aH9wed .t6FUf\< fqr'.9.e;i,eral day';, .pl,'icjrto; a,dfahcing;tFte:rein·~1/lder, of:lh~ l)orin·gs: :'• ~ ,' . '-i :·, ~-·/ i>: :·.< :<)/:'\ :{. (-,':-':: ,: ::•;_' :: ./>j-,::;', / -'':_:::;,,. ·:}. ·. :·,;. :}I' -'>· ,:::> .,":'i .:, /-::•'-<:, ';:<}/ .·'.;.:·:, ; I:•_· . ·\~·-.' ,', :', ' X\_fte~: ,sc~,e!ai,q~f; Ja_Uow1ijg for' s~ff_'i,ci~;1t. cu'~in)(o(J:11e 'ft_roii( in,:tlie. o'iit,ei -~.a~in'gs);ih~' ' : '<,c;
([!~;k;~'§J:r11~it~,~;;1:1!~,;~l~t:t,Z;f ~!~ilf ~~;te~~t~~,~it i!;··• ·
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I t· ... : · •;, .' •'\.' )O_+fe,e_L of, ~,!ainle'~S' stee1>9:9tO:inch:-qlqtted '. w~Jl · scre'~t~:: Pn1e.:· the,'.in,nerc:"'asing'."arid_.,:,, ,:''
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I.:·:,-,_ '· ,"; : ".-',:' /scn,(;n~ 'W,ere 'SCf,fiHe~:sap.d, :l"flS, ,pla~\:d irt_to:-the 1>Qfing,arynµl»s tb'1appr,ox_ipiia!\llyY,:i ',fQ(lt, 1 'L ~ :_
•,1 ,I _'. ',, ~ •• ,\., 1,'; •. \_ ,, >,, _ ,f.'1 ,,t,,, t.•,~~-1~-•~ ~•,, ,' ~-, • •. l , ,~a•'•. I" /,,• :, , .,.,. ,, .·-.;, above the tap o'Ethe scr;een, ,,Fi'rially; ~ . .bentonife's'~a:1 was 'p1at6d 'oti toj,-'oftthe fiJter'i,ahd, ·,,:,, : . ·
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::;;::-:;, \ ·: :: , \-"< ::•.'.·}::,,:·.:--,. :'/f \-._~:'. ::-~•·,;;>, }~ t t ·· :./? '.::;:;);·{,:\./.;,·:: }::::; :</.{:t :: :: ·;.' \~;,~:::// · ;:,::.· :·:· :-. , i :. i' : . ··,;·•,",;'Al[ S(!i!'p4ttipgs aryd,.qevelopmfnt¥'.at~r,:produced.whj.lti i!'.s,taJling:theTil?~ gi; Wells .\Y[;S,: · . : : •·. -. .
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I·):.··' :, ··::• :<i::WP!~}'1'-Y•1,3,fl_5;?1~:' f1,PiCNYf:~})) ~iicl,,NW1J,t·~;~'.:~)!'.glei~af~<l, :trQ\l\\la~cf ~~i;[a9(t-tc':' <i·,
:: ', ,', ', · . . : .. ', 'oic"deP,tl: whi:r~ 't~e well sc~e~ns, were set, :with ~xcepli?,n"of MW4?; a))" of thes~ wells,·'·,,
'-:,er; (·.·,:; : .Oy,{i~k\fi&sI9.9iijt(b~?~l!ci§t)i;cr0ef6,)i!1\ti1)1{4:a,dt~<~j1t' .. t9,f}j~(irjg:ip2h\fs"ri1&»:~\l(rhti_(:, '' 1. :_(,:. ;• \·,,· :,: }ive ' l:i,is!,ori_~:~(ly /pr:o_d½~_ed: _!(r_ouhdW~tt,r '.'S.~inp)e~ c,oi1J~.inLng __ :,I_t_tt1e ·:,?r /ici; ;a'rj\ete,~'' i' -.'· '
'" ;'.';,:; ' ' ' •:sLiifob)e•.well: i:creen;·cfej:,insd1ere achieved,: 2(incb:,,PVCffririerC'well.''dtsihgs Jipj:,ed with /. ;.··,, 1 !i:]':::-;:::·};.i:1/r;~iit~!~tri$!:(f f !tni~i:~:~·~~iltt~:::~~~1;:~)f i:~it:i1:t'.itf ~1itf ·-·. _•-:•: •.·.·.·-•••·· ·
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-:' . ·:\ ;:·. •,. ·c "' :_'-'NC.S:U·:fo_olball~ j'irachce. field~.·.:··Thesy,-viel_ls ;,,vore·•i,tl~b. s111gle:,cased,·be(ause,_t):i·cy-:wer¢':• ,~-,' , · ,.'.'.,•'•.,' ,' ',;,.~. :l~;.',~.;_'.,,.,.: ~-:;· ~•·•',;,_.,.,.'·,·,,,· .. __ , ,-,-:···;.,,:., ,···, ':·;•..,,,t1 •:·,; ~,-':--;,'{~·,. ',;,•~, ·,
I:·-. < ·< ~-: ii -·,m:staUd:1 i~ .. fi~ _",{!r~a oeli,eycd ·to_ be'.. h.Y1'f~1li'c,<_1\:Y: upgradieht, 6,fth~ '._cbn\'~0inar}s~b11r~~ -' ,;: ·,
. · / ::' ·1 i ·. · .· : : 'ai-'¢a. M11d r6tary w~s.agqiq c6mbinyd 'witq/)'_6.iiich'-d(airi'c.t~i-\oHe_r,c/:!n~ ch-!11 bj(iµ ordec . -
1:'.'·,,.'.:,::,.,.;,,,.,,•••~-~-:.,,::'·',;'~::..~;•:.',',,,,),';f·,;I'>-· ., ' . ._',,r,'r,._,; '.•,.'.,';,-~::, ,"'",.'~,-i,-:_, ,, -. ·, ... ~.:,,.:·-'.:.-·•<',,
I,,,· , ,_. ., :, -''< ;• .. •to·,actvance the,bonngs fr'om land' surface toJhe targetedy,elU:lepths.-· 0nce. smtable we1L,; ,"• _, . -: .. ~!?\ i.: · . :_,-.-_·/:s'c~i~t;~;;i;s · J"J:: re•;~f~{:·f 0·i~ci/~¢:;;;i1~1~ ·,io 1;.vt -i;;;~t~;11}a~ii1~';i\ i;~r~:a ';XiiL2'0';\ " _, ;: -
• .:'' ~. ,:,_ ,·:. '' ~-.,,"-,,' •",": -:i,b,:;:, ~--r ,. •, •,'',-;, 1, •',i ', ·-~•·,: ;;,,':-r:,,,~ ~, /.::.;;,.,., ,' ,••~,.· :i.,-.• ,_ , ,
·· .. :,,.,· · _, . ·: >'iiioh: diamet!=lf:O;Of0,inch"~1otted PVG."Mell ·sc'ieen ,were''instal1ed into ·the:cored, holes.• -·' "
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GRAPHIC SCALE
,. -100'
NH .,,_,, locaf/an• (,WWf.20, I.JD, 160, 17D, :uSR, JfDR,
410. 4.JD Qlld '47 b'3ffd ~ wrwy by Clbllrl Ulfld Sun.fa9-
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~()NONSE
~MEg:IATION
ll86LNCHiP,way96
Z.bulacl,Nel7'97
(911)l6'>1!00Fu,(910)J&l..J7~
""" ""'"" ...
,· -,oo·
FIGURE 1
MONITORING WELL LOCATIONS
North Carolina S~ate University, Lot 86
Wade Avenue Extension
Raleigh, Wake County. North Carolina
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conduct«/ during July 2oru.
~IONONSE
~MEitiATION
12861 NCRi&hway96
Zcbul<ia.NC27!97 (lllJ))W.1S40 llu.,(111,i,u.:mo
"'"'" .,,,.,_,,,, FIGURE 2
"'""" ,,,. Groundwater Hydraulic Gradient (ft)
"""""' "'" Shallow Wells -June, 2003
1"=---,f--'-· _-_,,,,,_· __,1 North Carolina ~tate University. Lot 86
PRO.ECr I: Wado A venue Extension
FU1W1£: M-ttJOJ Raleigh, Woke County. North Carolina &vised OJ/r9/t14
&vlnd 12/15
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~ONONSE
~MECIATION
12861 NCHi&hway96
Zcbul.oa,NCl759"/
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FIGURE 3
Groundwater Hydraulic Gradient (fl)
Intermediate Wells -June, 2003
North Carolina S_tate University. Lot 86
Wade A venue Extension
Raleigh, Wake County. North Carolfna R•vb«i 12/1:J/ru
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~°.NONSE
~MEtlATION
1ll61 NC lllp,...y9G Zct,,,,Joa.icnm
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"'"" ,,,.,,,., FIGURE 4
,,.,.,. """ Groundwater Hydraulic Gradient {ft)
i>""""""---+--'"-"----<, Deep Wells -June, 2003
5C4l£: , ... 100' North Carolina S.tate University. Lot 86
PRO.£CT ~ Wade A venue Exterision
FIUN.wt:: DII---ZOOJ Raleigh, Woke County, North Carolina
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IAlffioN ONSE
~ME&IATION
12161 !Clfiih-y96
bb.Joa. NC 2759'7
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,· -100'
AGURE S
ITTRAQ-ILOROE7H£NF: /SOCONCENTRATTON MAP {ug/1..)
SHALLOW MONITORING WULS -JUN£. 2003
North Carolina State University. Lot 86
Wade Avenue Extension
t
Raleigh, Woke County. North Carolina RtJvmd 12/15~
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GRAPHIC SCALE
,. • 100'
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~(}NONSE
~MEltlATION
,e--"'-"'~·---+--'-',,,..,., ___ 11 AGURE 6
1,°"=-:-:'="":::'c-t----=---11 MEmYI.ENE CHLORIDE ISOCONCENTRAT10N MAP (ug/L)
REW!1IW: mw SHALLOW MONITORING H£LLS -JUNE, 2003
SCA1E ,. -100· North Carolina State University. Lat 86
PRO.Eer f. Wade A venue Extension
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ll861 NC Hl&liw•~ 96
ubwaa,NC17S~7
('19)J6i.lJOOFu:(t11}JC.37SO FIDWiC': oir-ZOOJ Ra/elgh, Wake County, North Carolina Rllvfs«I OJ g
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GRAPHIC SCALE
,. -100·
N"1 nil locations (IIW't2D, 1~. 160, 17D, 34SR, :,,f()R,
4/0, 4JD and 47 1x1sw on tll.lrWY by Glbc,rt Land SUnw,.)Vlg, condu,;t«t during .Ally 2D<ll.
~IONONSE
~MEitIATION
12!61 NCHiib,..Y 96
Ztbulon,NC27,'17
(tl'llff-lJOQfoo.,t,lt))U.11,0
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FIGURE 7
CARBON TORA CHLORIDE ISOCONCENTRA TION It/AP {ug/L)
SHALLOW MONITORING WE"LLS -.AJNE,2003
North Carolina 5_tate University, Lot 86
Wade A venue Extension
Raleigh, Wake County. North Coroli'no ff•vr.lMI DJ/79/(U
fftJvfsad 12/15/ru
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GRAPHIC SCALE ,. -100'
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410, 4JD end '47 bOffd on S11TW1Y by Gltberl Lond Surwfeg. r:onduet-d d.irlng July 200J.
~ONONSE
~ME!iATlON
lf-"'-"'-·---t--'-'/VIIU __ _,1 ACURE 8
LWAIIN.'. KB8 CHLOROFORM ISOCONCENTRA nON MAP (ug,.IL)
REW£Mm mw SHALLOW MONITORING m.l.S -JUNE 2003
1>= __ · _ _, __ ,._._,00_· _,, North Caro/if/a S.tate University. Lot 86
PRO.£Cr #-Wade A venue Extension
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Ill.ti! NCHicb,way96
Zcl>ulOll,liCl7597
. 19l')l"6-IS00'°"l9"P''-l7JG Raleigh, · Woke County. North Coro/Ina RtJvilJod , 5 J
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.~O\NSE
~MEitlATION
llMil NCHl&h,.ay9(i
tcboloa,Nc:27,97
(1111)16&-l>OO Fo.:('11):IM-JT,(I
"'""
,..
,·., 100'
RGUR£ 9
BENZENE /SOCONCENTRA nON MAP (ug/f.}
SHALLOW MONITORING ~LLS -JUN£. 2003
North Carolina State University. Lot 86
Wade Avenue Extension
Raleigh, Wake County. North Carolina i,v{StJc/ 12 ~
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''I' "I'
ku ml
N•w "'1 /ocotlotl• (/,,IW121J,, 1JD, 160, 1'1D, :usR, ~
410, ,f,Jl} ond·47 band Ol'I swwy by Gibert lond Sllrw)(ng.
~ductsd during .Ally 200J.
12&<il NCR'.ilh,..y96
ZebuJ-NCn,97
1'1'1>66-1)00 ""'l'lt)IU-11,a
""" ,..
,· • 100'
11,0
I
FIGURE 10
Dissolved Oxygen lsoconcentrotion Mop (mg/L)
Shallow Monitoring Wells -June, 2003
North Carolina 5_tate University. Lot 86
Wade A venuo Extension
f
Raleigh, Woke County. North Carolina Re.is~ OJ/19/04
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@
OO"f}I c,
""" :~,~""~ .l;J\ ..,,
<fl
l
'l' ...
CRAPH/Csc.<LE
,. -100'
"I" _,J
N•• r,e/1 /ocotlons (l,/Wl.:ZV. IJO, 160, flD, :J4SR, '4DR,
4fD, ,f.E tmd 47 ba11t1d OIi IIUtWy by GRb.-t Land Sww){ng,
COl!dut:tfii Wrltir, July 200J.
~ONONSE
~lltEltlATION
llMl NC11lpwoy96
u,..Joo,NC27YIT
{91f)lU.1lOO,a,'91'1),U.JT$0
"'"' 12,/t6,IOJ' FIGURE 11
Total Nitrates lsoconcentration Map (mg/L)
Shallow Monitoring Wells -June, 2003
North Carolina $tote University. Lot 86
Wade Avenue Extension
Raleigh, Wako County. North Carolina
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''I"
GRAPHIC SCALE ,. -100'
N•• n1 lacatlan11 (l,(W12D, I.JD, 160, ,m . .J4SR, ;J4DR,
410. ,fJD and '47 bostld IHI S!XVI/JY by Gnbrrt Lond Surwy/ntJ,
~ductlKi tAJrlng ,Alfy 2()(ll.
~ONONSE
. ~MEt'iATION
121161 NCflilti""Y96
Zcbuloa,NC27m
1'1".llf6.1,00 ... ,~,'lm•l"•
DRA'Mr.
1.J/'18,tll
KB8 ,,,.
,· • ,oo·
FIGURE 12
Total Chloride lsoconcentration Map (mg/L)
Shallow Monitori'ng Wells -June, 2003
North Carolina $fate University, Lot "86
Wade Avenue Extension
Raleigh, Woke County. North Carolina
t
Rt1vist1d OJ/19/0~
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1
I
~ ~s sp 7r 190 ,-...~ .. ,, "I"
GRAPHIC SCALE
,. -100'
'I" J
N.-. n1 '°"'11/on• (IIWl'20, I.JD, 160, 17D, J4SR, ;J,WR,
410, 'f.JD and 47 br1nd or, SIJf!lfly by Chbff't l<Ntd Sti,..,,,"'111, CCf!ducltHI during July 2fXU.
DA"'
~· ,.,. ...
ONSE "'"'"°' MECIATION = 12!61NCfillh,.,.y96 PRO.£er, Z.hulon,NCl7597
('11')1M-IJ<IOP""('l!'))U.;17'Q """""
07/2.J.All AGURE 1J
""" TE1RACHLOROETHENE ISOCONCENTRAnON MAP (ug,/LJ ... INTERMEDIA 7E MONITORING KflLS -.AJNE, 2003
,. "' 100' North Carolina State University. Lot
Wade A venue Extetls!on
86 -Raleigh, Wake County. North Caroli'na
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GRAPHIC S00£ ,. -100'
"I" I
N .. _, locotlon6 (MW720, IJD, 16D, 17U, .J,4.SR, ~<fDR,
41D, 4JO and 47 b<Zffd gn tlllf'VflY by Gt7b.,-t Land Surw)'fng.
conduct«/ during .J.,/y 200J.
~ONONSE
~MEitiATION
lr"'-"'-·--t--'~'/2~.,_,.,---II FIGURE 14
11-""-'-"'-·-+---""'---tl METHYl.ENE CHLOR/0£ JSOCONCENTRinON MAP (ug/1..)
lf""""""---+---"-•--tl INTFRMEDIA TF MONITORING Y,fUS -JUNE, 200J
r· -100· NOrth Carolina ~tate University, Lot 86
Wade A venue £xtension
t
12Ui NC m&bWIY 96
Zcl,woa.,NC27597
('lt)l~1'00""'-:(ll1t)U!-l1'0 flU:Nlt/11£: Raleigh, Woke County. North Caroli'na Revfs«J OJ/19/(H
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'l" 'I"
N.w well locatlon• (UW12D, I.JD, 160, 177), .J4SR. .J4DR.
41D, ,f.JO and -47 bas.don svrwy by Gibert Land Slit'Vll)rlll, collduct«/ during .AJ/y 200J.
~IONONSE
~MEtIATION
l2Mil NCJlltb...,., %
Z<bulom,NC27SIJ7
(tl9)J66.UOO FMc('l')M>.J•'4
DRAftN:
"""""'
,,,,,,,,.,
K88
, ... 100'
AG/JR£ 15
CARBON TclRACHLORI« fSOCONcENTRA TlON MAP (ug/4)
INT£RMEDIA TE MONITORING KflLS -JUNE,2003
North Caroli'na S_tate University. Lot 86
Wade A venuo Extensfon
Raleigh, Wake County. North Carolina
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9 ~s sp ,p ''r° ,-.._a-"I"
GRAPHIC SCALE
,. • 100'
NH ... locatlantl (Mwt2D. l;J/J, HID, ,ro. :usR.. :J4DR.
410, ~ ond 47 ba:nd on surwy by Glib.rt Lond Sun...,.)ing.
CfNlductsd during .JJ/y 200J,
~ONONSE
"littMEtiATION
1286! NCHlch.,.196
Zcbuloll. oc 21m
(ll1t)J61.-1$00 """CJlt)JU-31>0
o.m
£¥'i'AIIN:
SCNO
KB8 ...
, ... 100'
FIGURE 16
CHLOROFORM ISOCONCENTRA TTON MAP {ug/L)
IN TERMED/A TE MONITORING IDLS -JUNE 2003
North Carolina 5/ate University. Lot 86
Wade A venuo Extension
Raleigh, Wako County. North Carollna
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'r" "I"
.PiBii -I
GRAPHIC 500£
1· -100·
Ne.,, n/1 lacallotl• {MW120, I.JO, 160, 170, :USR, .J4DR,
410. 4-.JD omJ 47 bond an lll.lf'VflY by G/lborl land Surw_;{ng, ccnduct«J dttrfnrJ .A.ily 200J.
1?1'51 NCi¾b,.,.y96
1-<buloo, NC 17'1'7
(91t)JM-ll.o0 ,,q,!t)Jo;mo
"""' """" REW'EIIED:
01,h.,/o,J
KB8
,. -100'
RGURE 17
BENZENE ISOCONCENTRA TTON MAP {ug/L)
fNTERMEDfA Tc MONfTOR/NG m.LS -JUNE, 200J
North Carolina s.tate University. Lot 86
Wado A venue Extension
Raleigh, Wake County. North Carolina
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GRAPHIC SCJ.l£
,. -100'
21" I
N ... nll locotk,r,a (lrlW120, t.JD, 160, rm, .USR. :JWR,
410. CD and 47 br.,nr/ 011 IIUtWIY by GJ/b-,1; Lrmd Surw.)N!si,
canduct«J durlnr, .AJ/y 200J.
"""'
~·
,.,..,.
ONSE ""'"""' :MEtIATION = 12"51 NCRipway96 PRO.CC,~
ZCO<lloo, t,C 27;'197
191'!"6-llO:I -(l'\f)JU.JDO nww,e
60-
"' ~7.0·
~\ B.0 1,+•20
•
07_n.,/W' RGURE 18
""" DISSOL\£0 OXYGEN /SOCONCENTRATTON MAP (mg/L)
"" INTERMEDIATE MONITORING KE'"LLS -JI.JNE, 200J
1· -100· North Caroli'na s_tate University. Lot 86
Wade A venue Extension ~--Raleigh, Wake County. North Carolina
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GRAPHIC SCAJ..£
,. -100'
N.., .,.JI locotlon11 (/Jlr12D, I.JD, 160, 17D, .Y4.51i', :J4/JR,
41D, ,fJD gr1d 47 band on IP.lrWY by Glbtlrl l#ld Slltw)m~ i:ondu"t.t atinng .Ally 200.1
~IONONSE
~MEI1°IATION
12161NCHi&hwt196
Zd,ol-,NC27S'l7
(1119))66-llOO ... :(IIIJ))U-Jllll
"'"' DRAIW· KBB ...
, ... 100'
FIGURE 19
TOTAL NITRATES ISOCONC[NTRAnON MAP (mg/L)
INTERMED!A TF MONITORING M'LLS -JUNE, 200J
North Carolina S,tate University. Lot 86
Wade Avenue Extension
Raleigh, Woks County, North Carolina
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I
GRAPfflC SCAl£
,. -100'
"I° I
H•" ,,.,J/ location• (lrlW12D, 1-'D. 16D, 7'7D, 34SR, 34DR,
41D, 4JD and '#7 band on suney by GlllHtrl Land SUrw)(tr11,.
t:endu"tfti during .A,/y 200J.
~ONONSE
~MEitIATION
1286!NClli&l,...ay!16
Z.bwm, NC 17597
(!IHl)l6'-ll00 fu;(!llt)lU-3750
"""' DRAIW:
""""'"
""" ...
,. -100'
RGURE 20
TOTAL CHLORIDE ISOCONC£N1RAT10N MAP (mg/L)
IN TERMED/A 1c MONITORING Kf"LLS -JUNE, 2003
North Carolina S.tate University,, Lot 86·
Wade A venue Extension
Raleigh, Wake County. Nor,th Carolina
0
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0 25 50 75 100 r-..~
GRAPHIC SCALE:
,· • 100'
N ... .,,,. loc:ollon• (WW12D, IJD, 180, nu. J4SR, SfDR.
410. VO and -47 baffd on tltff1/'0Y by Gllbt1r-t lrmd Sw-vaj(nr,.
condur:tMI during .Ally 20CU
~O_NONSE
~ME~ATION
ll861NClli&h"'Y9'5
ZdiulOG. NC27S97
(lltJl)t.lSOII '"'C,lt\Ml-JIJO
R[Vl(r.£0:
PRo.JtCT /"
07/23/0J
""'
1· -100'
0(/-ZOOJ
FIGURE 21
TF:TRACHLOR0£TH€NE /SOCONCENTRA T10N MAP (ug/L)
DEEP MONITORING IDLS -.AJNE. 200J
North Carolina 5.tate University. Lot 86
Wade A venue Extension
Raleigh, Woke County, North Carolina
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9 ~s ~o ~s ic;o l"""l~ ....
GRAPHIC SCALE:
1· -100'
Nt1., well /oc.atk>n:11 (lrlW12D, l.lO, 160, llD, :J,#SR, :J4DR.
41D, 4JO ond 47 based on wn,,y by Cllbllrl Land SIJrw:,(ng, condtictwi during July 2()(ll
ll'6\NCHillh""'J!lli
Z.bul011, l<lC 27S97
(lll')lf6.l)IIO fM:l'ltP&~mo
if-"-~-'---t--'-'/_,_,;n_,'--ll FlCURE 22
lf-""-'-~-'-+---'-'-'---t1 M£7HY1..£NE CHLOR/D£ ISOCONCENmAnON MAP (u9/I.)
i,'-'-"-'"'-'-'-+ ___ m_•_--tl DEEP MONITORING i'ElLS -JUNE, 200:J
scALC, 1· -100· North Carolina State University, Lot 86
PROLCT ,. Wade A venue Extension
f'ILENA"'l:: 00-200J Raleigh, Woke County, North Carolina
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p ~5 ~O ~5 l?O --i~MJ
GRAPHIC SCAL[
,· -100'
H•• well locol/on:, (.WW120, I.JD, fBO, J]'tl, J.sR, :J.WR,
-.10. ,fJ() t:lfld 47 bwifKi 0t1 ,,,,,,...:, by Cllbr:rl LQfld Surw.,)Vlg,
=ndlct«J during .Nly 200.J.
ll861 NCHlP,way96
Z.wlou.NCl15'11
<'1')~l,..,ft.c('ll'),U-l7,0
SCALE:
PRO.CCI/:
FILO/AM[;
07(3.J/OJ
06-20/}J
FTGURE 2J
CARBON TITRAalLORIDC ISOCONCENTRA710N MAP (ug/4)
DEEP MONITORING WE'US -JUN€., 2003
North Carolina State University, Lot 86
Wade Avenue Extension
Raleigh, Woke County, North Carolina
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0 25 50 75 100 ~~ 200
i
GRAPHIC SCALC
,· -100'
Ne., well locatkin• (l,IW72D, IJD, 160, 17D, .J4SR, .J4DR,
•OD, ,f.JlJ ond 47 ba11ed on IIUNfl)' by Glib.rt. Lond Surw;,ln9, c:ondllctwl durln,; July 200.l.
ll&61NCJ!ip,ny96
z..b.1=, NC 27597
('l')JM-ISOO PM;f'lll)=mo
$CAL£:
PR().ECT /.
filENAU£:
07/2J/DJ
'"'
Oll-100J
FIGURE 24
CHLOROFORM /SOCONCENTRA nON MAP (ug/L)
DEEP MONITORING Kf"LLS -JUNE, 2003
North Carolina State University, Lot 86
Wade Avenue Extension
Raleigh, Woke County, North Carolina
t
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9 ~s ~o ~s 1qo
~
GRAPHIC SCAL£ ,. • 100·
N,n, w""1 /ocatlon~ (MWl2D, 130, 160, 170, .usR, :JWR.
410. ~ ond 47 txMltd m llllnlflY by Gllb.-t Lorid.Surw:,(n'}. r:ondLJclMI during .Ally 200J.
~IONONSE
~MEfilATION
l'lUlNCHlali-1'loJ
Z<bulOG,l"C27l97
t,19)JM-1SG!lh<c(ll19))6).J130
DAT£:
DRAWN·
$CAL£":
Fl{CNAMC:
07/2J/OJ
K88 ,,,.
1· -roo·
F1GURE 25
BENZENE ISOCONCENTRA TION MAP (ug/L)
DEEP MONITORING ml.S -JUNE, 200J
North Carolina State University, Lot 86
Wade A venue Extension
Raleigh, Woke County, North Carolina
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I
96
'f" --••' GRAPHIC SCAJ..£
,--100'
NH rall focQt!or,, (UW1a'.), 1.30. 180, 170, .J.fSR, J.WR,
410, ,fJO ond .fl ba11fil Ot1 wrvay by GIibert Land Surw_lNlg, oondu,;lttd durklr, July 200.1
~~NONSE
~MEtiATION
11161NCHis),,.,.y96
Zcbolo,i, NC l7S97
('lJ)-lltoho.:(tl')~,,O
""'"""
07ft,J/bJ
K88 ,,,.
,: -,oo·
J
,.,,.--;:;'
L«'"g ~ ~ .. , ,<;;Jl ·\../:..~s(i-~:,:../
AGUR£ 26
DISSOL \,fl] OXYGEN ISOCONCEN7RA nON MAP {mg/l)
DEEP MONITORING ltfl.LS -JUNE, 200J
North Carolina State University. Lot 86
Wada A venue Extension
Raleigh, Woke County, North Caroli'na
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I
p~55f~51r-1 1-----GRM'H/C SCAf..£ ,. -100· --
ND
a 0./4
C
21"'
N.w w,Jt locatlana (MWl2D, 1.JD, 16D, 17D, J4SR, J4DR,
410, 4-JD and 47 ba:rfld ctr :,urwy by Glib~ Land Sunwfeg.
r:oriductfld during .AJJy 200.J.
~IONONSE
~MEtIATION
12161 NCHiP,.w.y%
Zdn,loo, NC27597
{1111)-UOO l'uc(911))U-mo
lf-DA_m __ -+-_,_,;,_,/<ll _ __,1 AGUR£ 27
i:w,uwc KBB TOTAL NITRA Tes ISOCONCENTRA nON MAP (mg/L)
ie""'--"""'--+---"'-'---<I DEEP MONITORING ~LS -JUNE, 2003
scue ,. -,oo· North Carolina State University. Lot 86
PRO.Err~ Wada A venue Extension
FUNAMC: oo-mo, Raleigh, Wake County. North Carolina
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GRAPHIC SC/tl£
1· .. 100'
2?" I
N<nr ..,.JI locations (41Wl2D, I.JD, 160, 17D, 34SR, ~.
410, ,fJlJ <111d 47 bond on -y by Gilbert (gnd ~~ ""1ducl9</ dlJrlng July 200.l
~IONONSE
~MEitiATION
12161NCHip,-y96
Zebulon, NC 17S97
(:911)}66-1SOOFu.:(:9\9))6l-J7'°
DRAWN:
scv.e
nww,e
2.44
,;j-
"60
KBB
"'" ,· .. 100'
3.0-
Ff!1n ~~it~
\lf!'i!,r [Xl[kJJ&1
RGURE 28
TOTAL CHLORIDE ISOCONCENTRA nON MAP (mg/L)
DEEP MONITORING ltULS -JUNE. 2003
North Carolina State University, Lot 86
Wade A venue Extension
Raleigh. Wake County. North Carallno
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I
B
GRAPHIC SCAL£
1· -100'
N•• -lo=tlon11 (MW120, I.JD, 180, 170, "4SR, "4DR,
41D, OD and 47 bmfld on !/111,HWY by GIibert Land Si,rwfe9, conductrKI dllrlnr, ,My 20W.
A+
l~HL~NONSE
~MEt°IATION
11-""-"'--+-'-""-'-,,.,-;1 FIGURE 29
Q'i'i•UIN: /fJJB GROUNDWATER CONTAMINANT CROSS-SECnONS
11&61 NCHip,.., 96
Zcbwon.NC27l97
("'))6'-UOO fK!'l,:IJOl.)JJ,D
RflfE:rtm mw A-A+ AND 8-8+
If"""'---+--'-· "---'"'c..' -II North Carolina State University, Lot 86
PRO.£Cr /. Wade A venue Extension
Flt.£Nll./rl£: Raleigh, Wake County. North Carolina
f
-460 <60 ~ C <o 450-✓ ., ~ 450 ✓ A A+ ;i; 0 ~ ..J 0 HO-Q I-HO • • ... ,; :§ ~ 0 • • > § ] Q c> .,.. •=ACf" GR,,l,DE ~ ... f?~ ..,?;)i: "o> • " 0 ~i::t •• > ~ ~ '-> 4JO-I--4)0 {~m •-~ " § cS .. SURFACE GRAD€ ;:i; ::,: !! ~ 420-s ~ C >: 1---,qo -0 :,; Oronge-Red Sil T ~ 0 -~..., Orange-Red SJL T lr<>CJUNDWATER GRADIENT (SHAilOW) ~ t';; ~ § 4/D -::c tl 3 8 I-410 Orange-Red SILT .AJNE: 200J § ~ ID 11>· -,-Q , '< c::, ~ .... i;: ~ I-400 ' ,oo~ I"")~ 8 ~ ~ l..J ~ + '<( st: ~ ::::a "<(:S ID~ I-390 390-~ §.J:~i~ 0 -JB0~ ~JB0 Fine Sandy, CJo)'<'y I I li Bro.,n-C,,-oy 9U Brow,n-Groy • ~ ! r,r,e Soody, Clayey SILT Wllh Mica and Fine Sondy. Clayey SILT • with J,,Jieo and Relict Ctieinie Bonding R i ,.. i9•i" with l.lico ond Relic/ Gneissie Bcnd!ng ~ ~ "° Bonding J70-~ ~ ~ 360 360-~ I ~ ~ ~ I ----------@ i ~ . . . . . . -;--,___ ~ ~ '50 J50 -. --. -. -+++++++++~ ~1 -. . -. . . Froclured Fe/sic Mico-GN[ISS ·---.:.., . -Weothrred ~-. . . + r~lsie 1,Jico-GNDSS . . J<0 J40-"--. . . . --FroclunHi Fefaie l.lico-GN[/SS . . ~ ~-JJO .J.JO-;::: ~ ~~ ;:S • ! ~~A f~~ ~ ~ I J20 320-~ ~ ,~t ~--~ Jf1U1 § 2-J,0 J10-~ f2,55P7/i'f?O 'r" 200 -' ~-I HORIZONTAL SCALE ,. -100' - -- --- - - --- - -- - - - --
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Ralo!gh, Wake County, North Carolina
& 0
8 ~~ 8+ 450 i° i' • "o a::, SURFACE GRAD£ 50 ,::_ '/ 450 Sl"' -:. /// ,. :::; /,1 ~ . ---WEST-BOUND u.N£S EAST-BOUND U,.N£S WADE A\.£ EX'TD'ISION WADE A\£. EXTENSION JO -= 2;i i t:i: Oron9e-Red SILT '20 '20 ~Ii~ ,o -------------li----J----------------"i!-----------•-■ ■ 11 _,.,,TF'R GR Orange-Red SILT Oron9e-R~ Sil T ,ul.O~ ! i 11~ ---= :~/ / . ,: i GROUNDWA":::~T(9"ALLO~ir== X-' ::: : .. : . i,.J" I ~ . , = ' Brown-Croy Brown-Gray ~ {~ ~ i , Fine Sandy, Cio~y Sil r . ~ . Fin" Sandy, C/a~y SILT --------------11-----•c''c'_"_'c"":.c:M_d:_Rc"_'°c' c""c.c_"'c"c'"_:._8c0"cd_•a' __ --!--lf----'--'--:_'----,L--'-CC---'"'!d6>-'"-----!----,/--•c•'='-"c'c"":..cMcd:_Rc"c'"c' c"c"c"'c"c'°cc8cMcd_•a9_+-----------370 370 JOO ' , . + + + + + Ill'+ + ... ~ .ef' i /I ~:r.::-:-:. ~+ + + + .. + + "' .~ cp ~~ tXI ,2..t:Q i; "'~ " i; 0 ll i:;: ...J ti lii "'( :s:, ,S: I~~ ~ ~ ~ f'.! 0 0 tf ~ l.l i'i is -~ '5 .._ o:§ 5 "'0 ,c;:!Gq, i:;<: ~ ~o ·~ ~I :"( ~-i:: i:: I )..;: Ct) ~ ~ I ~ ~ g ~ (.) "(~ ID II,) ~~~e~i Lu~ 8~~ Q:::o~ "'~ ::) ~ /5 :S ID -!211: ~ 0 ~ I... 1:1 ~ G:: !3u~i~ ---!l!Jtl! ! " ~ JS() ~~ . . I 3'Q 1• ~"?IE:tfs+•+T++++ • • .•.•, .-.-r--I • • ••• .• • . I ' -'''' ,,. ~--' ' ' ' . -. ' """'"" _ .... ···'·········· ', ... ~ .. , -'-• • • • • • /• • ~-• • • ,,,,;c "·'° G , • • • • I • • • • • • • • • • • ~ • ~• ~ ++-t+f,-t-+ i..f' -' .• ..! ••• J50---r-,-,-1 '1 ~11111~ ~I. I ~ ~-~-.. I~-•R R-~ §~ "" ~ o_ -1 ">-320 ~ 1 _ _._---0 I , ., I _,,, ''° '20 Froc/ured Fe/sic /.lico-GN£/5S Frac:turcd F~sic l,lica-GNDSS J/0 310 ~' ~ ~s sp ~s '!f' 1:;o 2rp ~~-I HORIZONTAL SCA/£ ,· -100· --------- - ---- - --~ ~ r.l~A ~ ~ Jr ! tr;:~ J ~S" 1'u~ . '' ~h i!i -. • --
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p f f f • ~ ~ ~-----I 'VERTICAL SCALE ,~ -20·
IU6J NCHis),..,..19'6
Z<buJon, NC 11,111 !91"):W.I~ ,._,(,IP)Kj-l1JO
DIUIW:
"""""' ... FIGURE 42
"" ' MM 70 --=r· 171
MW/61
MW//
>EaM'W1
GROUNDWA~R CONTAMINANT CROSS-SECnON A-A+
CHLOROFORM ISOCONCeNTRA TTONS (ug/l)
North Carolina State University. Lot 86
Wade A venue Extension
Raleigh, Woke County. North Carolina
B ~~B+ 460 3i i' > "' ,~ + "' SURFACE GRADE .,~ ~ ~..., ~ 1/,/ ,, i // ~ > HO SUR ,I ',!£ST-BOUND UoNES EAST-BOUND U.N£5 W...OC A',£: £XID,/S/ON WAD£ A I,£ D<T£NS10N = -~ ' <o "so ---JI ~ ., ii " G "-i ti .,,,o ----11 bj ~ s:, ~ ~-=-~ ~ <o C <J -,30 ---ll 5 ~ .~ , ~;;;i -____________ _]Jj_ ____ _::::::::====~~".:::-:C=~~~1·=:"'~':::===========-Jm1~----Ll----~":":":':•-:R:"":_~:_":_ ____ _jl-_________ _ <20 f.. ~:§ 1s --II ;; l!c • " '< 420 i§o-~3 '" 11 111 <>~,. R,d 9" <OO Oran,;,:-Ri:d SIi.. T ~GR~ ' -i rtt; 1 GROUND WA 'fER GRJ,,D/£NT (SHALLO JOO ------------Jl--+____--,._,,---__:,,;~N~C~2~00_,_J:__ ______ ff;\----\-----\-:--"\--\:---\,-----'tf&!~7'--7--lf-------,,,L-----f------/---+----------~~ti]§ .,,o --!I § g o ~ 8 t-") ~!!!~"ti ~ ;,,e~i 400 --I) UJ ~ ~ 8 ~ Q::: Cl "{ ~ ::) ~~:S Q)•i " ...il.."tl_ J9o ---ll ti:: ~ Q :;g ~ ~ ---------➔-t'-'-0---,-----"',----__::," ___ --;H--\---'';---'\---x-:,,._==IW:_7L_+---;;;,,,,,:--------,-/----ll---------JBO -J70---+-'~~~~~~~~~~~-"0 "£/1/t/l /ij J7o ---ll r:, ~ !t J60 ' • • • • • ·~~, • • •, • • •. ++++++++ +++++ ++· + • • + + • + •-+-+ + w,:,,.,/) ~ + .. • • + .. + + + •~ • • • L -c,;, CNr,r~ J>O ~-340 ti ',':>++♦•T• • + ••••• + + + + + + ♦:~~=·;~:;;;;-c-,--;c-c--t----~--+ + + II<. + .. '" .. ,_.,,.. . . . . . .. ,; • • • • • • • • ""' c,,w· . . . . ... ·'•"" "'". . , ~·. . . . . . . . . . . . ~ ~ t1,.0 ~ -.,_,, ,,0---11 1 .. le ~r ,so---1~ It~ I I J<O nocrvr~ Fe/sic Mico-GNEJSS .ft' Fractured F,,/si,; !.lico-GNFl<:;S ~ ~ E ~--' ~~ ~-~ ~~ J20 I 320 w~Q ~s~ ;m ~-~ 2--0--J,0-----------------------------------------------------------------------J,O D 25 50 75 100 "I:_ __ I I I I !~ 2'!" ~ -HORJZDNT.AL sr;...LE r-100· ---------------~{i s~i • --
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ONSE
MEtlATION
l2l6JNCHll!hwa111E
Ztbu!<>n,t<Cl1597
('19)-llD0,_,:(91')3'>•'7"1
'I' I ~
\: 0
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FIGURE 44
[
i
' ~ ' ~
'
" ~ ' ~
~ ~
MW, 0 ""'
" ,, w,,o
"""
Wl60
"" MW/61
Mwn
UWI I
.
0
::t,.
GROUND'NA T[R CONTAMINANT CROSS-SECnON A-A+ BENZENE /SOCONCENTRA TTONS (ug/l_)
North Carolina State University, Lot BB
Wade A venue Extension
Raleigh, Waka County, North Carolina
B ~~B+ 460 ~ ~ 460 ,0 " '° ,,, " • ,,, " J ' J, " ~-~ ~ " ~ --~ ~ -~ " ; ; > > '"~'~ L I . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' J5() ' ' ' 0 J,O ~-JJ<> ~ls ~~ 320 § '" 9 ~5 5{J 7,5 1<(0 '¥' '\"' r----· --HOR!ZONTM SCALE ,· -,oq• --~ i~ ,<",,.V-, // // ////,1,1 SURF,t,CE GRADE • ~0/4~,,!,% , -/ \_ !'£ST-BOUND I..AN£S [£AST-BOUND LANES '/ WAOC A~ EXTENSION\ WADE A\£ EXTENSION ~ .... :£ i§:::i; "'-\ $!~~ I~~ / ~ OrOt19e-Red SILT Orange-Red Sill Ill Oronge-Red Sil T sHl,l.l.OwJ GRAD/ENT ( ,, ., .. ,,, ~ Mlt I ~-JJ"" I I\\ I -"' \\\\\\1 (c GROUND WA tra GRAfJIENT (SHAU OW) ))\' ,\ I .JJN£ 200J --\ \, \ \, \ ,:'-~ \ -, -, ~/ ) / / ,,~. :Yi/I£.) 1/ V Brown-Croy z ~-C,oy Fine Sandy, Clo~y SILT 0 Fine dy, ,.,· y SIL, F1t1 CJo~y SILT ,.,;1r, Mica and Relict Cnein;c Bonding ,. ico on '?elict ' ic B<mdino / wilt, /,,I/co ict GMisslc Bonding / ,, \ "--I ~ I \ ~ ~··•-.·.·.•.· '----' -+ + -+ + + ' _W~tl!e,-V ---. + .. + + + + ' ' +• e +++++++++-·-ico <f!vCt1s + • -+ ' ' ' + + ~ / + + + + iC 1,1\CO ~ + '+ ~+ ~ ' ' ' ' ' ' ' ' ' ' ' :">,,, . ' ' ' ' + + -+ -+ + + + + + +fe~ •~ ' ' + + + , . Wea:t>,ued .,;.< -+ + + + + + + ·.O+ + +~ ++➔ --+++ + + + .. + ' ,, Fractured F~sic Mico-GN£1SS ,, Froc/url!d Fe/sic Mic,;,-GNOSS ------------ii; "" I :g ~ .. , "" .,,, "" '"' "' iii 0 " ..J 0 ~ ,; £ "' Ji-...~ e :S ~ e! 8 , . 5-..:.,:::; ~ ~ ~ ~ ~ "' :a: "( i:;:-qi C ~ "( ...... 5! :::... ~ ~ ~ . -1-,:<:'cij§§ ~~ti;E8 I.C) {J ~~ ID ID ~§8e~i lu~!!:18~!!:: 0:: l..i "'( ..c: Gj~f~l G: ~~i& ---J//0 "' !I!!~!! i • "" so--f"l"'l""l I t !i ~l~i~li ill " "' ,, -~ ~ ! ~~ .... ~i;:i (J'} ei r ;!!~ ~~ ~ l~J ~h ~!i C --
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SECTION B
Tables
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WELL ID
MW0I
MW0IA
MW0IB
MW02
MW03
MW03A
MW03B
MW04
MW05
MW05A
MW05B
MW06
MW07
MW08
MW09
MWI0
MWI I
MW12
MWl3
MWl5
MWl6
MWl7
MW27
MW27A
MW30
MW3I
MW32
MW33
MW35D
MW35S
MW36D
MW36S
MW37
MW.38
MW44
MW40
MW41
MW42
MW43
MW45
MW46.
MWIII
MWl21
MWl61
MWl71
MW411
MW42I
MW47
NORTHING
747,972.81
747,968.37
747,972.08
747,934.50
747,831.30
747,833.58
747,829.10
747,738.38
747,9 I 1.73
747,917.11
747,913.31
747,987.8 I
747,972.40
747,936.68
747,984.18
748,035.32
747,987.24
748,035.37
748,099.25
748,078.43
748,009.06
748,068.64
747,678.44
747,687.36
747,579.80
747,564.14
747,760.44
747,760.99
747,991.91
747,989.14
747,898.07
747,905.86
747,964.33
747,959.35
747,137.10
747908.53
748239.12
748149.51
748526.66
748342.75
748444.92
747982.67
78403 1.08
748004.62
748062.71
748235.9 I
748155.61
747,787.80
Table 1
Groundwater Elevation Measurements
NCSU-Lot 86 Site
June 04, 2003
EASTING ELEV-TOC DTW
!Feet) (Feet)
2,083,713.47 439.30 34.24
2,083,717.18 438.92 33.70
2,083,718.51 438.25 38.82
2,083,791.44 445.17 40.59
2,083,724.81 445.39 38.96
2,083 ,7 I 4 .96 443.15 ~ ,,,
"' 2,083,7 I 6.16 443.66 ,,
2,083,847.26 454.32 '' 2,083,684.29 44 1.26 36.22
2,083,685.48 439.81 ·" ~ ·"'" 2,083,688.75 440.13 35.01
2,083,695.81 438.61 33.95
2,083,759.49 441.94 35.42
2,083,831.30 447.85 39.38
2,083,569.82 442.52 .,, ,,,, ~""' ,,,-...: .,,,,,,
2,083,584.16 438.09 ~ ~
2,083,904.54 430.01 21.05
2,083,726.83 427.24 22.61
2,083,498.80 423.82 26.38
2,083,447.10 432.38 ~ ,,
2,083,822.21 427 .94 20.34
2,083,615.41 425.09 23.93
2,083,751.29 448.26. 38:58
2,083,749.28 · 448.55 ~' "" ~ 2,084,072.68 440.86 .,
2,084,073.85 440.72 ~ ,, ~
2,084, I 86.72 438.15 ~ "'~"" ~~
2,084,157.9 I 441.38 32.35
2,083,552.20 444.69 43.52
2,083,565.0 I 443.12 42.58
2,083,671.54 442.87 37.80
2,083,672.19 442.71 37.85
2,083 ,7 I 8.54 440.88 35.65
2,083,794.05 445.38 37.45
2,084,094.51 451.87 ,,,
"' 2084062.93 . 435.47 25.42
2083608.18 421. I 7 25.45
2083907.73 427.25 21.08
2083396.75 440.59 . 47.69
2083907.9 I 447.50 46.77
20836S3.3 451.35 54.88
2083914.92 434.29 24.97
2083738.92 430.70 25.05
2083832.41 432.14 24.30
2083626.56 427.74 26.50
2083619.56 421.52 23.88
2083896.58 426.68 20.20
2,083,636.72 441.11 36.25
June 04, 2003
ELEV.-GW
(Feet)
405.06
405.22
399.43
404.58
406.43
Not Gauged
Not Gauged
NorGauged
405.04
Not Gauged
405.12
404.66
406.52
408.47
Not Gauged
Not Gauged
408.96
404.63
397.44
No.t Gauged
407.60
401.16
409.68
Not Gauged
Not Gauged
Not Gauged
Not Gal\ged
409.03
401.17
400.54
405.07
404.86
405.23
407.93
Not Gauoed
410.05
395. 72
406.17
392.90
400.73
396.47 .
409.32 .
405.65
407.84
401.U
397.64
406.48
404.86
TOC=Top of Casing
DTW=DCJ>th to W.itcr
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WELL ID
MWl3D
MW17D
MWl2D
MW34DR
MW34SR
MW16D
MW41D
MW43D
MW29
NORTHING
748,122.47
748,087.86
748,048.21
747,702.24
747,694.98
748,024.15
748,278.60
748,532.52
747,565.34
Table 1
Groundwater Elevation Measurements
NCSU-Lot 86 Site
June 04, 2003
EASTING ELEV.-TOC
(Feet)
2,083,503.49 423.43
2,083,612.19 425.44
2,083,735.45 427.45
2,083,936.61 454.58
2,083,926.43 454.58
2,083,819.82 428.98
2,083,583.47 420.67
2,083,416.56 438.01
2,083.753.75 447.67
DTW
(Feet)
26.56
24.40
20.12
39.98
39.11
21.20
36.85
47.40
39.44
June 04, 2003
ELEV.-GW
(Feel)
396.87
40104
407.33
414.60
415.47
407.78
383.82
390.61
408.23
TOC=Top of Casing
DTW=Dcpth to W,1tcr
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WELL
ID
MW02
MWOJ
MW06
MW08
MW!!
MW! II
MW12
MW!2D
MW121
MWIJ
MWIJI
MWl6
MWI6D
MW161
MWl7
MW!7D
MW171
MW27
MW29
MW33
MW34DR
MW34SR
MW35D
MW35S
MW36D
MW36S
MW37
MW38
MW40
MW41
MW41D
MW411
MW42
MW42I
MW43
MW43D
MW45
MW46
MW47
Table 2
Summary of Groundwater Field Measurements
NCSU-Lol 86 Site
pH Conductivity Turbidity Dissolved 02
(Std. Units) (ms/cm) NTUs (mg/I)
5.32 I.260 66.90 9.23
5.70 0.184 15.70 3.07
6.78 · 0.202 876.00 2.58
4.71 0.041 85.00 1.61
5.01 0.039 524.00 6.45
6.05 0.256 60.60 0.56
4.75 0.211 9.60 4.22
7.98 0.234 >999 4:39
5A2 0.049 818.00 0.10
4.62 0.253 361.00 5.58
5.87 0.096 288.00 5.96
5.85 0.145 75.80 0.43
9.47 0.463 157.00 1.43
6.00 0.102 93.50 1.34
5.07 0.040 427,00 5.10
7.65 0.155 72.10 4.82
4.70 0.021 9.10 0.21
4.89 0.070 721.00 6.36
5.01 0.040 632.00 6.80
5.44 0.059. 75.50 8.20
5.72 0.999 68.80 8.52
4.69 0.038 166,00 10.43
5.75 0.082 81. 10 5.87
5.56 0.031 565.00 4.43
6.67 0.137 3.00 0.80
5.07 0.244 485.00 2.74
4.75 0.112 302.00 6.86
7.72 0.187 9.70 0.02
4.83 0.034 508.00 8.42
4.89 0.070 721.00 6.36
5.64 0.263 3.10 3.77
5.01 0.032 284.00 7.85
4.62 0.045 280.00 8.41
6.11 0. I 21 79,00 0.04
5.49 0.040 >999 7.25
5.45 0.070 26.40 6.25
4.86 0.029 384.00 11.99
4.86 0.051 >999 8.55
5.53 0.093 77.20 5.70
• Wells MW34DR 34SR replace wells MW34D and 34S, respectively
June 06-16, 2003
Temp. ORP
(° Cclcius) (mv)
26.43 130
19.16 -48
15.94 192
20.10 287
15.55 230
21.02 -1 I 0
22.64 263
21.61 -54
20.84 113
36.10 134
22.91 51
20.15 -30
21. 73 -113
21.20 29
16.07 185
I 9 .21 7
I 8. I 3 325
24.14 207
25.08 156
18.34 97
20.31 155
18.42 262
I 8. I 6 129
18.34 252
20.72 -23
16.38 294
16,86 2.9
17.88 2
20.45 234
24.14 207
24.64 40
24.62 145
20.21 241
20A8 -73
17.21 194
16.67 193
18.35 256
30.00 152
18.46 I 12
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Client
Samnlc ID
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2 DUPLICATE
MW-2 DUPLICATE
MW-2 DUPLICATE
· MW-2 DUPLICATE
MW-2 DUPLICATE
MW-2 DUPLICATE
MW-2 DUPLICATE
MW-2 DUPLICATE
MW-2 DUPLICATE
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-3
MW-6
MW-6
MW-6
MW-6
MW-6
MW-6
MW-6
~IW-6
MW-6
~!W-6
MW-6
MW-8
MW-8
MW-8
MW-8
Table 3
Summary of Detected Groundwater Volatile Organic Compounds
NCSU-Lot 86
Date Time Method Analytc
Collected Collected Reference Name
6/16/03 12:35 6230D CHLOROFORM
6/16/03 12:35 6230D CARBON TETRACHLORIDE
6/ I 6/03 12:35 6230D BENZENE
6/16/03 12:35 6230D TRICHLOROETHENE
6/16/03 12:35 6230D 1,2-DICHl,OROPROPANE
6/16/03 12:35 6230D TOLUENE
6/16/03 12:35 6230D TETRACHLOROETHENE
6/ I 6/03 12:35 6230D 1,2-DIBROMOETHANE (EDB)
6/16/03 12:35 6230D TOTAL XYLENES
6/16/03 12:35 62301) CHLOROFORM
6/16/03 12:35 6230D CARBON TETRACHLORIDE
6/16/03 12:35 6230D BENZENE
6/16/03 12:35 6230D TRJCHLOROETHENE
6/16/03 12:35 6230D 1,2-DICHLOROPROPANE
6/16/03 12:35 62300 TOLUENE
6/16/03 12:35 6230D TETRACHLOROETHENE
6/16/03 12:35 6230D 1,2-DIBROMOETHANE (EDB)
6/16/03 12:35 6230D TOTAL XYLENES.
6/16/03 13:45 6230D METHYLENE CHLORJDE
6/16/03 13:45 6230D CHLOROFORM
6/16/03 13:45 62300 CARBON TETRACHLORIDE
6/16/03 13:45 6230D BENZENE
6/16/03 13:45 62300 1,2-DICHLOROETHANE
6/16/03 13:45 6230D TRICHLOROETHENE
6/16/03 13:45 6230D 1,2-DICHLOROPROPANE · 6/16/03 13:45 62300 TOLUENE
6/16/03 13:45 6230D TETRACHLOROETHENE
6/16/03 13:45 62300 l ,2-DIBROMOETHANE (EDB)
6/16/03 13:45 6230D CHLOROBENZENE
6/16/03 13:45 6230D ETHYLBENZENE
6/16/03 13:45 6230D TOTAL XYLENES
6/16/03 13:45 6230D 1,2,4-TRIMETHYLBENZENE
6/16/03 13:45 6230D NAPHTHALENE
6/13/03 . 10:00 6230D METHYLENE CHLORIDE
6/13/03 l0:00 6230D CHLOROFORM
6/13103 10:00 6230D CARBON TETRACHLORIDE
6/13103 10:00 · 6230D BENZENE
6/13/03 10:00 6230D 1,2-DICHLOROETHANE
6/13103 l0:00 6230D TRlCI-ILOROETHENE
6/13/03 10:00 6230D 1,2-DICHLOROPROPANE
6/ 13103 10:00 62300 BROMODICHLOROMETHANE
6/ 13103 10:00 6230D TETRACHLOROETHENE
6/ 13103 l0:00 6230D 1,2-DIBROMOETHANE (EDB) 6/13/03 10:00 6230D 1,2-DICHLOROBENZENE
6116103 17:45 6230D CHLOROFORM
6/16/03 17:45 6230D CARBON TETRACHLORIDE
6116/03 17:45 62300 BENZENE
6116/03 17:45 62300 1,2-DICHLOROPROPANE
June,2003
Results Units
37000 ug/L
1000 ug/L
2900 uvL
1000 ug/L
19000 ug/L
6200 urJL
760 ug/1,
77000 ug/L
2200 ug/L
33000 ug/L
880 . ug/L
2700 uvL
830 ug/L
17000 ug/L
6200 ug/L
840 ug/L
77000 ug/L
2300 ug/L
9700 u!\l'L
48000 ug/L
1200 ug/L
7300 ug/L
580 ug/L
3200 ue/l
7600 ug/L
1900 ui1/'I,
75 ui1/'I,
780 ug/L
400 uvL
200 ui1/'I,
IIOO uo/1
310 ug/l
64 ug/L
680 ug/L
14000 ug/L
550 u wL
190 ui\l'L
52 ug/L
440 uwL
2900 ug/L
1400 ug/L
400 ug/L
400 ug/L
130 ug/L
16000 ug/L
320 ug/L
420 udL
330 ug/L
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
, I
I
Client
Samolc ID
MW-8
MW-8
MW-8 DUPLICATE·
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-11
MW-II
MW-II
MW-11
MW-11
MW-11
MW-11
MW-II
MW-11!
MW-111
M\V-111
. MW-Ill
MW-111
MW-111
MW-12
MW-12
MW-12
MW-12
MW-12
MW-12
MW-12!
MW-121
MW-121
MW-12!
MW-12!
MW,121
MW-121
MW-121
MW-121
MW-121
MW-121
MW-12D
MW-l2D
MW-12D
MW-12D
MW-12D
MW-12D
MW-!2D
MW-13D
MW-16
Table 3
Summary of Detected Groundwater Volatile Organic Compounds
NCSU-Lot 86
Dale Time Method Aualytc
I Collected Collected Reference Name
6/16103 17:45 6230D TETRACHLOROETHENE
6116103 17:45 6230D 1,2-DIBROMOETHANE (EDl3)
6/16103 17:45 6230D CHLOROFORM
6116103 17:45 6230D CARBON TETRACHLORIDE
6/16/03 17:45 6230D BENZENE
6116/03 17:45 6230D 1,2-DICHLOROPROPANE
6/16/03 17:45 6230D TETRACHLOROETHENE
6/16/03 17:45 6230D 1,2-DIBROMOETHANE (EDB)
6116/03 10:10 6230D CHLOROFORM
6/16103 10:10 6230D CARBON TETRACHLORIDE
. 6/16103 I 0:10 6230D BENZENE
6116103 I 0: I 0 6230D TRICHLOROETHENE
6116/03 10:10 6230D 1,2-DICHLOROPROPANE
6116103 10:10 6230D TETRACHLOROETHENE
6/16103 10:10 6230D TOTAL XYLENES
6116103 10:10 6230D !PE
6111103 10:05 6230D CHLOROFORM
6111103 10:05 6230D BENZENE
6111/03 10:05 6230D TOLUENE
6111103 10:05 6230D 1,2-DIBROMOETHANE (EDB)
. 6111/03 10:05 6230D TOTAL XYLENES
6/11/03 10:05 6230D NAPHTHALENE
6116103 10:30 6230D CHLOROFORM
6/16103 10:30 62301) BENZENE
6116103 10:30 6230D 1,2-DICHLOROPROPANE
6116/03 10:30 62301) TOLUENE
6116/03 10:30 6230D 1,2-DIBROMOETHANE (EDB)
6116/03 10:30 6230D NAPHTHALENE
6112/03 13:15 62301) METHYLENE CHLORIDE
6112103 I 3: 15 6230D CHLOROFORM
6112103 13: 15 6230D CARBON TETRACHLORIDE
6112/03 13:15 6230D BENZENE·
6112103 13:15 6230D TRICHLOROETHENE
6112103 13:15 6230D 1,2-DICHLOROPROPANE
6112103 13: 15 6230D I, I ,2-TRICHLOROETHANE .
6112103 13:15 6230D TETRACHLOROETHENE
6112103 13: 15 6230D 1,2-DIBROMOETHANE (EDB)
6112/03 I 3:15 6230D TOTAL XYLENES
6112/03 13: 15 6230D !PE
6111/03 14: 15 6230D METHYLENE CHLORIDE.
6/11103 14:15 6230D CHLOROFORM
6111/03 14: 15 6230D CARBON TETRACHLORIDE
6/11/03 14: I 5 6230D TRICHLOROETHENE
6111/03 14: 15 6230D 1,2-DICHLOROPROPANE
6111/03 14:15 6230D I ,I ,2-TRICHLOROETHANE
6/11/03 14: I 5 6230D TETRACHLOROETHENE
6110103 16:50 62300 CHLOROFORM
6113/03 14:50 6230D METHYLENE CHLORIDE
June,2003
Results Units
320 ug/L
210 ug/L
16000 ug/L
300 ug/L
270 ug/L
300 ug/L
340 ug/L
220 ug/L
1800 ug/L
6.9 ug/L
4.:i ug/L
14 ug/L
11 UPIL
25 ug/L
· 7.9 ug/L
6.6 ug/L
490 ug/L
240 ug/L
1700 .ug/L
46 UP fl
66 UPfl
. 84 UPI!
77000 J UP/!
10000 ug/L
18000 J ug/L
7300 ug/L
3800 J ug/L
2200 ug/L
27 ug/L
4400 ug/L
120 uoll
8.4 ug/L
!20 ug/L
51 ug/1
22 ug/L
160 UPfl
7.2 ug/L
40 ug/L
5 ug/L
5.1 ug/L
JOO ug/L
1.8 ug/L
5.2 ug/L
2.2 ug/L·
0.77 ug/L
3.6 ug/L
1.3 ug/L
860 ug/L
I
I
I
I
I
I
I
I
I
.I
I
I
I
I
I
I
I
I
I
Client
Sample ID
MW-16
MW-16
MW-16
MW-16 ·
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-161
MW-161
MW-160
MW-17
MW-17
MW-17
MW-17
MW-17I
MW-171
MW-171
MW-171
MW-171
MW-171
MW-171
MW-171
MW-171
MW-171
MW-171
MW-171
MW-171
MW-170
MW-170
MW-170
MW-170
MW-170
MW-170
MW-170
MW-170
MW-27
MW-27
MW-27 ·
MW-27
MW-34SR
MW-34DR
MW-350
MW-350
Table 3
Summary of Detected Groundwater Volatile Organic Compounds
NCSU-Lot 86
Date Time Method Analyte
Collected Collected Reference Name
GI\ J/03 14:50 6230D CHLOROFORM
6/ I J/03 14:50 6230D CARBON TETRACHLORIDE
6/1 J/03 14:50 6230D BENZENE
6/ 13/03 14:50 6230D TRICHLOROETHENE
6/ 13/03 14:50 6230D 1,2-DICHLOROPROPANE
6/ I J/03 14:50 6230D TOLUENE
6/13/03 14:50 6230D 1,1,2-TRICHLOROETHANE
6/ 13/03 14:50 6230D TETRACHLOROETHENE
6/ I 3/03 14:50 6230D 1,2-Dll3ROMOETHANE (EDB)
6/13/03 14:50 6230D CHLOROBENZENE
6/13/03 14:50 6230D ETHYLBENZENE
6/ I 3/03 14:50 6230D TOTAL XYLENES
6/13/03 14:50 6230D . NAPHTHALENE
6112/03 11 :05 6230D CHLOROFORM
6112/03 I 1:05 62301) 1,2-DICHLOROPROPANE
6/11/0J I 1:50 6230D CHLOROFORM
6/\ 6103 I 1:00 6230D CHLOROFORM
6/16/03 i 1:00 6230D BENZENE
6/16/03 I 1:00 6230D TRJCHLOROETHENE
6116/03 I 1:00 6230D 1,2-DICHLOROPROPANE
6/12/03 17:50 62301) METHYLENE CHLORJDE
6/12/03 17:50 6230D CHLOROFORM
6/12/03 17:50 6230D CARBON TETRACHLORJDE
6/12/03 17:50 6230D BENZENE
6/12/03 17:50 6230D TRJCHLORQETHENE
6/12/03 17:50 . 6230D 1,2-DTCHLOROPROPANE
6/12/03 17:50 6230D BROMODICHLOROMETHANE
6/12/03 17·.50 6230D 1,1,2-TRJCHLOROETHANE
6/12/03 17:50 . 6230D 1,3-DICHLOROPROPANE
6/12/03 17:50 6230D 1,2-DIBROMOETHANE (EDB)
6/12/03 17:50 6230D TOTAL XYLENES
6/12/03 17:50 6230D 1,2,3-TRICHLOROPROPANE
6/12/03 l 7:50 6230D 1,2,4-TRJMETHYLBENZENE
6/11/03 17:20 6230D CHLOROFORM
6/11/03 17:20 6230D 1, 1-DICHLOROPROPENE
6/11/03 17:20 6230D CARBON TETRACHLORIDE
6/11/03 17:20 62301) TRJCHLOROETHENE
6/11 /03 17:20 6230D 1,2-DICHLOROPROPANE
6/11/03 17:20 6230D I, 1,2-TRICHLOROETHANE
6/11/03 17:20 6230D TETRACHLOROETHENE
6/11/03 17:20 6230D \ ,2-D113ROMOETHANE (EDB)
6/9/03 17:40 6230D CHLOROFORM
6/9/03 17:40 6230D CARBON TETRACHLORIDE
6/9/03 17:40 6230D TRICHLOROETHENE
6/9/0J 17:40 6230D 1,2-DICHLOROPROPANE
6/6/03 10:45 6230D CHLOROFORM
6/6/0J 12: 15 6230D CHLOROFORM
6/ 12/03 12:35 6230D CHLOROFORM
6/ 12/03 12:JS 6230D CARBON TETRACHLORIDE
Junc,2003
Results Units
21000 u!'}L
430 u!'}L
1500 u!'}I,
2100 u_g/L
3200 urJL
1900 uc./L
560 ul!}L
1300 ul!}L
2500 ul!}L
200 u!'}I,
130 uG,iL
730 . uG,iL
58 uG,iL
280 ug/L
4.5 ug/L
1.9 ug/L
690 ug/L
12000 ul!}L
160 U_g/L
69 ue/L
19 ue/L
.440 ug/L
16 ug/L
810 ug/L
25 uvL
190 uo/l
2.3 uoil
2.7 ug/L
I ue/L
17 ug/L
2.9 ug/L
5.5 ue/L
I.I ul!}L
1000 ue/L
I.I ug/L
220 ug/L
62 ug/L
41 uo/1
8:.J ug/L
47 ug/L
u ug/L
1-l ug/L
9.8 ue/L
4.1 ue/L
8 ue/L
.J.J ue/L
0.6 ug/L
2.3 ug/L
0.59 ug/L
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client
Sample ID
MW-36S
MW-36S
MW-36S
MW-36S
MW-36S
MW-36S
MW-36S
MW-36S
MW-36S
MW-36D
MW-36D
MW-36D
MW-36D
MW-36D
MW-36D
MW-36D
MW-36D
MW-36D
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37
MW-37 ·
MW-37
MW-40
MW-41D
MW-421
MW-421
MW-43
MW-43D
MW-47
TRIP BLANK #I
TRIP BLANK #2
Table 3
Summary of Detected Groundwater Volatile Organic Compounds
NCSU-Lot 86
Dntc Time Method Analytc
Collected Collected Reference Name
6/13/03 12: I 5 6230D METHYLENE CHLORIDE
6/13/03 12: I 5 62301) CHLOROFORM
6/13/03 12: 15 62301) CARBON TETRACHLORIDE
6/13/03 12: 15 6230D BENZENE
6/13/03 12: 15 6230D 1,2-DICHLOROETIIANE
6/ 13/03 12: I 5 6230D TRICHLOROETHENE
6/13/03 12: I 5 6230D 1,2-DICHLOROPROPANE
6/ 13/03 12: 15 62301) BROMODICHLOROMETHANE
6/13/03 12: 15 62301) 1,2-DIBROMOETHANE (EDB)
6/13/03 11 :55 6230D METHYLENE CHLORIDE
6/13/03 11 :55 62301) CHLOROFORM
6/ 13/03 ·II :55 · 6230D CARBON TETRACHLORIDE
6/ I 3/03 11 :55 6230D BENZENE
6/13/03 11 :55 62301) 1,2-DIC!-ILOROETHANE
6/13/03 11 :55 6230D TRJCHLOROET!-IENE
6/13/03 I I :55 6230D 1,2-DICHLOROPROPANE
6/13/03 11:55 6230D TETRACHLOROETHENE
6/13/03 11:55 6230D 1,2-DIBROMOETHANE (EDB)
6/16/03 16:00 6230D METHYLENE CHLORIDE
6/16/03 16:00 6230D CHLOROFORM
6/16/03 16:00 6230D · CARBON TETRACHLORIDE
6/16/03 16:00 6230D BENZENE·
6/16/03 16:00 6230D 1,2-DICHLOROETI-IANE
6/16/03 .16:00 . 6230D TRICHLOROETHENE
6/16/03 16:00 6230D 1,2-DICHLOROPROPANE
6/16/03 16:00 6230D BROMODICHLOROMETI-IANE
6/16/03 16:00 6230D TETRACHLOROETHENE
6/16/03 16:00 . 6230D CHLOROBENZENE
6/16/03 16:00 6230D TOT AL XYLENES
6/16/03 16:00 6230D 1, I ,2,2-TETRACHLOROETHANE
6/16/03 16:00 62301) n-PROPYLBENZENE
6/16/03 16:00 6230D 1,2,4-TRJMETHYLBENZENE
6/16/03 16:00 6230D !PE
61! 0/03 19:00 6230D CHLOROFORM
6/10/03 10:25 6230D CHLOROFORM
6/10/03 12:15 6230D CHLOROFORM
6/10/03 12: 15 6230D BENZENE
6/12/03 15:40 6230D CHLOROFORM
6/12/03 15:20 6230D CHLOROFORM
6/9/03 10:55 6230D CHLOROFORM
6/11/03 00:00 6230D TOLUENE
6113/03 10:30 6230D TOLUENE
Junc,2003
Results Units
· 4000 ug/1,
28000 ug/L
780 uruL
4600 ug/L
I 610 u('/L
1500 u('/L
2200 u('/L
4000 u('/L
24000 u('/L
2.4 ug/L
1400 ug/L
19 u('/L
I.I u('/L
5.5 u('/L
11 ug/L
31 ug/L
10 ug/L
18 ug/L
2100 .J ug/L
52000 .J ug/L
2900 uo/T
4200 uo/T
420 ug/L
!500 ug/L
1600 ug/J.
780 ug/L
440 ug/L
190 ug/L
550 u('/L
100 ug/L
ISO uo/T
53 uo/T
64 ug/L
33 ug/J
2.6 ug/L
5.4 UP/1,
0.64 ug/L
10 ug/L
3.6 J ug/L
0.86 ug/L
2 ug/L
2.1 ug/L
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,I
I
WELL
MW-2
M\Y-2 DUP.LICATE
MW-3
MW-6
MW-8
MW-8 DUPLICATE
M\Y-11
MW-111
MW-12
MW-12D
MW-121
M\Y-13
MW-13D
MW-16
MW-16D
MW-161
MW-17
MW-17D
MW-17I
MW-27
MW-29
MW-33
M\V-34DR
MW-34SR
MW-35D
MW-35S
MW-36D
MW-36S
MW-37
MW-38
MW-40
MW-41
MW-41D
MW-411
MW-42
MW-421
l\1W-4J
MW-43D
MW-45
MW-46
MW-47
EQ. BLANK #1
EQ. BLANK#2
Table 4
Laboratory Based Naturnl Attenuation Analyses
NCSU-Lot 86 Site
June, 2003
Chloride Sulfate Total Alkalinity Nitrate
mg/I mg/I mg/I mg/I
280 ND 72.0 2.040
277 ND 64.0 4.110
15.3 ND 60.0 ND
39.4 ND 18.0 0.065
5.58 ND 10.0 0.420
5.23 ND ND 0.470
3.57 ND 11.0 0.575
7.53 ND 110.0 0.125
54.1 ND ND 0.160
3 I 8 86.0 0.195
2.51 ND 10.0 0.245
7.42 ND ND 24.100
2.72 7.18 36.0 ND
6.21 ND 50.0 0.075
2.94 7.57 78.0 ND
2.48 ND 46.0 ND
3.92 ND ND . 0.400
2.38 ND 64.0 . ND
2.62 ND ND 0.140
4.23 ND ND 0c515
3.28 ND 12.0 0.210
2.15 ND 30.0 ND
2.09 7.03 34.0 0.070
3.49 ND l 0.0 0.305
2.28 ND 38.0 0.050
2.71 ND ND 0.585
2.44 ND 68.0 ND
38.8 ND 12.0 ND
20.3 ND 14.0 ND
2.44 ND 84.0 ND
4.38 ND ND 0.750
8.64 ND ND 1.320
4.4 83.5 30.0 1.270
2.86 ND 10.0 0.185
5.67 ND ND 1.280
2.46 ND 48.0 ND
3:37 ND 14.0 0.135
3.62 5.12 10.0 0.090
2.72 ND ND 0.630
6.47 ND ND 1.230
3.21 ND 34.0 0.185
ND 11.8 ND 0.080
ND ND 10.0 0.110
Data Shown in mg/I
Total Organic Carbon
mg/I
167
167
34.35
9.892
ND
ND
5.507 ·
8.54
130
ND
ND
ND
ND
20,73
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
37.86
7.086
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND Denotes "Not Dctcc1rd"
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SAMPLK
IDENTIFICATION
MW-2
M\V-2 DUPLICATE
MW-3
MW-6
MW-8
MW-8 DUPLICATE
MW-ll
MW-lll
MW-12
MW-12D
M\V-12D MS
MW-12D MSD
MW-121
NIW-13
MW-l3D
M\V-16
MW-16D
l\'lW-161
MW-17
MW-17D
M\V-171
l\'IW-27
MW-29
MW-33
M\V-34DR
MW-34SR
MW-35D
M\V-35S
M\V-36D
M\V-36S
MW-37
MW-37MS
M\V-37 MSD
MW-38
MW-40
MW-41
MW-41D
Table 5
Groundwater Methane;Ethane and Ethene Analyses
NCSU-Lot 86 Site
METHANE ETHANE ETHENE DATE DATic
(ug/1) (ug/1) (ug/1) COLLECTED RECEIVED
ND ND 2 6/16/03 6/17/03
ND ND 2 6/16/03 6/17/03
ND ND ND 6/16/03 6/17 /03
2 ND ND 6/13/03 6/13/03
ND ND ND 6/16/03 6/17/03
ND ND ND 6/16/03 6/17/03
ND ND ND 6/16/03 6/17/03
9 ND ND 6/11/03 6/11/03
ND ND ND 6/16/03 6/17/03
1 ND ND 6/11/03 6/12/03
6 LL 11 6/11/03 6/12/03
5 10 10 6/11/03 6/12/03
ND ND ND 6/12/03 6/13/03
ND ND ND 6/11/03 6/12/03
ND ND ND 6/10/03 6/11/03
ND ND ND 6/13/03 6/13/03
ND ND ND 6/11/03 6/11/03
ND ND ND 6/12/03 6/13/03
ND ND ND 6/16/03 6/17/03
ND ND ND 6/11/03 6/12/03 ·
ND ND ND 6/12/03 6/13/03
ND ND ND 6/9/03 .6/10/03
2 ND ND 6/9/03 6/10/03
ND ND ND 6/6/03 6/6/03
ND ND ND 6/6/03 6/6/03
ND ND ND 6/6/03 6/6/03
ND ND ND 6/12/03 6/13/03
ND ND ND 6/12/03 6/13/03
ND ND ND 6/13/03 6/13/03
ND ND ND 6/13/03 6/13/03
ND ND ND 6/16/03 6/17/03
5 9 10 6/16/03 6/17/03
4 8 9 6/16/03 6/17/03
ND ND ND 6/13/03 6/13/03
ND ND ND 6/10/03 6/11/03
ND ND ND 6/9/03 6/10/03
ND ND ND 6/10/03 6/11/03
June,2003
DATE
ANALYZED
6/23/03
6/23/03
6/20/03
6/23/03
6/23/03
6/23/03
6/23/03
6/13/03
6/23/03
6/13/03
6/13/03
6/13/03
6/23/03
6/13/03
6/13/03
6/23/03
6/13/03
6/23/03
6/23/03
6/13/03
6/23/03
6/13/03
6/13/03
6/13/03
6/13/03
6/13/03
6/23/03
6/23/03
6/23/03
6/23/03
6/23/03
6/23/03
6/23/03
6/23/03
6/13/03
6/13/03
6/13/03
ND-denotes "Not Detected" at or above the lower method detection limit
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SAMPLE
fD!cNTIFJCATION
MW-4II I
MW-42
MW-421
MW-43
M\V-43D
MW-45
MW-46
MW-47
gQ, BLANK#l
l~Q. BLANK #2
Table 5
Groundwater Methane, Ethane and Ethene Analyses
NCSU-Lol 86 Site
METHANE ETHANE ETHENE DATE DATE
(ug/1) ( ug/1) (ug/1) COLLECTED RECEIVED
ND I ND I ND I 6/9/03 I 6/10/03
ND ND ND 6/9/03 6/10/03
ND ND ND 6/10/03 6/11/03
ND ND ' ND 6/12/03 6/13/03
ND ND ND 6/12/03 6/13/03
ND ND ND 6/6/03 6/6/03
ND ND ND 6/6/03 6/6/03
ND ND ND 6/9/03 6/10/03
ND ND ND 6/13/03 6/17/03
ND ND ND 6/16/03 6/17 /03
June, 2003
DATE
ANALYZED
I 6/13/03
6/13/03
6/13/03
6/23/03
6/23/03
6/13/03
6/13/03
6/13/03
6/20/03
6/20/03
ND-denotes "Not Detected" at or above the lower method detection limit
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
WELL ---
MW-2
MW-2 DUl'LICATE
MW-3
MW-6
MW-8
MW-8 DUPLICATE
MW-II
MW-111
MW-12
MW-12D
MW-121
MW-13
MW-13D
MW-16
MW-16D
MW-161
MW-17
MW-17D
MW-171
MW-27
MW-29
MW-JJ
MW-J4DR
MW-34SR
MW-35D
MW-J5S
MW-36D
MW-36S
MW-37
MW-38
. MW-40
MW-41
MW-41D
MW-411
MW-42
MW-421
MW-43
MW-43D
MW-45
MW-46
MW-47
EQ. BLANK#!
EQ. BLANK #2
Table 6
Groundwater TCLP and Dissolved Iron Analyses
NCSU-Lol 86 Site
June, 2003
Arsenic Barium Cadmium Chromium Lead Mercury
Data shown in ug/!
Selenium Silver Iron ···---·----------·--. ----------------··--· -----·-ug/1 ug/1 U[!/J ug/1 ug/1 ug/1 ug/1 uc/1 tl [!/J
ND 1520 2.1 7.4 I 1.00 18.20 JS.4 2.J 159
2.2 1490 2.6 8.4 12.00 47.60 ]2.6 2.5 IOI 5.8 654 ND ND 3.80 0.19 7.2 ND 4710 ND 604 0.59 2.8 7.8 0.66 6 ND 98.4 ND 25.7 ND 2.4 1.90 ND 4 ND 53.8 ND 25.1 ND I.I 3.00 ND ND ND 75.8 ND 16.8 ND ND 1.6 ND ND ND 61.5 J0.6 148 ND 49.8 ND 0.11 4.9 ND 8380 4.5 969 4.8 J0.2 11.5 0.17 5.1 ND 37 .8 ]8.5 935 ND 794.0 63.00 0.15 4.1 12 10800
I J. l 129 0.38 61.4 5.5 . ND ND ND 1290
13.1 1300 0.77 77.1 6.00 0.10 ND 0.8 308
ND 57.4 ND ll 5.0 2.70 ND ND 2 1990 ND 140 ND 8.7 6.5 2.3 8.7 ND 2610
ND 56 ND 160.0 ND ND ND ND 2690
ND 153 1.1 192.0 5.7 ND 7.5 ND 4140
ND JO.I ND ND J.80 ND 4.7 ND 179
ND JO. I ND 15].0 ND ND ND 1.5 924
ND 16.4 ND ND J.4 ND ND ND 43.1
ND 62.4 ND 51.5 5.50 0.10 J. l 0.9] 157
ND 87.4 ND 10].0 6.50 0.12 ND ND 656
ND 13.8 ND 178.0 3.80 0.12 ND ND 66]
ND 72.9 ND 12.8 ND 0.12 ND ND 346
ND 917 ND 119.0 7.90 0.ll ND ND 44.J
ND 8.7 ND 29.4 ND ND 2.9 ND 17]
ND 34 0.24 76.6 J ND ND ND 120
36.2 17.1 0.38 30.9 9 ND ND ND 10100
ND 341 2.7 3.1 5.7 0.8] 9.6 ND 178
ND 548 0.3 2.8 2.40 0.21 5.7 ND 68.2
ND 22 ND 8.4 ND ND ND ND 13]
ND 56.7 ND 117.0 4.50 0.10 ND ND 385
ND 172 ND 183.0 10.00 0.1 I J. I 1.7 781
ND 59 ND 242.0 ND 0.1 I 8.2 2.7 1140
ND 43.3 ND 87.4 ND 0.12 ND ND 692
ND 29.9 ND 81.8 ND 0.10 ND ND 356
ND 39.9 ND 40.2 ND ND 3 ND 1040
3.8 245 1.5 104.0 39 ND 2.6 ND 966
ND 11.6 ND ND ND ND ND ND 98.5
18.7 73.2 ND 96.7 6.40 ND ND 0.8 32.3
14.3 273 ND 541.0 . 28.50 0.12 4 5.1 921
ND 26.7 ND 3.0 ND 0.10 2.7 ND 200
ND 0.22 ND ND 2.4 ND 2.8 ND ND
ND ND ND ND ND 0. 16 . ND ND ND
ND Dc1wtcs "Not lktcl:tc.xl"
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SECTION C
Well Permits/ Boring Logs/ Well Construction Records
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. WiUiam G. Ross Jr., Secretary
North Carolina Department o( Environ~nt and Natural Resources
Alan W. Klimek, P.E. Director
Division ?f Water Quality
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
April 15, 2003
Mr. Duane Knudson
North Carolina State University
Campus Box 8007
Raleigh, North Carolina 27695-8007
Subject: Well Construction Permit
No.# WM050051.0
Wake County
Dear Mr. Knudson :
In accordance with the application· received on April 9, 2003 we are forwarding herewith Well Construction Permit No.# WM0500510 dated April 15, 2003 issued for the construction of a monitor well system. Please be aware that some counties have well construction programs, and you may be required to obtain a well construction permit before installation.
This Permit will be effective from the date of its issuance and shall be subject to the conditions and limitations as specified therein. Please note the addition of stipulation #3 to the permit enclosed.
KS:JWG:
Enclosure
cc: Groundwater Files
Wake County Health Department
East Coast Env. PA Clo Mr. Thomas R. Will 3709 Junction Blvd.,Raleigh NC 27603
(;~tt''.'' Q _..
i>ra zfmme;~:~<~C.G
En\/ onmental Regional Supervisor
Raleigh Regional Office
--------~------~_,:,,·
n:.ila!gh fll:uional Office 1628 Mail SG1vico Cenlcr phone (0 19) 57 1.,-100 ~~. ~ ·1 Custrnn,r Sorvico (:~roundwalf•r Section n.~1ltligh, NC 7.71399-16?.IJ facr.i111·11•-(919) ,,·11-'710 u ., 1-800-t;?,3-7746
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NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH, NORTH CAROLINA PERMIT FOR THE CONSTRUCTION OF A WELL
In accordance with the provisions of Article 7, Chapter 87, Nort11 Carolina General Statutes, and other applicable Laws, Rules and Regulations.
PERMISSION IS HEREBY GRANTED TO
North Carolina State University
FOR THE CONSTRUCTION OF A MONITOR WELL SYSTEM on property owned by the North Carolina Department of Administration of Wake County and the site is loca.ted at North Side Wade Ave. (SR1728) & one half mile west of _the Blue Ridge_ Exit Ramp (SR1670), Raleigh, North Carolina, Wake Cou_nty. This permit is issued in accordance with the application received on Apnl 9, 2003 and In conformity with spec1ficat1ons and supporting data, all of which are filed with the Department of Environment and Natural Resources and are cons·1dered a part of this permit.
This Permit is for well construction only and does not waive any provision or requirement of any other applicable law or regulation.
Coristruction of a well under this Permit shall be in compliance with the North Carolina Well Construction Regulations and Standards (15A NCAC 2C .0108), other State and Local laws and regulations pertaining to monitoring well construction.
This permit will be effective from the date of its issuance until April 15, 2004 and shall be subject to other specified conditions, limitations, or exceptions as follows:
1. Issuance of this permit does not obligate reimbursement from state trust funds, if these wells are being installed as part of an investigation for contamination from an underground storage tank.
2. Issuance of this permit does not supersede any other agreement, permit, or requirement.
3. In the event that additional monitor wells are to be constructed on the subject property, this permit shall be valid for said well construction upon receipt of the following documentation:
a) Proof of notification to the appropriate property owner(s) stating intention to construct additional wells, the number of wells to be constructed, and signatures by the property owner(s) and subject applicant(s) or their agent(s).
b) Revised site map with information as required by the original well construction application.
c) Well construction diagram for additional wells with information as required by the original well construction application. · .
Permit issued this the 15th day of April, 2003
FOR THE NORTH CAROLINA EN ONMENTAL MANAGEMENT COMMISSION )
vIronmenta upervIsor f Water Quality .
By Authority of the Environmental Management Commission Permit No.# WM0500510
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ATTENTION ... ATTENTION ... ATTENTION ... ATTENTION ... ATTENTION ... AmNTlON ... ATTENTION ..•
Do you have Underground Storage Tanks and a Leak Detection System? If so, this is a reminder to ...
YOUR
LOCK and LABEL
MONITORING WELL
Why is the Division of Environmental Management distributing this flyer?
CAPS
Over the last few years at least six monitoring wells in North Carolina were mistaken as Underground Storage Tank (UST) access pons by delivery men. Thousands of gallons of petroleum products were immediately released to the subsurface, resulting in severe environmental degradation and costly cleanups at each site.
For example ..•
OnJ anuary 2, 1991, I, 730 gallons of kerosene were pumped into a monitoring well at a convenience store in Raleigh, North Carolina. The responsible pany estimates that it will cost more than a million dollars to clean up that site. According to a strict interpretation of the UST regulations (15A NCAC 2N), the costs associated with the cleanup of a release of this son are not likely to be reimbursed from the State Leabng Underground Storage Tank Trust Fund.
Why else should monitoring wells be locked and labeled?
North Carolina State Regulations require that every groundwater monitoring well be ... "Labeled as a liquid monitor well" (15A NCAC 2N .0504 (b)(9)) with
"A warning that the well is not for water supply and ... may contain hazardous materials" (15A NCAC 2C .0108 (c)(l0)) and
"Protected with a water tight cover and lockable cap" (15A NCAy 2N .0504 (b)(8)) .. and
"Secured to ... insure against unauthorized access and use" (15ANCAC 2C .0108 (c)(7))
These regulations also apply to vapor monitoring wells and observation wells, with the exception that they be labeled "vapor monitoring well" and "observation well," respectively.
To enforce these regulations, representatives of the Division of Environmental Management (DEM) have· begun inspecting the leak detection systems of facilities with underground storage tanks. The inspection of 24 of these facilities revealed that 20 of them did not have sufficiently secured monitoring wells. Each facility om of compliance with the regulations was issued a Nmice of Violation (NOV) by DEM. Potential penalties for noncompliance with ISA NCAC 2C regulations can be $JOO for every consecutive day of noncompliance (see G.S. 87-94), Potential penalties for noncompliance with 15A NCAC 2N regulations can be as much as $10,000 (see G.S. 143-215.6). In addition, potential penalties for having a well that has been injected with wastes or contaminants can also be as much as $10,000.
Join us in our efforts to protect ·
our irreplaceable
underground drinking water supplies.
LOCK AND LABEL THOSE MONITORING WELLS !
.....••. DO IT TODAY ••.... DO IT TODAY .•..•. DO IT TODAY •••.•. DO IT TODAY ....... .
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~L/Ll/L~~~ l~:~l
0-i,_19/2003 10:11
02/14/2603 10: ~3
'3195158426
91'3515B426
91377204&8
NCSU REAL ESTATE
NCSU REAL ESTATE
EA5t <XJAST
PAGE 03/05
PAGE 03/05
PAGE 02
)'lORTH CAROLINA Dia;PMTMENT OF 5NV1RONMENT & NA.TUML RE50URCB~ ·---·.
DlVl::SlUN Ol' IVJ\TER QUALITY• 0!\0tmDs'U,'IBR se;anON . .._ -----
APPLlCATION FOR PEEJ,U'.l' TO CONSTRUCT A MONITORING WELL SYSTEM--.·-
=====,,....~===~==::==::::::=e:"'==~====='==~=-··--~-.
[Piroso Typo or Pnnt Glea,Jy)
Oate: March 1 5 2003 Covnty WAKE APR J 200J
In •=nclanc;.with '.h• pl6viaion, of Miele 7,-Chapt8r 87, General Staruto.s of North Carolina ond rQQU!atlme puriuanr
\hereio. aoolica~on ~ horeby made for~ porrntt to construe\ rnonaortnQ wons. :t ,,, '·· · '.,. ·
1. Namo ornppllcant No:cth c .. rolin2 statG> rlnl vsr s i ty
Apo,loont'"Mai,n~Mdro«: Campu,i Box 8007 Ralei,th, NC_ 27o::..c.,!l=.....-.:..6.:..0.:..0.:..7 _________ _
OYiJlO/& Mailing Address: /
.. ··-(Teleohomr. 51 5-6859
4. LoOllnon of Prooirty: NC DOA Propoerty ot North s±ae 0£ we.de Ave. ( sn_c:11728 )'
,. Ressoo tor MP<1ltorh~ W•II(•): Croundwa ter :r..ss~~s'-'s'-'m::.ce:c:n.:..tc.... ________________ _
(ex: l'>Ofld!8ct1aroG J)<IITTlR requlromona, •~cted oont,mlnn:lon, env1ronrnon1al ausc,omoni, 9\c.)
8. Type of l~oiti:Y orslte for which the rnonttor.n9 w-el!(s) i• ~eadod: Super:fund Sit;,. ( Lot 8 6 NCSU)
· (~,-:~ non~r9 .. Widfay, wc.c\o di.it.p05l.l!:l 1l!e. tandfnl. unde:gl'Otll1d storage ta&,, e:lc.)
7. Ty,xi 61 contamination bQJng monltorod Of applicab!e): __ s~o~l_v_e_n_t-'. .. .L-.CC!-l:.:;ecct'-'o..l=s;..._--,-__________ _
\ex: nu1CT•nb, organ!o,., h~Y)' n-.el.oh.i ~lo.)
8 ... Are any oxlstlng recovery wells assodatM w\th the monhorinQ welKs)? __ c..Nc..:O ____ If ye~. MW many? ..ctic..:/_A_. __
Rwcovery W0ll Ottt"dtructiof\ P~rmit No. _______ _
9_. Dittance to a kn:,wn v1aate or potlutlon souroQ: ±1 , O o O feet
1 o. Ar,• any watar •uppty wolb located ~• lhun 600 feet !corn \he propo,iod rMnh6M!J we!ls_? _N~O=----
11 yas, give a:stan<:ij: ____ 1oat
11. Wel!Coittracror. J&L Inc • ..::-,=-.:c..c.=-=--~---'----'---
13. WellConlraotoi'SAddress: 109 Greg Stre<>I::., Fou,: 02ks, NC 27524
PROPOSED MONiTORJNG WELL CONSTBUCIIQN INFORMATION
· 1. rotaFNumno, of wens to be coostruoted: __ 1 ____ ; (A) Number to ba comp\ete<l ii1 ):,&drocl(? _____ _
2. .i;2,mat.d dD?th o! woll(sl: 1 2~5 ____ foot
(Bl Number to be compta.1ae1 1n unr;onsolldt'.tar.i rnaleriarr -~D,::::;:::;;;;;;;:;;_ ______________ ,
fl)B OfflCE use ONLY
Pt;;AMITTl';O ACTIVITY
3 .. Qiavidi C3ndpacklnterval (if ll!Jpropriate) ~6u~'6"JA~~g;;~i~TY STANDARDS
From 11 3 __ ,~ot To 1,5 feet VIOLATIONS SUSPl!:QTEO ~AOM IJNP!eRMITTED
.ACTIVITIES
·4. Typ• of ~asing ueod: S tainil:c:ec=Sc,S'-'fz'-'t"-'e"-e=-l:c...... ____ .c....I1 _ NOTICE OF NON-COMPLIANCE AT
UNPl:RMITT.:0 l=ACILffiF:'\~ I /
1
{; Zr,: 72 PERMIT NO.----tSSUE0 '=cl'-' I . .-/
5. Dlam•W or cas\n~, ·-""'2,__ __ Jnches ~ D ~ ,c>o s:-/Z>
· L!!N~O~t~O!cN~T.,!t~==::..:....--.:.==----....l : GW-i!ii.'(nf:v 312000j tr,nnllnuA'1 on f<AVP.IAAI
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--· --· ------·--., ... .,.., ............. ~ ... 11--\\,;lt. t)q/ t)J
02/_19/2003 10: 11
02/IM2003 rn: 53
919515842[,
919772e469
NCSU REAL ES,ATE
EAST CDOST
PAGE 04/05
'AGE 03
o. Th~_e,s o( oooing; _o_._1 ___ inchM
7_ Howwill·t;• well(,) be secured? Loc)dn9 cap @ TOC, Steal or Aluminum Stana Pipe
~-E,;umatod beginning conatruotlon □ate: 1'pri1 5. 2003
Q. E,tlmated rnrroie!!on date_· ~h~"~"~'-=· 1~3~0~, _2=0 0~3~--------
ADornbNAL INFORMATION
1. ATTACH A BITE MAP SHOWING TI-IE LOCA170NS OF THE FOLlOWINO:
1 -PROPOSED MONITORING WELL(S)
. 2 -ALL EXl8TING MONITORING AND RECOVERY WELLS OR TEST WRINGS WITH THE PROPERTY
BOUNDARY
. :i°-ALL '(!ATER SUPPLY WELLS WITHIN 500 FEET OF THE WASTE SOURCES
4 • AT LEAST TWO REFERENCE POINTS (NUIAe,~RED ROADS, INTERSECTIONS, STf\l!AMS, ETC.)
2. PROVIDE A WELL CONSTRUCTION DIAGRAM OF EACH WELL SHOWING DIAMETER. ESTIMATED OEMH, SCREEN
INTEAVAUl, SA..-.JO/GRAVELPACKS. TYPF ()F CASING MATERIAL. CASING WALL THICKNESS, YVE~l HEAD
COMPlET1ON DtiAILS, ETC.)
The Applicant hereby agrees the pt'oposed well(s) will be cor.structed in accordance with
upp,oved 5pccif1ootions a.nd oondllions oi thQ Well Construc~on Pemiit as rogule.:Sd_under 1h11 WAIi
Construction S19,rtdards {TrlJQ 15A Nonh Carolina AdrninistraUve CodG, Subchaptar 2C) and accepts
full responsibility for compliance with these rules,
;~ a/LJ~
$ions oiAppilC.\Jll or AQent -. .
Manager, £nvironrnental Health & Safety, NC sto~e University
· •:1i1lo W appf:c,blo)
If the properly iia owr1ed by som(;ong olh,u than the applic~nt. the property owner hereby
. , · comi,;,n1s to allow-llu; appllc8nt to construct monitoring w~lls as oullinod in \his e.pplioe.\ion and tho.t
·. i1 shall bs the responsibility of tha applicant 10 ensure fr,at these monitoring weUg conform to the Well
Construction Standards (Title 1$A North Carolina Admlnl3trative Code, Subchep!t'lr 2C).
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Stoel or Aluminum
Lockab/o Standing Well Case
SURFACE GRADE +
T
+
+
+
+
+
+
+ Native
+
+
N
PONSE
EMEtlATION
12861 NClli11l1w1y96
7~bulon. NC 27597
t~l•!.U.·1~ f .. :(lll'>))U.)1W
+
+
+
+
+
+ +
+
+ +
+
+ +
+
+ +
+
+ +
+
+ +
+
Soils·
+ +
+
+ +
+
+ +
+
+
+
+ +
+ +
+ + +
+ +
+ + +
+ +
+ + +
+ +
+ + +
+ +
+ + +
+ +
+ +
+ +
i-+ +
+
+ + +
+
T + +
+
+ +
..:.. +
2" Locking Well Cap
Concreto Crout
+ + + +
+ + + +
+ + + + +
+
+
+
+
+
+ + + + +
+ +
+ +
+ +
+ +
+ +
+ +
+ +
+ +
+ +
+
+
+
+
+
+
+ +
+
+ +
+
+ +
+
+ +
+
+ +
+
+
+
Native Sot1s
+ -i-
..;.. + -i-
+
+ -i-+
+ + + ..:.. -i-
+ ..:.. +
..:.. -i-
i-
Well Screen
DAT£: 02/t-#/OJ FIGURE 1
DRAKN: KBB
RE\1'£H£D: mw
SCALE: Not To Scol(I
PRO.£CT /;
Proposed Type II Monitoring Well
Construction Detail MW-43D
North Carolina Deportment of
Administration Property
Wade Avenue Extension
Raleigh, Wake County, North Carolina
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Po.9.t•lt" Fax \otc
Toj'\, '( j _ G._,,...c... .,.._
C~-•CQ!."1'.
~hO~O :i
F1u .t .5"-<;,.3c:,7
North Carolina
Department of Administration
151: 'J,,,, 2/z,,/o.3 :-":.~ .. ~
~iom.LJ ,_ I I
Cv
c:-or,G"
F,x <
Mic~,z.el F. Easley. Goverr,o~
Gwy:--:, T. Sv.~r:so:.. Se.cret:>.ry
St.::c ?:-J?r:~: C :·::.:::
!ose:?t H. :-1~~.::::-=,.::::-:. =:--.~~:::;.:·
:1v!:. George. Worsley
Vi:e Char.cello~ for Finance a:-.d Business
NC S:ate Cni,e;,itv
C.1.rr.pns Box 'i20' ·
R~'.e!gr., NC 27695-7201
Re: Rigit of Entry -Let ~6 ).fo:ii:o:i~g \Vel1
De..r Mr. ,v c:,ley:
It is :.:r:de:-;~coC ilnC. ag:-~ed tl-:c..: nothir.g h::..---eir: .:.:-e2.:es any finar,~ial lisbilii.y -.::-=-~spo:u:t:llt:,.
or. :he :n_-i: of tf.e State \v:tr. respe:~ :o s~ch v.:o:·k. Tt-:e effe::t:ve C:2.;:e cf this n:.£,::t cf en::--:::; :..:1t ::ic.:c .):·
t'.-:~s !et:er. fGr-J-.er::-.ore, :h.i.:; r:~ht of er.try i;; su·:,je~t :o any ::,,:icr cu:-co::':e;·2..nc::: g:a:.i."e~ icr ·.:::.:t..:::.s
or reads.
This ng:-.: o:-er.:.r~-is pr:.:e.:i sc·:ije::: :o z;; ne~:ss2.~: Fc:C:er::J. S:a:e :::.:-_j _.._!_..:.. ;,e:-::-~::~
2.pi:;rc\·i.s re;quire~ :o: the p:-cpClsed ::,rc_iec:. If '.\'C ca:: 2.~sis: you fu:-:;1er, p:eas~ 2.civ~se
E'.'lclosu,e: E.,hibit A
W,alllr.g Address:
1321 Mail Savic~ Centet
R,,Jc.i 0h, N.C 27699-1321
Bc·ooy Pco:e
General Rea: Estate ::Vfanager
Te:epl1one [phone]
Fax [phone]} J
Sau, Courie' ;;i52., 1-73
,\1; E-Gt::l Op;,o:tun1r, I AUi:mahYC Actto:i Emp::n,c.r
Wd,: http !hto.dcu.ttl!c.n.:.w
Locate'.":
116 \\'c:,~ J~t:es $~cc~
Ra!e:9:::: !'::::1:1 C1:c:::~a
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Wlllam G. Ross Jr'., Secretary North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DIVISION OF WATER QUALITY GROUNDWATER SECTION
April 14, 2003
Mr. Duane Knudson
North Carolina State University Campus Box 8007
Raleigh, North Carolina 27695-8007
Subject: Well Construction Permit
No.# WM0500511
Wake County
Dear Mr. Knudson :
In accordance with the application received on April 9, 2003 we are forwarding _herewith Well Construction Permit No.# WM0500511 dated April 14, 2003 issued for the construction of a . monitor well system. Please be aware that some counties have well construction programs. and you may be required to obtain a well construction permit before installation.
This Permit will be effective from the date of its issuance and shall be subject to the conditions and limitations as specified therein. Please note the addition of stipulation #3 to the permit enclosed. ·
KS:JWG:
Enclosure
cc: Groundwater Files
Wake County Health Department East Coast Env. PA C/o Mr. Thomas R. Will 3709 Junction Blvd.,Raleigh NC 27603
C:Jy ]~, '---
S. ~7merman , L.G.
Environmental Regional Supervisor Raleigh Regional Office
-R-.:1l-t1i-9I-, R-c-g-,o-11-al_O_lfi_,c_e ____ 16_2_8_M_a_il _S_erv_i_ce_C_e_n_te_r _____ J_>ll-o-nc_(_9_1 ~-)-57_1_-4_7_0_0 ____ C_u_s-to-n-,o-r s-e-rv-ice-N~
G1t1u1;dwatc:r Section , Raleigh, NC 27699-1620 l.1csimHo (910) 571.•·111, , ., 1-500-6?.3-'l7~8
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,_ ' NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH, NORTH CAROLINA PERMIT FOR THE CONSTRUCTION OF A WELL
In accordance with the provisions of Article 7, Chapter 87, North Carolina General Statutes, and other applicable Laws, Rules and Regulations.
PERMISSION IS HEREBY GRANTED TO
North Carolina State University
· FOR THE CONSTRUCTION OF A MONITOR WELL SYSTEM on property owned by the North Carolina I Department of Transportation of Wake County and the site is located at and on the NCDOT RNV Wade Ave (SR 1728), at North Carolina State Uo.iY.ecsi.ty_(LoL86.)_&..@-Trinity Road (access road to RBC Center), Raleigh, ---7'!orth Carolina, Wake County.This permit is issued in accordance with the application received on April 9, 2003 I, and in conformity with specifications and supporting data, all of which are filed with the Department of Environment and Natural Resources and are considered a part of this permit.
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This Permit is for well construction only and does not waive any provision or requirement of any other applicable law or regulation.
Construction of a well under this Permit shall be in compliance with the North Carolina Well Construction Regulations and Standards (15A NCAC 2C .0108), other State and Local laws and regulations. pertaining to monitoring well construction. ·
This permit will be effective from the date 9f its issuance until April 14, 2004 and shall be subject to other specified conditions, limitations, or exceptions as follows:
1 .
2.
3.
Issuance of this permit does not obligate reimbursement from state trust funds, if these wells are being installed as part of an investigation for contamination from an underground storage tank.
Issuance of this permit does not supersede any other agreement, permit, or requirement.
In the event that additional monitor wells are to be constructed on the subject property, this permit shall be valid for said well construction upon receipt of the following documentation:
a)
b)
c)
Proof of notification to the appropriate property owner(s) stating intention :o construct additional wells, the number of wells to be constructed, and signatures by the property owner(s) and subject applicant(s) or their agent(s).
Revised site map with information as required by the original well construction application. ·
Well construction diagram for additional wells with information as required by the original well construction application. .
Permit issued this the 14th day of April, 2003
ENT AL MANAGEMENT COMMISSION
ronmenta uperv1sor f Water Quality
By Authority of the Environmental Management Commission Permit No.# WM0500511
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,:::-·==;:===================
ATTENTION ... ATTENTION ... ATTENTION ... ATTENTION ... ATTENTION .•. ATTENTION .. :ATTENTION ...
Do you have Underground Storage Tanks and a Leak Detection System? If so, this is a reminder to ...
LOCK and LABEL
YOUR MONITORING WELL CAPS
Why is the Division of Environmental Management distributing this flyer? Over the last few years at least six monitoring wells in North Carolina were m.i5taken as Underground Storage Tank (UST) access pons by delivery men. Thousands of gallons of petroleum products were immedjarely released to the subsurlace, resulting in severe environmental degradation and costly cleanups at each site.
For example. ..
Ori January 2, 1991, 1,730 gallons of kerosene were pumped into a monitoring well at a convenience store in Raleigh, North Carolina. The responsible party estimates that it will cost more than a million dollars to clean up that site. According to a strict interpretation of the UST regulations (15A NCAC 2N), the costs associated with the cleanup of a release of this son are not likely to be reimbursed from the State Leaking Underground Storage Tank Trust Fund.
Why else should monitoring wells be locked and labeled?
North Carolina State Regulations require that every groundwater monitoring well be ... "Labeled as a liquid monitor well" (15A NCAC 2N .0504 (b)(9)) with
"A warning that the well is not for water supply and ... may contain hazardous materials" (15A NCAC 2C .0108 (c)(lO)) and
"Protected with a water tight cover and lockable cap" (15A NCAC 2N .0504 (b)(8)) and
"Secured to ... insure against unauthorized access and use" (15A NCAC 2C .0108 (c)(7))
These regulations also apply to vapor monitoring wells and observation wells, with the exception that they be labeled "vapor monitoring well" and "observation well," respectively.
To enforce these regulations, representatives of the Division of Environmental Management (DEM) have begun inspecting the leak detection systems of facilities with underground storage tanks. The inspection of 24 of these facilities revealed that 20 of them did. nae have sufficiently secured monitoring wells. Each facility out of compliance with the regulations was issued a Notice of Violation (NOV) by DEM. Potential penalties for noncompliance with ISA NCAC 2C regulations can be $100 for every consecutive day of noncompliance (see G .S. 87-94). Potential penalties for noncompliance with 15A NCAC 2N regulations can be as much as $10,000 (see G .S. 143-215 .6). In addition, potential penalties for having a well that has been injected with wastes or contaminants can also be as much as $10,000.
Join us in our efforts to protect
our irreplaceable
underground drinking water supplies.
LOCK AND LABEL THOSE MONITORING WELLS !
....•... DO IT TODAY •...•. DO IT TODAY .•...• DO IT TODAY •...•. DO IT TODAY •.......
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NORTH CAROLINA DEPARTMENT OF ENVJRONMENT & NATURAL RESOURCES DIVISION OF WATER QUALITY -GROUNDWATER SECTION · APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING WELL SYSTEM
(Please Type or Print Clearly)
Date: _M_a_r:_c_h __ l _5 ___ , 2 0 0 3 County Wake
In accordance w'ith the provisions of Ar1icle 7, Chapter 87, General Statules of Nor1h Carolina and regulations pursuant 1hereto, application is he,r~by m-ade for a permit to construct monitoring wells.
1. Name oI Applicant: North Carolina State University (Telephone: [phone] )
Applicanl'sMailingAddress: Campus Box 8007 Raleigh, NC 27695-8007
2. Name of Properly Owner {if different from Well Owner): NC Department of Transportation
OwnersMailingAddress: p_Q_ Box 25201 Raleigh, NC 27611-5201
3. Contact Person: Duane Knudson (Telephone: [phone])
4. Loca1ionofProperty: DOT R/W @ SR1728 (Wade Ave_) at NCSU Lot 86 (near Trinity Rd_)
5. Reason for Monitoring Well(s): Groundwater: Assessment
{ex: nondischarge permit requirements, suspected contamination, environmental assessment, etc.)
6. Type of facility or site for which the monitoring well(s) is needed: Super:fund Site ( Lot 8 6 NCSU) (e~: nondischarge facility, waste disposal site, landfill, underground storage tank, etc.)
7 .. Type of contamination being monitored (if applicable): S=-o_l_v_e_n__:t_s_,,_Mc:..::e..:t..:a:.:l:.:s=------------------
(ex: nutrients, organ!cs, heavy metals, etc.}
8. Are any existing recovery wells associated with the monitoring well(s)? ___ N_O ____ If yes, how many? --'-N---'/-'A-'---
Recovery Well Construction Permit No. ________ _
9. Distance to a known waste or pollu1ion source: _±_5_0_0 ___ feet
10. Are any water supply wells located less than 500 feet from the proposed monitoring wells? _N_O __ _
11. Well Contractor: _____ .;G_~¥~L~---'/._'/\l~C~. ____ _
If yes, give distance·. ____ \aet
12. Well Con1ractor Cer1ilication #: Z8wS-
----13. Well Con1ractor's Address: -1.l..oo:__.z'.c.__,_6."-A':,-=""&--_ _.,S"---'-~=-<-'='CL._-,<-f--/-"i-==o--=u.:..:~-'-'-CJ._';{},e---'-----.5-'-'-/J-c_....:2=---:7--'S-.c..:Z~-1--'--___ _
PROPOSED MONITORING WELL.CONSTRUCTION INFORMATION
1. Total Number of Wells to be constructed: ---~5 __ _ ; (A) Number to be completed in bedrock? __ _,,5 ___ _
(B) Number to be completed in unconsolidated material? __ O'-;::====----------------~
2. Estimated depth of well(s): ---'1~2c.c5~---feel
3. Gravel or sand pack interval {if appropriate)
From 11 3 feel To 1 25 feet
4. Type of casing used: 2" S. Steel (inner)
(ex: PVC, stainless steel, galvanized steel, etc.}_ **** 6" PVC (outer)
FOR OFFICE USE ONLY
-PERMITTED ACTIVITY · 1
_ U.S.T. LEAK DETECTION .
=:--GROUNDWATER QUALITY STAN
ACTIVITIES
_ NOTICE OF NON-COM
UNPERMITTED FACILI
5. Diameter of casing: __ _., ___ inches (inner:)
PERMIT NO.----ISSU 19 --z.:Jm o~ 00 57/ A?,~, I ,s;, -u:>;:r3
Ll~N~C:!:ID~E:!:N~T...!#~=:=:=:=:=====-----_J tr.nnlin11Arl nri RAVAfSA\ GW-22M (REV 3/2000)
· 6. Thickness of casing: ---'U'--'.c.clc._ __ inches
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7. Howwilllhewell(s)besecured? Locking Cao @ TOC, · Steel or Aluminum Stand Pipe, and Flush Mounted Manhole Coi.7.er ( 1) well 8. Estimated beginning construction date: Aor i 1 5, 20 0 2
9. Estimated completion dale:__l;_..,p~r--i~J_3~0""°',~2~0~0~3--------
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ADDITIONAL INFORMATION
1. ATTACH A SITE MAP SHOWING THE LOCATIONS OF THE FOLLOWING:
1 -PROPOSED MONITORING WELL(S)
2 -ALL EXISTING MONITORING AND RECOVERY WELLS OR TEST BORINGS WITH THE PFlOPERTY BOUNDARY
3 -ALL WATER SUPPLY WELLS WITHIN 500 FEET OF THE WASTE SOURCES
4 -AT LEAST TWO REFERENCE POINTS (NUMBERED ROADS, INTERSECTIONS, STREAMS. ETC.)
2. PROVIDE A WELL CONSTRUCTIOIJ DIAGRAM OF EACH WELL SHOWING DIAMETER, ESTIMATED DEPTH, SCREEN INTERVALS, SAND/GRAVEL PACKS, TYPE OF CASING MATERIAL, CASING WALL THICKNESS, WELL HEAD COMPLETION DETAILS, ETC.)
The Applicant hereby agrees the proposed well(s) will be constructed in accordance with approved specifications and conditions of the Well Construction Permit as regulated under the Well Construction Standards (Title 1 SA N.orth Carolina Administrative Code, Subchapter 2C) and accepts full resp.onsibility for c.ompliance with these rules.
Manager, Environmental Health & Safety, NC State University Title (if applicable)
. If the property is owned by someone other than the applicant, the property owner r1ereby consents to allow the applicant to construct monitoring wells as outlined in this application and \hat it shall be the responsibility of the applicant to ensure that these monitoring wells conform to the Well Construction Standar Title 1 SA North Carolina Administrative Code, Subchapter 2C).
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Steel or Aluminum
Lockable Standing Wdf Cose
SURFAC£ GRAD£
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2 .. Locking Well Cop
Concrete Crout
+ + + +
+ Native Soi'ls +
+
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N
PONSE
&
!!:MEDIATION
12861 NC.-llir;hw•y 96
U'bulun, NC 2H97
(•l•IJU-lklll ro,:!91t).U,).J7JII
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DA 'ff, 02/ol /oJ
DRAltN: KBB
SCALE: Not To Scafo
PRo..£CT /;
nLDIAJIE:: f'h1pOHd ltw' 1.#.Nllott•
+
FIGURE 1
Proposed Type Ill Monitoring Well
Construction Detail MW-12D
North Carolina Deportment of
Transportation Right of Way
Wade Avenue Extension
Raleigh, Woke Coun /y, North Carolina
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Steel or Aluminum
Lockable Standing Well Case
SURFACE GRAD[ + +
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+ + +
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DAT£: ~ DRAltN:
PONSE R£\1£Kt:'D: &
EMEDIATION sc,,,r,
12161 NC lligh-..·•y 96 PRO.£CT /: l.cbul0<1. NC 1Hll7
t~l*)Jt,4,UOO fu:('l'l)H,}1)-<I nL£NAAI£:
2 ~ Locking Well Cap
Concrete Grout
+ + + +
02/07/0J FIGURE 1
KBB Proposed Type Ill Monitoring Well
mw Construction De.toil MW-130
North Carolina Deportment of Nol To _Scolo Transportation Right of Woy
Wade Avenue Extension
~ 11W l_,,t/M4 Raleigh, Woke County, North Carolina
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Steel or Aluminum
Lockable Slandln9 Wd/ Case
SURFI\C[ GRAD[
N .
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NOtive Soils
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DAT£:
DRAltN:
PONSE
EMEt'IA TION
ROfEKED:
SC<l.£:
11Sf.t NC Hia:hway 96
7 . .du,1,,.1. NC 27.597
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02/07/oJ FIGURE 1
KBB
TRW
Not To Scolo
,,.,...,,0-H,/ 11W' Lo,;o/k>i,1
Proposed Type Ill Monitoring Well
Construction Detail MW-160
North Carolina Deportment of
Transportation Right of Woy
Wade Avenue Extension
Raleigh, Wake County, North Carolina
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Steel or Aluminum
Lockablo. Stondln9 Well Cose
SURF AC[ GRAD[ +
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N
PONSE
EMEtlATION
1286 I NC llichway 'Hi.
Zeb11k>oi, NC 2H97
(tl91 )U..1~ r.,: t•Jtl "'>•H).11
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DAT£: 02/07 /l)J FIGURE 1
DRA.HN: KBB
RCWE:a£D: mw
SCA.LC: Not To Scalo
PRO.£CT ~·
Proposed Type Ill Monitoring Well
Construction Detail MW-170
North Carolina Department of
Transportation Righi of Way
Wade A venue Extension
Raleigh, Wake County, North Carolina
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SURFACE GRADE +
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DA Tr: 02/07 /OJ
l'-'UKN: KBB
R!\1£lt(D: 17i'W
SC<L.£.· Not To Scol•
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Well Screen
FIGURE 1
Proposed Type II Monitoring Well
Construction Detail MW-41D
North Carolina Department of
Transportation Right of Woy
Wade Avenue Extension
Raleigh, Wake County, North Carolina , 1 _ _: .___=_=_=_=_=_=_=_=_=_=_=_=_='-'_=_=_=_"==_=_=_=_=_!k_=_==_=_=_=_=_~_~_=_=~-=-=_=_=_==!I__J
12141 NC lli1hw,,y Q/1
ubul001,NCIH97
('lltJ~IKlO F"':(ftt))l,J .. ••.'O
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STATE OF NORTH CARO UNA I DEPAR1MENTOFTRANSPORTATION
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MICHAELF. EASLEY LYNDOTIPPETT
GoVERNOR
March 06, 2003
County: Wake
Subject: Encroachment Contract
Installation of Five Groundwater Monitoring Wells
SR 1728
ESl-40-03-0086
North Carolina State University
Post Office Box 7201
Raleigh, NC 27695-7201
Dear Mr. Worsley,
SECRETARY
Attached for your files is a copy of Right of Way Encroachment Agreement, which has been properly executed. This contract.covers the following:
Installation of Five Groundwater Monitoring Wells
This encroachment is approved subject to the Standard and Special Provisions which are attached to and made a part of the Encroachment Contracl
JGNIBHJ/jms
~I~
J.,, J. G. Nance, P. E.
{ Division Engineer
cc: Mr. John Williamson, Manager, Right of Way Branch (w/orig.)
Mr. Brandon H. Jones, District Engineer (w/copy)
City of Raleigh
Attachment
ES 1-40-03-0086 2612 N. Duke Street, Durham, North Carolina 27704
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ROUTE 1728 PROJECT
DEPARTtlENT OF TRANSPORTATION
-AND-
STATE OF NORTH CAROLINA
COUNTY OF WAKE
0627287..93 ',f?' . OJ ~ ~
~ I\ ~~ed
N Q.ece\ • af RIG/IT OF WAY ENCROACHMENT A 'r{EMEN(\S,0,o\~'i"\ FOR NON-UTILITY ENCROACHMENT N °1\_,1. \ .o,<. PRIMARY ·AflD SECONDARY H!Gl!WA
N_or:tb Carolina Stote University
P.O. Box 7201
Raleigh, NC 27695
THIS AGR£E.nENT, 111.1de and entered into this the ~ ~!,iy of /lJ.ARcb_, l)f_C;:? by and bet1..·een t.hc Department of Tr;ini:;portation, p;1rly of tlir: rir-:;t p.1n; :rn1(--a:'• North Carolina State University party oJ' the :;econd part,
W I T N E S S E T II
TH.AT \..'HER.£AS, the party of the second part desires to encroach on the right of uay of the public road designated as Route 1728 , located c1djacent to NC State University's Lot 86 Site {See attached map) with the fa lloi.:ing: $.i..t.z.0--{ S) crou'l--dPol tor Mon j tori ng We l J s
" \JHIREAS, it is to the material advantnge of the party of the second part to effect this encroachment, aOd the party of the first part in the exercise of author-ity conferred upon it by statute, is willing to permit the cncro.:ichrncnt within the limits of the right of ~ay as indicated, subject to the conditions of this agree-ment;
NO\J, THIRIFORE, IT IS AGREED that the party of the first part hereby grants to the pa·rty of the second part the right and privilege to make this encroachment as sho~n 011 attacl1ed pla11 st1eet(s), specifications and special provisions which are mJle .'.I pHt hereof upon the following conditions, to wit:
ThA< th< ,a!4 ;,.re, ~1 u,, HCO"<I rort 1>1,.do an<I olollc~1c1 ht'"•~tl u lu~t•II .,nJ """l<>t•ln the cncro•chlog (•c.!IU1 In ,.,,.,h , . .r~ ~,.; ~,.,,.,., ••••••ll!l••• 1h,1 \l .,\\! no! 1 .. c«f,•«· .. 111, ,•r .. .,J,.,.~ .. , ,,-.,~1 "P"" ,.,.,.1 l.1~"""Y• ""' o~.,,.,ct nor lnlort<f•• "l•h 11« ~n•r~• -.,1nlcn,nc• ,11.,~.,f. to ,.,t.-bnr•" th• 1••rty of ct,., flrot v•n tor th~"""' lnc.,rroJ for ony «~>1r, ,H "-dnttn•/\CC to \to roadvny, •nd otructYrC••n•ccuary d"e to tho l/\1t,llotlon ~nd c•ltl•'"" of the !,ctf{t!u ef tho P••tY .,/ th• ,~c""'-' parl, ,,'4 II •I •ny tt.-1' lho p•rty of rh.-flr•I p.,r\ ,lull req.,lro the r< .. o~,I of or ct,,,.1<• b th~ luc>tlon of the u!d l,d\lt1u,·1 th,t tho uld porty of the ucond'9on btrod.-h!.Jo••H, ht, oucccuop •nd •tol&n•, to ~ro-,p:ly f"'<>"• or •ll<r ,1 .. uld f,ctlttlu, In ordor to confor. to lho ••Id uqulrc,.ent, '-'ltho<1t ••1 con to thr p,ny ol <h• !:rot ,,n.
n,,, 11\0 1,rlr »/ \~< •«""4 p,rt •ir••• to pro,,Ur durlnl conotructlon oud ony ,.,1,,cqwOf>l --,Lnt«uncc Pf<>P•• •l..i:"'• •"'-n•l llt~l•. fl•c~n ,,.d othor '"'"'"1 d,.,\cu !or ~he pruloctlon o/ tr•lllc: t" cunfo,-,~nce "'Lth th, !Heot "'""•,\ ,,,. 1,.,11.,r-. Tr.ti!< (.oniro\ Oc-.,1«• (<>r S«eu• •n,I !lt~I"'""" •nd ...,.~nd...,nt• or s.,p?l•'"•"" ,~uo•o. lnfo<-•llon ., lo ,~ •• ~.,~, ,,.1,. •nd ,,,,.\.110"• .._., b• ob"\nod {,_ tho Divlolo" t:n~lned or the-P•rfr of ,1,c (I,.,, .. ,. Th•\ the~"•! ol lh• .,conJ ?•ct hnoby •1<•00 to t"<lc,.,dfy on,I •••• hor,ol~•• Lh.-!'Arly ul 1••~ tlr•l P•tt 1ru~ •ll J ..... ,,., onJ <\d .. , C.•r d•~•r.-tlu• ...,., •ti.,~,'""""""' 11., ln•t•tL.,1\.,,. "'"' ............. .,<< .. t 11,1 .. ~""'"••<\.~,.,,. 11 I• el .. rlr ., ... \,r,\~'""1 by 11>0 r•rtr of th< occo...t P•rt th•I th• r•ny of lho ftr.t port viii"'""""" "o , .. r<>n-•1•11117 /.,r '"1 ,\o.,•c• ,~ .. , ""1 h< <•"••·J '" • .,ch f•cllltl•.•• "'ltl,l~ <l,c 1,1-.1,..,.,, rl(l•<• .,{ .,,, 11 .. ,,., In <•rrrlu~ owt It• con,,ructlo" ,,..1 ••,dn••'"•"<• ororo<to"•·
Th•t 1h• putr u( th• •o<o"d p•rc •~•co• to rulorc ,i\\ •re•• dt.uarb~J durt"g lnatallotlon ond .. •tnt<nonc• \o ihc ,11t,lot1lon of th,·OlwL•ton rn,tnur o( th• ,,ny of tlu flrot pan. Th.-party or tho ••co<><! p~r< •r.•«• to •••rd•• •••ry ru,ono\,\t rr,c.,,110n dYrLn1 conotructlon ind a.&Lnn,uncr to pru•,.nt crodlni·of aoll; 1llUnc or pollution of rtw,u, ur•a.o•. l,l,., ,.,,,...olr,, 01hcr '-'OCtr U,pound .... nta, 1ro<1nd •"rf•••• or otl-.cr propnty; or polJ.,tlon of th< ,lr, Thu, 1h,I\ b, co,,plioncc:,..11h •rpltc,l,I,._ r"h• 10\d r~,.,htlon1 of the Horth r.,rO:lln• OL.,t,lon or [nvlr<>-•nt•l x.,,..,,_,...en1. !<otth (,to\\"• $cdl~,ntot\co<\ Control c-,.\•1lo<10 •..J vlth oc.Jln,,,c•• ,,.J rc1••l•tlo"~ o! v•<lou• Co>u<>ll••• •wnlclp•ltt!u ond oth,, ol!tcl,\ •t•nclo, ulatln1 to pollution prn1ntl.011 •<14 co,.trol. 'Jhco ,nr 1Ml•!l•tlon or .... in«"•"" <>t•••llon dlot.,r\i• th• ,ro.,nd ourt,c, 1114 th• ••tutnr. crou"d c.,.,,r, tho parcy ol th, o,icol'Od ,.,, .,roe, u ,__,,,, ,n-1 <•1\•« t~• ,,.1 "' .,,1,.,...,,. , .. ,1o~ll,h 11-.. 1••0 ,...,,., ,., ~•' 11,, .,11,t-ctlo" ,., ll•• ui.t.1un l,•Jln•« or th, ,,n, or 1h, /lrH port.
Th,t ,h, t•••1 of ,~, uc.,o,d P•<t •1•••• to,,,.,_ lhc ,ct .. ,I cool of ony lnopcctlo11 of tl,c "or\ co .. ,w,,.J lo~, •••••••r"J br 11" n1.1,1,. .. l .. ~,.,,.,r uf •"• l""J ~t tho rlro1 r•rt,
I th,t ti•,• 1•••<• ••f 1!,, .,..,.,,.1 I"••••<••<•,., ~n, •••llolol.-,ol •••• ••...,••• .. .-1•1"~ •llc. •< •II 11~"• •h"I"• ~"''•l<wC-ll~". • .:..111 ~I <hi••&«~•~•" ol,,,..(n,: •-LJcnCo ol •,pro,,ol '-1 II•• pArlJ .,, lhc fl,.t l'•TI. tho ~•"1 .,/ ti•• U<ot part •••<~u •••• •••••< •• ••-• •II-••""-~•••• ••"•••• •I •<~•-•l ••-\,o •'--"•
rrovtdcd tl.o vor\ ..:onolneJ I:. thh •~r•c,..lftt It \,(lnl pcr(cH'"'(ol 011 a co..plo:tcd hl1hv,1 "P~II to Ir.Ute; Che port7 ~t II•• ,.,,.,,.1 t•r< ,.,, . .,, •~ ,1., "'"'~" n,,tlc• 1., '"• nt,l•Lon tnr.tnur ol 1h• p•rty o( 1i.c ltr•t r•rt ,,hen ,11 ... or~ c"<>l•ln"J ~•«lft h,o ~••" ,.,.,plctW, Uni••• .,.c111~.1IL7 r ......... ,eJ b7 the p•nr •f u .. tlrct p,n, .,,111,., no•lcc of I •-1•l•<lon o~ ,..~,~ on hl&h'-'•1 proJ•._c, .,...,,, con•cructloll vlll not bt rc'l"lud.
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Duane A. Knudson
Manager, Environmental Affairs Vice Chancellor For Finance & Business
TNSTRUCTJONS
h~en the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested by the corporation secretary or by the empowered city offi~ial, unless a waiver of corporate seal and attestation by tbe secretary or by the empo~ered City official is on file in the Raleigh office of the Ha11age~ of Right of Way. In the space provided in this agreement for execution, the name of the corporation or municipality shall be typed· above the name, and title of all persons signing the agreement should be typed directly below tl1eir signature.
\./hen the applicant is not a corporation, then his signature must be witnessed by one person. The address should be included in this agreement and the names of all persons signing the agreement should be typed directly below their sign3ture.
This 3greement must be JCCompanied, in the form of an attzichment, by plans or drawings sho~ing the following zipplicable information:
l. Al 1 roadways and ramps.
2. Right of ~ay lines and where applicable, the control of access lines .
3. Location of the proposed encroachment. ~-Length and type of encroachment.
S. Location by highway survey station number. If station number cannot be obtained, location should be shown by distance from !-0111c identifi:ible po1nt, sltch ;is :i britlr;e, ro:irl, intersection, etc. (To assist in preparation of the encroachment plan, the D<!p.1rtment's road1,,,1ay plans 111ay be seen at ~he v::irious Highway Division Offices, or at the RJ1eigh office.) O. l)r.:tinage structures or bridges if affectt:d by e11croc1ctune11t. 7. Typical section indicating the pavement design and width, and the slopes, widths and details for either a curb and gutter or a shoulder and ditch section, whichever is applicable. 8. KOrizontal alignment indicating general curve data, where appli-cable.
9. ve·rt.i'c~1 alignment indicated by percent grade, P.I. staticin and vertical curve length, where applicable. 10. Amount of tnJterial to be removed Jnd/or placed on NCDOT ~ight of ~ay, if applicable.
11. Cross-sections of all grading operations, indicating slope ratio ;i11d reference hy station where <1pplicable. 12. All pertinent draina2e structures proposed. Include all hydraulic d.ltJ, pipe sizes, structure dct.:iils .:ind other rel:itcd information. 13. Erosion and sediment control.
l~-Any special provisions or specifications as to t!te performance of the work or the method of construction that may be required by tlie Department must be show11· 011 a separat~ sheet attached to ~ncroJchment agreement provided th:it such inform.:ition c.:innot be sho~n on plans or drawings.
15. The Deµ.1rtme11t' s Division Engineer should be given notice by the applica11t prior to actual stJrti11g of i11stallation i11cluded i11 this agreement.
16. t1ethod of handling traf(il' duri11g co11sLruniv11 \,1lti.:1·i.: .ipplic~llle. 17. s~~1~ ~r 11!:i11s, 11ortt1 :1rrnw, 1•t1·
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Encroachment Special Provisions
I. Changes noted in red on the plans shall be incorporated into and made a part of the approved pem1it.
2. "'"' 1,ri) /t-1\ 1yi) Notify the City of Raleigh prior to starting work. i ~Qt{ G t\UJ? Q ~')~ ..k~
3.
' 1,,,\1• . '-~ ';\..o.k,.....,. (Jev,<f...• ,~ Strict compliance with the policies and Procedures for Accommodating Utilities on Highway Right of Way manual shall be required .
4. Any existing driveways that are damaged or disturbed during the installation of the proposed utility
shall be restored to their original condition.
5. Any pavement striping that is damaged or obliterated shall be restored. All pavement markings shall be thermoplastic.
6. The proposed monitoring well shall be placed a minimum of 10 feet from the edge of the travel lane.·
7. Well cap shall be flush mounted with the ground/pavement surface in areas within the clear
recovery area and the routine mowing boundaries, with the frame and cover designed for HS 20 loading.
8. This encroachment only covers the wells shown on the attached plan. Any additional wells at this
locaton shall require an encroachment revision.
9. All costs for adjustments at the proposed wells due to resurfacing or other highway construction
shall be the responsibility of the encroaching party.
10. Any contaminated soils encountered in construction as spoil from the well installation shall be
removed from the Right of Way prior to completion of the wells.
11. After the monitoring well(s) has served its intended purpose, the encroaching party shall fill the
well(s) in a manner approved by the Division of Environmental Management. Any above ground
obstructions shall also be removed from the Right of Way.
12. The encroacher is responsible for verifying all right of way. If the right of way was not obtained by
the fee simple method, it is the .responsibility of the encroacher to obtain permission from the
underlying property owner/ owners.
13. It shall be the responsibility of the Encroacher to determine the location of utilities within the
encroachment area prior to beginning work. The Encroacher shall be responsible for notifying other utility owners and providing protection and safeguards to prevent damage or interruption to existing
facilities and maintain accessibility to existing utilities. The encroacher shall be responsible for facilitating the relocation of all utilities mandated by the project.
14. Ar1y drainage structure disturbed or damaged shall be restored to its original condition as directed
by the District Engineer.
15. Ingress and egress shall be maintained to all businesses and dwellings at all times.
16. No parking or material storage shall be allowed along the shoulders of any NCDOT roadways.
17. All materials and workmanship shall conform to the N.C. Department of Transportation's Standards and Specifications Manuals.
ES l-40-03-0086 Poge2 of5
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18. All traffic control must conform to the latest edition of The Manual on Uniform Traffic Control Devices.
19. All Traffic signs moved shall be reinstalled as soon as possible to meet NCDOT specifications.
20. No lane closures shall be placed before 9:00 AM or after4:00 PM on weekdays.
21. Any work requiring equipment or personnel witl1in 5 feet of any travel lane shall require a full lane
closure with appropriate tapers.
22. Existing drainage patterns shall be mantained at all times throughout the proposed construction ..
23. Backfill material is to be placed at a maximum of 6 inch loose layers and each layer thoroughly
compacted.
24. Excavations adjacent to the roadway shall not be left open overnight.
25. Excavated material shall not be placed on the roadway at any time.
26. The Encroacher shall grade and re-seed all disturbed areas according to NCDOT Standards.
27. All embankment backfill shall be compacted to 95%density and all subgrade to 100% density in accordance with AASHTO T-99 as modified by NCDOT.
ES l-40-03-0086 Page 3 of 5
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Encro.achinent Standard Provisions
1. The pennittee shall notify all property owners within the project limits prior to beginning work
2. An executed copy of this encroachment agreement will be present at the construction site at all
times duriJ?.g construction. NCDOT reserves the right to stop all work unless evidence of approval
can be shown.
3. All materials and construction shall be in accordance with NCDOT standards and specifications,
including but not limited to, the NCDOT Standard Specifications for Roads and Structures 2002, the
NCDOT Roadway Standards Drawings, aod NCDOT Policies and Procedures for Accommodating
Utilities on Highway Rights of Way.
4. The traveling public shall be warned of construction with complete and proper signing and traffic
control devices in accordance with the current Manual on Uniform Traffic Devices (MUTCD). No
work shall be performed in the Right of Way unless this requirement is satisfied. NCDOT reserves
the right to require a written traffic control plan for encroachment operations.
5. NCDOT does not guarantee the Right of Way on this road, nor will it be responsible for any claim
for damages brought by any property owner by reason of the installation.
6. All Right of Way and easements necessary for construction and maintenance shall be dedicated to
NCDOT with proof of dedication furnished to the District Engineer prior to beginning work.
7. Two-way traffic shall be maintained at all times.
8. No laoe of traffic shall be closed or restricted before 9:00 a.m. or after 4:00 p.m ..
9. NCDOT reserves the right to further limit, restrict, or suspend operations within the Right of Way if,
in the opinion ofNCDOT, safety or traffic conditions warrant such action.
10. Toe Traffic Services Supervisor shall be notified at [phone] in Durham prior to beginning
work on the Right of Way if there are existing NCDOT signs, traffic signals, or signal equipment in
or near the proposed work zone. Costs to relocate, replace, or repair NCDOT signs, signals, or
associated equipment shall be the responsibility of the Encroacher.
11. All erosion control devices and measures shall be constructed, installed, maintained, and removed
by the Encroacher in accordance with all applicable Federal, State, and Local laws, regulations,
ordinances, aod policies. All earth_areas shall be regraded and seeded in accordance with NCDOT
Standards Specifications for Roads and Structures 1995. Seeding rates per acre shall be the
following:
Year Round Mixture: 50# Pensacola Bahia Grass; 50# KY 31 Tall Fescue; 5# Centipede; 500# 10-
20-20 Fertilizer; 4000# Limestone;
2: 1 Slopes Standard Mix: Use Year Round Mixture (Delete Centipede); Add 25# Sericea
Lespedeza;
If Using Crown Vetch on 2:1 Slope (September-May): Use Year Round Mixture; Add Crown
Vetch 15 lbs/Ac.; (Delete Centipede and Bahia)
12. When surface area in excess of one acre will be disturbed, the Encroacher shall submit a Sediment
and Erosion Control Plan which has been approved by the appropriate regulatory agency or
authority prior to beginning any work on the Right of Way. Failure to provide this information shall
be grounds for suspension of operations.
ES 1-40-03-0086 Page4of5
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13. Notify the District Engineer's Office at [phone], 4009 District Drive, Raleigh, North Carolina 27607, prior to beginning and after completion of work.
14. The District Engineer shall be notified in writing at 4009 District Drive, Raleigh, North Carolina 27607, upon completion of work associated with this agreement.
I 5. It shall be·the responsibility of the Encroacher to determine the location of oilier utilities within the encroachment area The Encroacher shall be responsible for notifying other utility owners and providing protection and safeguards to prevent damage or interruption to existing facilities and to maintain accessibility to existing utilities.
16. At the end of each working day, equipment shall be parked a minimum of 30 feet from the edge of any travel lan~ and be barricaded in order not to have any equipment obstruction within the clear recovery zone.
17. Any drainage structure disturbed or damaged shall be replaced to its original condition at the discretion of the District Engineer.
18. All earth areas disturbed shall be regraded and reseeded in accordance with Division of Highways Standards and Specifications.
19. The applicant is responsible for identifying project impacts to waters of the United States (wetlands, intermittent streams, perennial streams and ponds) located within the NCDOT right-of-way. The discharge of dredged or fill material into waters of the United States requires authorization from the United States Army Corps of Engineers (USACE) and certification from the North Carolina Division of Water Quality (NCDWQ). The applicant is required to obtain pertinent permits or certification from these regulatory agencies if construction of the project impacts waters of the United States within the NCDOT right-of-way. Additional information can be obtained by contacting the USACE or NCDWQ.
20. The applicant is responsible for avoiding impacts to federally protected species during project construction. Bald eagle, Michaux's sumac, smooth coneflower, dwarf wedgemussel, harperella, red-cockaded woodpecker and tar spinymussel are federally protected species that have been identified within NCDOT right-of-way in Durham, Person, Granville, Wake, Franklin, Vance, and Warren counties. Additional information can be obtained by contacting the North Carolina Natural Heritage Program or the United States Fish and Wildlife Services.
21. The applicant is responsible for complying with the Neuse and Tar-Pamlico Riparian Buffer Rule as regulated by the NCDWQ. The Rule regulate;; activity within a 50-foot buffer along perennial streams, intermittent streams and ponds. Additional information can be obtained by contacting the NCDWQ.
ES l-40-03-0086 Page 5 of 5
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EAST COAST
Environmental, P,A.
March 28, 2003
Mr. Scott Wheeler .
NC Department of Transportation
NC Division of Highways •.··
1575 Mail Service Cerite/
Raleigh, North Carolina :27699-15?5
Re: . Request for Authorization otEnc,oachment . , .•
Installation.ofiive gr:outidw~ter monitoring wells for:. r.
North Cawiina State\Jriiversity at·:; ·-,t•· \r -··. :,. '
Wade AveM1e Exte'iisi<iri . · ·. · . ·. \_,,:_·._'.'._~_:.·-.·. ;<'. . :")J\}<. .. '-Raieigh;,Yiake Cciµ'i\tyf'Nortli°(;:;.irolina · ·· '· ·.,c~.ii:.;e:/. , ,.
· ·.>:· · ... · · ,·,•·c:,• •·-.... , .. -.:. · .• .._._ ._... · •. ·:-\".I.li._:_~·.·:;_-_•.;.J_~_,_;_'.'..•.: __
1.·_-~.:_··•.::_,.; ___ ;_{,?_·:~--~-;_::'..;;:_•·-~-f:•_~.~.~-.-:·:_,_r.;.:_,_~-~.----,:_::i.'.-_ --i:
?e.ar Mr. w1;e:r'. jtilg;!:.\/xtf (.. . . . ~,.··t;.:· :'.:i;::.:;;io.: . )' . ;{ t?-. . Per our M;.iich . 27,~;!2P03fteleplioij.e conversation. I am retuming>thti{a\~cned -~ilcroachrn:enf >.-. Contract <fo "yoµ .iQ~~fdiii~Ji:i:'Dpti;fuiii{owriers signature cin the ;r.:9.ttb)tarZl,tna Deparfuient\if :·: Environfu~nt and':Nlhlra:f1R6's6uicef Groundwater Section GW-22M T◊rtu?$I'would 'apprecfaie, a • y~ur p~6fupt ai6riti.q,if't1{W(rnatte(~i the E)? A has set a deadline f9:{cqipp\~fism of:gr:oririd\Yiher' ·: ··:
. ass:;~t#ient :r!8°f¥;)}ai~btb'.~;fd fW~~e ~~bjec\?ft installations, : t~j?}~!(· -. . ·. i.: _· .... ·· ·'
Scott, we ,apprcciateiyoiir involvement and direction in this. inatter>:: ,:,Should y9u h_ave any g~i:stions; 'corrµiients, or require additional inform~tion or documen~tfbii:;ipleas,(feel frefto . contact ECE afyciur'earliest opportunity. , .::· . . .. '.•· ..
Cordiau;; . · E•• c,O,,E1f.7' P.A.
Thomas il(/1 L ·.
Project Manag¢r ..
\attachments': ' ' _,., ......
''· . '1 '· ·_;
3109 Junc.tlon Blvd.;-Ralelgh, NC _27603, [phone];. ,Fax (919) n2-0468 . . .. ,. . . . . -. ' . . . ·' . . . . " . . . ': .~ ' .
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February 25, 2003
Mi.·scott Wheeler.
EAST.COAST
Environmenfal, P.f\.
. NC D~partment of Transportation
NC Division of Highways ..
1575Mail Service Cente( . . · -{: Rale1gh, North Carolina 27699cl575
. R'.. ~E1~~£~f \i~\:~~it~~:0~Q{. ]t:1,1· Iit:>
. , , Raleigh, _W,ake C9_upty, North Carolina · : ,::_ _ .· ;:::-;•,·;.;{ ;_:'.:{ •;.':·\{, c:.,>_ · · '.:p~:~:~:·~1tr:: -ti/1\(-·::::-}~,: _· . --~'. •,:-, '· ··_:\:~~il;_,~j::."~tt!:t :_--:::.:-~
: Ea~t_ cciast_J·Jvirorµn~tal,:;1'.,\, (ECEfhas been ceintra;ted by1N8'rtlftar.t~~a~(fte University." ·'ci\0 (Nt;:_su)-' m -"orcler 'io-ip'stii[J; grouri\!waiei-inonitoririg ·wells as' p~:o'flii&~pg'o_Jp_g' gro~dwater:· ,_; :·. ccintamigaiit' in vespg~(jbµ-i:'e"sul tihg froIIl .'.the burial 9( laiiora:tor/YrJit6J-6 i:~~~.JJkciperty'lq~~teif,:· . ·:\:' • -.•.• -<J.!-.• :--_·;_··-·:;.__,, ___ :_-·-:.::~--·:t-•·· ·, .. •::-:·· -~ -.:• .. · . .. . :·.-•... ,,,.;,' .. ?,-;;:". ·--·;:-\:,.··•,· .... •:-·-.. · ,,., ··,: _:;_ -,, • rrruned_1_;irel y. squt[-i:,of;:t_li~·;Wade A venue., Extension, Si;:e F1gur¢f:-:J.';).Iid,'};;:fq(proposed welt.:·:~'.::' · locatigiif ·. Iiiforrri~tiqrl:alre~dy co1_lected :by NCSU rndicates that'.$.Jd7ci'ajiqvjiherc~n~anf if/JJ.
•_·. pl;B~/nay. i~f ~f:i.:;:e:tlt'.J~~•w1 pe.·Ar~ri!J,ef:J\~:~f n -~t'this·. loca£\§i~:.:t~:['}~:f ,·: ·_ ·)':_ ···••;_~ •. •I;:/~~ _TK~refore;:Jlµs c:orre~1S:onderice is being submitted by.!lCE oh behaL(\\ifVS,~.Q)is;areqll~Stbyc.;·/}di th·e . NCDOTffof a. right .of way . encroachment<:'igieement. for tli.e\:insta1iitiiihi oI '..fiv~/(5):t·::l/:t :giuud1~¥6(iii'qi\[o_ring weils 'alo~g the-Wade i.ve~~e:Exten~io~: Fo~{'.6J1¼:f{l§wtBajiiy>Jrij{\;J;:¥ '}~W~l'.4:P;,'¥\Vcl3tfr_MW -16D and MV("l 7D).will ~e completed at laii:d}~~.t;1~}\'i~irig?i\[fclit/J/? : drnm.~t<:r.:_stet,lfPYC·. qut,er casings that will protrude: approximately 2-fe~!:,i/:.B2-Y.~-;:.l~nd. surface_.;,.·~,'(;:· _· . Thesi:~iy.e1ls.,Y,iil\ i!-lso.oi·placed immediately adjacent to previously installeg;!}i.91µf~pn~-melif _af: ... :{:'f~ the 1ocatioris ind_icated' in ,attached Figures' I and 2. The fifth·monitoring·-,'y~U-,(M,/N-41,D) .WJlL :·::'. ,_-:. be' flush' fu;unted to land surface and locateli adjacent .to exi;ting "!ells M\v,1,!{'.iii(<lJvf'y('4II/{):_'\ • ' ' ·.' .. . • • •. .... ··_. _, ' ' .. • -~ .•,t• .-.. ·: ., •.. -·. . ' .• -·. ~ ~-. wit!j}n t_h~' divided·;nargiri p[WadeAvenue (See attached Figures 1 and 2)/::\y;l(:IL'¢_onstru:Ction'.;, .' .. ·• ,5r§5,:!.f: f~to,risfo(i11.1ye \ilfo are also attached. · · · j{:i:? > ' ·
~(Q)~'V:
,",,.
. \ ' . ··.. . .. . . . . .-... :·:: ··-.:_ . 3709 Jun.ction Blvd,, R;ilelgh, l'>JC 27-603. ·.
0
(~1 !,)) .1127p~~a,;_: Fa.~J9}9)}7:~;~468 ·
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As you will note, none of the proposed wells are to be located .in the paved area of Wade Avenue Extension. MW-41 D will be located close to the center of the median between the east and west bound traffic lanes and ECE believes that this well will take approximately one day to complete. Wells MW-12D, MW-13D, MW-16D and MW-17D. will take approximately two days each to complete and will be located approximately 110-feet south of the east bound._ lanes. Soil cuttings produced while installing the wells will be drummed and the drums transported to property owned by NCSU. . . . .
, . We have attached for your consideration: !) an original NCbOT form RfW 16.IA. with four copies; 2) one original and four copies of the North CarolinaDepartment cifEnv1ronment and . Natural Resources form GW-22M also for your signature; 3) monitoring well construction cross-sectioris; and A) site and monitoring well_ location maps .. Upon your approval please return one copy each of the encroachmrnt agreement and the NCDENR form tci llS for further pr9cessing. . . ' . .
• Scott, we appreciate your i~volveme.nt and direction in this matter. Should. you have any · questions, comments, or require additional information or documentation,. please feel free to contact ECE at your earliest opportunity. . .
. Co_rdially, . . . .
· East Coast lfnvironmental; P.A.
,'.ii~\~}' .....
. · ... :-.
. ·. 'iattai::~ents .· .
.xc: Project File.
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NOlffH C/\HOLIN/\ DE:PARTMl':NT OF SNVIRONMENT & N/\TUIU\L flliSOURCr:;s DIVISION OP W/\Tl::R QUALITY· GIWUNDW/\TEH SECTION APPLICATION f'OR PERMIT TO CONSTRUCT A MONITORING WELL SYSTEM
(Ploase Type or Print Clearly)
Date·. Mill:Ch 1 5 , 2003 County ----'-'=a_l-;~~~------
!n nccorcJance v,ith the provisions of Ar1ictc 7, C~.Jptcr 87, Gcncr.-::1 S!J!utcs al North Carolina and regulations pursuant lhcrcto, application is hereby mad~ for a permit lo construct moni1oring wells.
1. J✓amcol/ipplicant: North Carolina State University (Telephone: [phone])
/\ppl,can!'sl-AailingAddress: Campus Box 8007 Raleigh, IK 27695-8007
2. Name ol Properly Owner (ii diflerent Jrom Well Owner): NC Department of Transportation
Owner's tv\ailing Address: P_._o_._B_o_x __ 2_s_2_0_1 __ R_a_l_e_i_· _g_h_,_I_,c __ 2_7_6_1_1_-_s_2_0_1 ____________ _
3. Contact Person: Duane Knudson (Telephone: [phone])
4. Loca1ionolPropeny: DOT R/W @ SR1728 (Wade Ave.) at NCSU Lot 86 (near Trinity Rd.)
5. Reason Jo, I-Aoni;oring Well(s): Groundwater Assessment
{ex: nor.discharge permit requirements. suspe:.'.f::d con1amina:ion, environmental assessment, etc.) · 1 6. Type ol laciliiy or site for which the monitoring well(s) is needed: Super fund Site (Lot 8 6 NCS U) (ex: nondischarge facility, wasie disposal site, 12:ndfill, underground storage tank, etc.) I
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7. Type ol coniaminaiion being monitored (if applicable): S_o_l_v_e_n_t_s__,_,_l·l_e_t_a_l_s _______ ~--------(ex: nutrients, organics, heavy mete.ls, etc.)
8. Are any existing recovery wells associated with the monitoring well(s)? ___ N_O ___ _ If yes, how many? _N_/_A __ _
Recovery Well Construclion Permit No. ________ _
9. Distance lo a known waste or pollution source: :i:500 feet
10. Are any waler supply wells located less than 500 feet from the proposed moniloring wells? _N_O __ _
11. Well Contractor: f,/ L //\IC. -------'-.CCC.JC-'-~------
If yes, give distance: ____ feet
12. Well Contractor Certification #: Z 8 {,, f>
,...-13. Well Contractor's Address: ......1.l....:o=-7,__,<{.-'-'-~-"'-"'r;.-'----''"'5'..,_~-==k..O=..J....~,'-' _1-;....:0=-=t./,..:.~ __ c?_~ __ s..£,_AJ __ c_.;;.2__:_7_s-._z::c..._-1--,___ ___ _
PROPOSED MONITORING WELL CONSTRUCTION INFORMATiON
1. Total Number of Wells to be conslrucled: ___ ....:5'---; (A) Number to be compleled in bedmck? __ ~S ___ _
(8) Number to be completed in unconsolidated material? __ O'--;::====--------------------,
2. Estimated depth ol well(s):-....:1....:2~5=----feel
3. Gravel or sand pack interval (ii appropriate)
From 113 feetTo 125 lee!
4. Type ol casing used: _2_',..' _S_._S_t_e_e_l_(_i_· _n_n_e_r-'--) ___ _
(ex: PVC, ~tainless steel, galvanized sleet. etc.) **** 6'' PVC (outer)
FOR OFFICE USE ONLY PERMITTED ACTIVITY 1
U S.T. LEAK DETECTION
GROUNDWATER QUALITY STAN
ACTIVITIES
_ NOTICE OF NON-COM
UNPERMITTED FACILI ·
PERMIT NO.---ISSU 19 --5. Diameter ol casing: _ ., inches (inner)
1 ,l~N~C~ID:;E:'.:N~T_.:_#:_=:=========-------1 tr.nnlin11Arl nn RAvArnAl ..,_
GW-22M (REV 3/2000)
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6. Thid:noss of cosing: _O=--.c. • .c.1 ___ inch ct:
7. Hov, ·11ill lh•, wcll(s) be sccurccJ'I Locking Cap ~ TOC
and Fl.ush Mounted e. E~tirndtCcJ t,~ginning conslruction dale: /\pr.i 1 5, 2002
Steel or Aluminum Sl~11d Pipe,
Monilolr" Coi,er (1) wcell
9. Ectirn;,tcd comrlcti.on datc:___lap_c_i_l_3J)~-2.D.D·__,__ _________________ _
ADDITIOr>JAL INFORMATION
1. /1 TT /-.CH A SITE IA/\P SHOWII..JG THE LOCATIOI-IS Or THE FOi.LOWiNG:
I -PROPOSED MONITORING WELL{S)
2 -/,LL EXISTING MONITORING AND RECOVERY WELLS OR TEST BORINGS WITH THE PROPERTY 80Ui'JOARY
3 -e.LL WATER SUPPLY WELLS WITHIN 500 FE!::T OF THE WASTE SOURCES
l -AT LEAST TWO REFERENCE POINTS {NJMEcRi:D ROl,DS, 11\JTERSECTIONS, STREAMS, ETC)
2. PROVIDic A WELL CONSTRUCTION DIAGRAM Oc' E/..CH WE'.L SHOWING DIAMETER, ESTIMATED DEPTH, SCRE':N INTEfWALS, SANO/GRAVEL PACKS, TYPE Oc CASli!G !.!AERIAL, C,',,Slis/G WALL THICKNESS, WELL HEAD COl!,PLi:TION DETAILS, ETC.)
The Applicant hereby agrees the prooosed well(s) will be constructed in accordance with approved specifications and conditions of lhe Well Construction Permit as regulated under the Well Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C) and accepts full responsibility for compliance with these rules.
n
&,AA(0M 1 · v<T "'~~ Signature of Applifant or Agent
Manager, Environmental Health & Safety, NC State University Ti::e (if applicable)
If the property is owned by someone other than the applicant, the property owner hereby consents to allow the applicant to construct monitoring wells as outlined in this application and that ii shall be the responsibility of the applicant to ensure that these monitoring wells conform to the Well Construction Standar Title 15A North Carolina Administrative Code, Subchapter 2C).
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Slee/ o, Aluminum LockotJ/c Slondln9 Well
SuRrAC[ GRAD[
+
+
,. Native
+ +
+ -+
+ ,.
+
+
+ + -+ +
+
+ +
+
+ +
+
+ +
+
' +
+
+
+
+
N
PONSE
&
EMEDIATION
lll61 NC lli"'way 9(1
Z(l,..1.,n, NC 2HY7
,., •• ...,,_,"" f••:1t1•1,.,.JJ~
➔
+
➔
Soils
+ +
+
+ +
-,.
+ +
+ ---+
+ +
+
+ +
+ +
+
+ +
+
+ +
+
Co:;c
2· Lockfn? Wcfl Cap
J Concrete Crou{
/ ·-1 ..
t1 tJ
f, rj ➔
+!; tr ' + + 1,. :!{ + f 1-1: r, +
+ ,., ·.!'1 + + l tJ ➔ + JI
' 1, ij.. "'"S-
➔ tj ~~ + l + +
+ r, -+ + f ~➔-t . C
+ I . . {; +
I q + .: £, n + -0:-+. .,J. -+ {i l: T "" C,
1~·-. !~ & C,· -~1; -!--,, Cl 1'· r• "b ;-"' ii Jj + C " ', l~ ti -. ~ .. • Q -Jr .§ + &
_,
" T f :-~< + Cl J " ~+
t + ~ ~ + i,j "'. -'-, ;~ + + ")
+~ YI+ + '.':' + ;(J + + + . ~~:
'~ + + + + T # :-'J + + + +~ •·.~ + -+ ,1 + + + + ~ Ji+ + + ➔j !i + + + t· '~ + + + tf' + + ,,, :~ + + + + + +
+
DA rr.· 02/07 /OJ
DIUttN: KBB
R[HC'ttfD.' mw
SCAf..£: Not To Seo/•
fJLCNAJ,/C ~ w..r L~tW•
+ + ,
+
+
+ +
+ + + +
+
PVC tJu/c}--CaSing
+
+
+
+
'
+
+
+
+
+
+
+
+
+
+ + +
-,. +
+ + + +
+
+
f.'otive S011s
+
+ + + --+ + +
+ + + + + +
+ + + + + + --+ + + ➔ -+ +
+ + +
+ + +
+ + +
+ + + + + +
+ -+ + +
+ + +
+ + ➔
+ +
FIGURE 1 ·
Proposed Type Ill Monitoring Well
Construction Detail MW-120
North Carolina Department of Transportation Righi of Way
Wade Avenue Extension Ra!eiah. Wnk.--r,..,,,,..1.. ,.,_ .. >h ,... ____ ,:_ -
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5/ccl or Aluminum
Locko/Jlc Slondlng Well Co::o
SURFAC[ GRAD[
+ t
+ +
+ Native Soils
+
-,-+
+
+
+
+
+ +
+ + +
..,. + +
+ + + +
+ +
+ +
+ .!. +
+ +
+ +
N
'ONSE . . &
£MEDIATION
l]HI NCllith,.·•y%
Zcbuto.1. NC 21~91
1•1•1"'6•1.IOO rn•lfltl.14,),JI)<•
/2~ Lockln9 Ylc/1 Cop
l Concrete Crout
t
+
+ +
t
+
+
+
+
+
+
+
+
+
+
+
+
DA.TE· 0Z/07/oJ
DRAKN: KBB
RC'Vf£ttr:o: mw
SCA.LC: Not To Scoh,
PROXCr I,:
+
+ +
+ +
+ + +
+ + +
FIGURE 7
Proposed Type Ill Monitoring Well
Construe/ion Detail MW-13D
North Carolina Depor/men t of Tronspor/olion Righi of Woy
Wode Avenue Extension
Raleigh, Wake Coun Iv Nnrlh 'r.nrnllnn
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·1
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Steel or Aluminum
lockable Siondln9 Wclf Co:;c
SURFACE GRADE
t
+
t
+
' tlo/ive
'
+
+
+
+
+
+
+
+
+
+
+
N
'ONSE
& EMl<:DIATION
1 llttol NC llijh•uy ~
i' .. .:1 ... 1..,,. N{" !HO
(ftt1 )IJt, 1."V fo-, l'lft _,.)._Jl)O
+
+
+
+
+
+
+
+
+
+
+ •
+
+
+
+
t
;
+
Soil:;
+
+
+
+
+
+
+
+ +
+
+ +
+
+
+
+ +
+ +
+
2-locking Wcfl Cop_
Concrc(c Crou/
+
+
t
;·
+
+
+
+
+
+
+
+
DA TE': 02/07/0J
ORM+N: KBB
RCttCK'CD: mw
SCA.LC: Not To Scola
PRO.ccr ~
+ +
+
+ + +
+ + + +
+
Well Scrun
FIGURE 1
Proposed Type Ill Monitoring Well
Construe/ion Detail MW-17D
North Carolina Deparlmen I of
Transportation Right of Way
Wade Avenue Extension .
Ra/eigh, Wake Counfv. Nnrlh r.nrnlinn
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SURll,C[ CP.A[J[
+
+
f +
+
+ f +
f + + Nati'-"'.: Soils· f f + + + +
+ + +.
+ + + + + +
" 7 + +
+ + +
t + + + + + ., ~+ + + '" ~ +
+ & 0 + .§ + + ,ci ;;; +.
+ 7 2 ~ + + ➔~ "' +·
' + + '.:< + + + + + + + + +· + + + + + ..
t + + + + + + + + + + +
7 + + +
7 + + + + + + +· + + + + + +
2· Lockin9 Well Car,
Concrclo Crout
+
+ +
+
+ + t
+
+ -'< + u 0 +{; u "' +~ l✓otivc Soils
+C:C C, + 0. C,
(J -+ t + Cl + + " u + + +o + + 7 i + + +
+cJ + + +
+ + +
+ + + +
+ +
+ + + +
+ + + + + + +
+ + + + + + +
+ + + + + + + + + + + +
+ + + +
+ + +
+ + +
• ~ s;;;;;,};;,';%
2• Stainless Steel Riser
I Uhl NC Hi,1,woy ,1,.
7.ch.,1,,.,. NC ! 1.\9 •
,~••1.M,o,.111•• r ... 1•11, ..... ,, .. ,
/////////~
Benlonite %of 1/J e;»d
2· Stainless Steel Slotted ~ Well Screen
ORA.ltN: KBO
RC\.tOtfD: rRW
SCAI..C: Nol To Seo/-
~(Q)[pW
FIGURE 1
Proposed Type II Monitoring Well
Cons/ruction Detail MW-410
North Carolina Depart men I of
Transportation Righi of Way
Wade Avenue Extension
Raleigh, Wake County. North Carolina
----
N
PONSE
EMEitlATION
,1 ... ,...:, ... -, ..
~·-1-..-:cmn
-
""""""
---- -
0 ( rl s r.·
FIGURE I
Proposed Monitoring Well Locations
North Carolina Deporlmen t of
Transportation Righ l of Woy
Wada Avenue Extension
----
J:lQI£5_;
1. Sito mop bose:d on ,urvoy drawings "Well
end Feoluro LocoUons", dolod Jv/y 29, 1997;
"Roc;1d Locotion end Drill Position Locotion"
doled November 18, 1997: end "Monitor Well
?~~~Headwall. ~cot!o~. ~op" doled August -4,
-
( tJ s ( ,
- ---
----------,
}(i.,-,,, 11
llii.£!iO
l,(',1/}J + U'i1\ini; .'.lonitorinq Well Locction
Pro;')o,cd + Propo,e1 l.fonilorin9 Well Location
fenced Nee
(dqe or Wooded Nee
SC>J..£: 1 • -so·
' '
- ---- -- - -- - -------
.-----------,--------------------------------------··-----····.
t
NO·::'! Cc-, .. -:.:: ::~o.:::!.,-~. :ii ACll"'"''''t:ilion
;>-;:-1.
•!..-';'""
~ "'"'
~ ::::: ,.._
"~'::::: .... l,Jl(J 1'111 _, :::_ -· ,.--r---••.,,.
-------
.. ,,, ~ ..,._
PONSE ...,...,,,
EMEt'IATION = ·-·--=·--, .. " z-.-i:nm
.lli.E!ill
l.lWJJ
4-[~i,tinq Uonitorin,; Wei/ Locotior,
PropoHd .,,,,,,,, FIGURE 2 4 Propo,~d Uoniloring Woll Loco!ion
~ Proposed Monitoring Well Loco lion ~· North Corolino Sia/" Deporlmcnl of
,.., ,. Scvl. Transpor/a/lOII Rlghf of Way
Wodo Avenvo £xlen,lan
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WELL CONSTRUCTION RECORD
North Carolina -Department of Environment and Natural Resources -Division of Water Quality -Groundwater Section
WELL CONTRACTOR (INDIVIDUAL) NAME (prloc)_L_eo_H_. _C_ha_rbon __ nea_u___________ CTRTIFICA TION #~
WELL CONTRACTOR COMP-ANY NAME _J_&_L_D_n_l1i~._ln_c_. _______________ PHONE # ( 919) 989-8856
ST ATE WELL CONSTR~cnoN PERMIT# ~W~M~0~500=5~1~1 ____ ~,.\SSOClATI.D WQ P£RMriN ----------(if applicable) (if applicable)
I. WELL USE (Oieck Applicable Box): Residential □ Municipal/Public □ Industrial □ Agricu!turnl □ Monitoring 111 Recovery O Heat Pump Water Injection O Other D If Other, List Usc.~Mcc_ .:cWc._•1:.:20=-------
2. WELL LOCATION:
Nearest Town:_Ra_le_;=gh ______ Cowity_W_ak_a ___ _
Wada Avenue Ext&0slon (Near Edwards Mill Road}
(Sm:ct NllIIlc, Nurnl:x:rs. Community, Sobdivision, Lex No., Zip Code)
3. OWNER: NC State University, Ef'Mroomental Hoalth & Safoty Ctr.
Address Campus Box 8007
(Street er Roote No.)
Raleigh NC 27695-8007
City or Town State Zip Code
(~-515-6859
Area code-Phone number
4. DATE DR1LLED_05~/08~/0_3 ___ _
5. TOTAL DEPTH:_10_7'_bl_s ____ _
6. DOES WELL REPLACE EXISTING WELL? YES □ NO @
7. STATIC WATER LEVEL Below Top of Casing: --,.--•Ff.
(Use .. r" if Abovt: T6p of Casing)
8. TOP OF CASING IS -0.s Ff. Above Land Surface• --Top of cu[ng terminated at/or bdow la.ad ,urface requires a
,·1.ria.11cc In a.ccorda.ntt with 15A NCAC 2C .0118. 9. YIELD (gprn): ___ METHOD OF TEST ____ _ 10. WATER ZONES (depth): ___________ _
11. DISINFECTION: Type ______ Amount ____ _
12. CASING: Wall Thickness
Depth Diameter or Weight/FL Material
S. Steel
·PVC
F~ To 97.o Ft. 2" Sch 40
From -0.5 To 90.o Ft. •· Sch 40
Fro,.,,__ ___ To. ___ Ft. __ _
13. GROUT: Depth
F~ To 95.o
Material
Ft. Beritonite
Method
Poured
Topographic/Land setting □Ridge □Slope □Valley ~at
(check appropriate box)
Latitude/longitude of well location
( dcgroc.vminute:s/sccond.s)
Latitude/longitude soun:e:□GPS□Topographic map
(chocl: box)
filITl:! DRILLING LOG
Formation Description
Brown & Gray, Fine Sandy,
Clayey SILT
Frorii
0.0
82
90
To
82
90
107
Weathered to Competent
ROCK
BEDROCK
LOCATION SKETCH
Show direction and distance in miles from at least ·
two State Roads or-County Roads. Include the road.
numbers and common road names.
From -0.5 To 90.0 FL Neat Cement -'P-'ou=re~d __ _
14. SCREEN: Depth Diameter Slot Size Material From 97.0 To 107.0 Ft:_2 __ m. --9..:.!Q._ in. Stainless Steel:
From ___ To. ___ Ft. ___ m.
lil. ----I 5. SAND/GRAVEL PACI<c
Depth
From 95.0 To 107 .o
Sm:
Ft. #2
Material
Well Sand From ____ To ___ FL _________ _
16. REMARKS: Type II ()<,tar Casmg (PVC) to 90' . Inner Cas;ng Slaulless Steel
+MW-120
{Newly lnstafled)
IIW-12 (Existing)++
MW-121 (Existing)
Submit the original to the Division of Water Quality, Groundwater Section., 1636 Mall Service Center-Rakfgh, NC 27699-1636 Phone No. [phone], within 30 days. GW-1 REV. 07/2001
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WELL CONSTRUCTION RECORD
North Carolina -Department of Environment and Nattrral Resources -Division of Water Quality -Groundwater Section
WELL CONTRACTOR (IND MDU AL) NAME (prbt)~L~oo~H'-._C_ha_rboo __ ne=a_u__________ CTRTIFlCA TION #~
WELL CONTRACTOR COMPANY NAME .cJ.c&L=D'-nl"-ing=. c.ln-"c'-. _______________ PHONE # { 919) 989-8856
STATE WELL CONSTRUCTION P~# -'WM=0500==51~1~----ASSOCIATED WQ PERMIT# _________ _ (if applicable) (if applicable)
I. WELL USE (Check Applicable £lox): Residential D Mtmicipal/Public D Industrial D Agricultural D Monitoring Kl Recovery D Heat Pump Water Injection O Other D IfOther, List Use-'M'-W'-'--1"3~D ______ _
2. WELL LOCATION:
Nearest Town:._cRc:"::."'.:c;;,gh-'----_____ County_W_ak_e ___ _
Wade Avenue Extension (Nsar Edwards Mill Road)
(Street Name, Numbcn, Canmwiity, Subdivision, U)( No., Zip Code)
). OWNER: NC State Urttversity, Environmental Health & Safety Ctr.
Address Campus Box 8007
Raleigh
(Street er Rome Na. )
NC
City or Town
~-515-6859
Arca co.:lc-Phone numba
27695-8007
Zip Cooc
4. DATE DR!LLED_0=5'-'/0='ll0=3 ___ _
5. TOTAL DEPTH:_100'-"-'.o_· b_ts ___ _
6. DOES WELL REPLACE EXISTING WELL? YES D NO ll:l
7. ST AT[C WATER LEVEL Below Top of Casing: ---~FT.
(Use y+.~ if Above Top of Casing)
8. TOP OF CASJJ-IG IS -0.5 FT. Above Land Surface• .,-oP of casing terminated at/or below Land rorfacc requires a
variance in a.ccon:l.a.nce with 15A NCAC 2C .OU&.
Topographic/Land setting
□Ridge □Slope □Valley jl(Flat
(check appropriate box)
Latitude/longitude o°fwell location·
(dcgrcc;lminutes/scconds)
Latitude/longitude source:DGPSOTopographic map
(check box)
DEPTH DRILLlNG LOG
From To Formation Description
0.0 70 Brown & Gray, Fine Sandt,
· Clayey SILT
70 79 Weathered ROCK
79 100 Com~tent ROCK
9, YIELD (gpm): ____ METHOD OF TEST _____________ _
10. WATER ZONES (depth): ___________ --~---
LOCATION SKETCH
11. DISINFECTION: Type
12. CASING:
Depth Diameter
Amollllt
Wall Thickness
or Weight/Ft. Material
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
nwnbers and common road names. From -0.5 To 90.0 Ft_ 2" Sch 40 PVC
From To Ft.
From To Ft.
13. GROUT: Depth Material Method From 82.0 To 85.0 Ft. Ben tonile Poured
From -0.5 To 82.0 FL Neat Cement Poured
14. SCREEN: Depth Diameter
From 90.0 To 100.0 FL_2 __ in.
From To Ft. ___ m.
15. SAND/GRAVEL PACK:
Depth Size
From 85.0 To 100.0 Ft. #2
Slot Size
0.10 in.
in.
Material
Well Sand
l\iiatcrial
Stnbiless s:t.,o1·
From, ____ To. ___ FL _________ _
16. REMARKS: Wat. o!ib'IPk':ff /~,,-gp # 71//JE 2g W£Li:1 A-SA-TY/"~ :zr weu..
/.IW-13{) + {No>vfy Installed}
+MW-13 {Exfaling}
l DO HEREBY CERTIFY THAT THISWELL WAS CONSTRUCTED IN ACCORDANCE WlTH 15A NCAC 2C, WELL CONSTRUCrION STANDARDS, AND THAT COPY OF THIS RECORD HAS EN PROVIDED TO THE WE L 0
SI
ER
Submit lhe original to the Division of Water Quality, Groundwater Section, !636 Mall Servlce Ccnr.r. lblclgh, NC 27699-1636 l'hoac No. (919) 733,3221, within 30 days. GW-1 REV. 07/200 I
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WELL CONSTRUCTION RECORD
North Carolina -Department of Environment and Natural Resources -Dlvision ofWa~ Quality -Groundwater Section
WELL CONTRACTOR (INDMDUAL) NAME (prfot)..:Lc:eo-'-'-H'-. ..=C...chaccrt,on='-"""=u'------------CERTIFJCA TION II 2865
WELL.CONTRACTOR COMPANY NAME _J_&_L_D_ri_llin~._ln_c_. _______________ PHONE # [phone]
STATE V/£LL CONSTRUCTION P'£RMlT# ~W~M~05=00=51~1~---~ASSOCIATED WQ PERMIT# _________ _ (if applicable) (ifapplicabk)
I. WELL USE (Check Applicable Box): Residential O Municipal/Public O Industrial O Agricultural D Monitoring Kl Recovery O Heat Pump Water Injection O Other O lfOther, List Use._M_W_-1_60 ______ _
2. WELL LOCATION:
Nearest Town:_RB_le_ig~h ______ County_W_ek_e ___ _
Wada Avenue Extonsion (Near Edwards Mill Road)
(~ Name, Numbcn, Canmunity, Sobdivision, Lot No., Zip Code)
3. OWNER: NC State Urtiversity, Environmental Health & Safety Ctr.
Address Campus Box 8007
(Street er Roule No.)
Raleigh NC 27695-S007
City or Town
(~-515-6859
Area code-Phone numba
S..<c Zip_Code
4. DATE DRJLLED_0_5~11_2/0_3 ____ _
5. TOTAL DEPTH:_90_.o_· bis ____ _
6. DOES WELL REPLACE EXISTING WELL? YES O NO RI
7. STATIC WATER LEVEL Below Top of Casing-. ---~FT.
(Use .. + .. if Above Top of Casing)
8. TOP OF CASING IS -0.5 FT. Above Land Surface'
"'Top of aslng terminated at/or bdotr b.nd sarbcc rcqaiies a
vub.ncc i.n accordana: with JSA NCAC 2C ,011&. 9. YIELD (gpm): ___ METHOD OF TEST ____ _
Topographic/Land setting □Ridge □Slope □Valley ~Flat
(chcclc. aPPfOpriatc box)
Latitude/longitude of well location
(dcg,=/minwd,a:onci,)
Latitude/longitude source:OGPS□Topographic map
(chcclc. box)
DEPTH DRILLING LOG
From
0.0
78
To
78
90
Formation Description
Brown & Gray, Frne Sandy
Clayey S!L T
Wealherad ROCK to Bedrock.
IO. WATER ZONES (depth): __________________ _
11. DISINFECTION: Type. ______ Amount ____ _
12. CASING: Wall Thickness
Depth Diameter
From -0.5 To 80.0 Ft. Z-
From -0.5 To 78.o Ft. 4•
From. ___ To. ___ Ft. ___ _
I 3. GROUT: Depth
From -0.5 To 73.0
From 73.0. To 78.0
Material
Ft. Neat Cement
Ft. Bentonite
or Weight/Ft.
Sch40
Sch40
Material
St. Steel
PVC
Method
Poored
Poored
14. SCREEN: Depth Diameter
Ft._2 __ in.
Slot Size Material From 80.0 To 90.0
From ___ To ___ Ft. ___ in.
I 5. SAi'ID/GRA VEL PACK:
Depth
From 78.0 To 90.0
Size
Ft. #2
-2:!Q_ in. StaW'lless Steel.
in.----
Material
Well Sand From ____ To ___ Ft. ___________ _
16. REMARKS: T pe Ill Well
LOCATION SK.ETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the. road
numbers and common road names.
t + MW-160 (Newly Installed}
MW-16,++MW-161
(Ex,Sl,ng} (Ex;sung}
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH !SA NCAC 2C, WELL CONSTRUCTION STANDARDS, ANDT TA COPY OF THJlµJEq~)"HAS BEEN PROVIDED TO rue LL O ER
_y-_C?/,
WELL DATE
Submit the orlgl1U1I to the Division of Water Quality, Groundwater Section, 1636 Mall S.rv\c, Center-Raleigh, NC 27699-1636 Phone No. [phone], within 30 days. GW-1 REV. 07/2001
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WELL CONSTRUCTION RECORD
North Carolina -Department of Environment and Natural Resources -Division of Water Quality -Groundwater Section
WELL CONTRACTOR (INDMDUAL) NAME (print)_L_eo_H_. _C_ha_mon __ ne_a_u__________ CERTIFICATION#~
WELL CONTRACTOR COMPANY NAME ,cJ-=&-=L-=D-=rl_lli-=•-=ln'-'c-=. _______________ PHONE # [phone]
ST A TE WELL CONSTRUcnON PERMIT# ~W~M=05~00=5-=11~---~ASSOCIA ITD WQ PERMIT# _________ _ (ifngpticablc) (if applicable)
I. WELL USE (Check Applicable Box): Residential □ Municipal/Public □ Industrial O Agricultural 0 Monitoring Kl Recovery D Heat Pump Water injection D Other D If Other, List Use-=M-=W-=-=-1~7D~------
2. WELL LOCATION:
Nearest To\.VD:_Ra-=le-=l.,_ghc..... ______ County_W=a'-=•~---
Wede Avenue Extension (Noar Edwards Mill Road)
{Stred Nmlc., Numbcn., Canmon.ity, Subdivision, Lot No., Zip Code)
3. OWNER: NC State University, Environmental Heatth & Safety Ctr.
Address Campus Box 8007
Raleigh
(Street er RDotc No.)
NC
City or Town
(~-515-6859
AR;a code-Phone nwnbcr
27695-8007
Zip Code
4. DATE DRILLED_Oc,Sccl1cc3/03=-----
5. TOTAL DEPTH:._100~.o_· b_ls ____ _
6. DOES WELL REPLACE EXISTING WELL? YES □ NO 0
7. STATIC WATER LEVEL Below Top of Casing: ____ Fr.
(Use .. +-if Above Top ofCesing)
8. TOP OF CASING IS -0.5 FT. Above Land Surface'
"Top of oslng terminated at/or bdo-w b.nd ,nrfJ,ct requires a
va..rb.ne:c in accorda.n« with ISA NCAC 2C .011&.
9. YIELD (gpm): ___ METHOD OF TEST ____ _ 10. WATER ZONES (depth): __________ _
11. DISINFECTION: Type~-----Amount ____ _
12. CASING: Wall Thickness
Depth
From -0.5 To 105.0
From -0.5 To 90.0
From To
13. GROUT: Depth
From 87.0 To 93.o
Diameter
Ft. 2"
Ft 4"
Ft. ___ _
Material
Ft. Bootooite
or Weight/Ft.
Sct,40
Sct,40
Material
St. Steel
PVC
Method
Poured
From -0.5 To 87.o FL Neat Cement Poumd
14. SCREEN:
From 95.0
Depth
To 105.0
Oiaroeter
Ft_2 __ in.
From ___ To, ___ Ft ___ in.
15. SAND/GRAVELPACK:
Depth Siu
From 93.0 To 105.0 Ft. IQ,
Slot Size Material
--2:!Q_ in. Stainlc:= Ste-(M
in.----
Material
Well Sand From ____ To ___ Ft ___________ _
Topographic/Land setting □Ridge □Slope □Valley W7at
(chcd appropriate box)
Latitude/longitude ofwell loeation
(deg,=hnmntc,/sccond<)
Latitude/longitude sourc:e:OGPSOTopographic map
(chcdc box)
DEPTH . DRILLING LOG
From
0,0
72
90
To
72
90
109
Formation Description
Bro'Nll & Gray. Fine Silty
Clayey SAND
Weathered ROCK to Bedrock
BEDROCK
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or Cotmty Roads. Include the road
numbers and common road names.
+ MW-170 {Newly Installed)
1,111'--17 + (ExfaUng) +MW--llf (Existing) 16. REMARKS:..cT=c.cl.c.tt..:.W'-'e"-n ______________________________ _
l DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH ! SA NCAC 2C, WELL CONSTRUCTION STANDARDS, AN.:2" A COPY OF THIS RECZEN PROVIDED T0/4=WNER ~ ~---==-,,,....--5-;~ /~ sfl'iNATURE OFPERS CONSTRUCTING TIIE WELL 7 DATE
Submit the original to the Division of Waier Quality, Groundwater Section, 1636 Mall Service Center-!Weigh, NC 27699-1636 Pbooe No. [phone]. within 30 days. GW-1 REV. 07/2001
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WELL CONSTRUCTION RECORD
North Carolina -Department of Environment and Natural RcsoLrrCCs -Division of Water Quality -Groundwater Section-
W£LL CONTRACTOR (IND MDU AL) NAME (prlnl) loo H. Cherboor.eau CERTIFICATION #~
WELL CONTRACTOR COMPANY NAME ~Jc,&:,:lc:D:::ri::,:lli::n,c,_:lnc,cc_. _______________ P'llONE # ( 919) 989-8856
ST ATE WELL CONSTRUCilON PE.RMITI# _,W°"M=0500,=c<5.c11'-----~ASS<X:1A T£D WQ PERMIT# __________ _ (if'applicable) (if applicable)
I, WELL USE (Cncck Applicable !lox)·. Residential D Municipal/Public O Industrial O Agricultural D Monitoring Kl Recovery D Heat Pump Water Injection D Other D lfOtlicr, List Usc,..cM=W'---4.:,1c,Dc__ _____ _
2. WELL LOCATION:
Nearest Town: Raleigh County_W_ak_e ___ _
Wode A'w'0nue Extension (Near Edwards Mill Road}
(Street Name. Nurnbcrs, Canmanrty, Subdivision, Lot No., Zip Code)
J. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
Raleigh
(Street oc Route No.)
NC
City or Town
(~-515-6859
Area code-Phone numba:
&ale
27695-8007
Zip Code
4. DATE DRILLED_05~/1~4/03=-----
5. TOTAL DEPTH:_cc90cc.O'c..=;bls=------
6. DOES WELL REPLACE EXISTING WELL? YES D NO Ill
7. STATIC WATER LEVEL Below Top of Casing: ____ .FT.
(Use .. +., if Above Top of Casing)
8. TOP OF CASING IS .,.-0_._s ___ FT. Above Land Surfuce'
c'fop of casing tennlnatcd at/or bdol't' land snrface requires a
variucc in accordan« Tt"ltb l~A NCAC 2C .0118.
9. YIELD (gpm): ___ METHOD OF TEST ____ _
10. WATER ZONES (depth): ___________ _
11. DISINFECTION: TYJX; ______ Amount ____ _
I 2. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material From -0.5 To 80.0 FL Z' Sch 40 PVC From ___ To FL ___ _
From ___ To Ft ___ _
13. GROUT: Depth
From 74.0 To 79.0
Material
Ft Bentonite
Method
Poured
Topographic/Land setting
□Ridge m'.Slope □Valley □Flat
{ ckcbpproprialc box) .
Latitude/longitude of well location
( dcg=,/min=,/""""'1<)
Latitude/longitude soun:e:DGPSOTopographic map
( chccl:: box)
DEPTH . DRILLING LOG
From To Formation Description
0.0 72 Brown & Grar, Fine Sand}'.,
Clayey SILT
72 90 Weathered to Competent
ROCK
LOCATION SKETCH
Sbow direction and distance in miles from at least
two State ·Roads orCounty Roads. Include the road
numbers and connnon road names.
--:-7
F~ To 74.0 Ft ·Neat Cement Triminied
14. SCREEN: Depth Diameter
From 80.0 To 90.0 Ft_2 __ in.
From ___ To ___ Ft ___ in.
Slot Size
~in.
in.
Material
Stanlefl &eel
+ (Newly Installed)~
-...__,MW-41 + ~ (Existing)--:!__ MW-41! 0£ 4 tt;
15. SAND/GRAVEL PACK:
Depth
From 79.0 To 90.0
Size
Ft #2
Material
Well Sand From ____ T.o ___ Ft ___________ _
16. REMARKS: 7Yf7€ ff WEU-
(Existing) IVu., E:: .
-<'1<-IV.s;,O,y
I 00 HEREBY CERTIFYT!lATTIIIS WELL WAS CONSTRUCTED IN ACC RDANCE WITH l5ANCAC2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THlS RECOR!).flJ'-5. BEEN PROVIDED TO THE LL ER
...:»:
LL
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mall S.ma: Center-!Weigh, NC 276n.t636 Pbone No. [phone], within 30 days. GW-1 REV. 07/2001
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WELL CONSTRUCTION RECORD
North Carolina -Department of Environment and Natural Resources -Division of Water Quality• Grotmdwater Section
.WELL CONTRACfOR (INDMDUAL) NAME (print) loo H. Charbonneau CERTIFJCATION #~
WELL CONTRAC'fOR COMJ>ANY NAME _J_&_L_D_rl_lli_ng~,~ln_c_. _______________ PHONE # ( 919) 989~8856
ST AT£ WELL CONSTRUCTION PERMJT# _,W.cM=05,c00=5.c10e._ ____ JASSOCIAITD WQ PERMIT# __________ _ {ifagglicablc) (if3j'plicabk)
I. WELL USE (Check Applicable Box): Residential O Municipal/Public O Industrial O Agricultural D Monitoring Kl Recovery O Heat Pwnp Water Injection D Other D If Other, List Use_M_W_-4_3_0 ______ _
2. WELL LOCATION:
Nearest Town: Raleigh Cotn1ty_W_ak_e ___ _
Wode Avenue Extension (Near Edwards Mill Road)
(Street Nrune. Numbcn, Cmimunity, Subdivision, Lot No., Zip Code)
J. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
Raleigh
(Stred. er Route No.)
NC
City or Town
(~-515-6859
Arca code-Phone numba
27695-8007
2;pCodc
4. DATE DRILLED_05/=0SI0=.,..3 ____ _
5. TOTALDEPTH:._106_.0_'_bts ____ _
6. DOES WELL REPLACE EXISTING WELL? YES O NO Kl
7. ST A TIC WATER LEVEL Below Top of Casing: ____ ,IT.
(Use .. + .. if Above Tep ofCHSing)
8. TOP OF CASING JS +2.5 FT. Above Land Surface•
Yfop of o.sing tenninllted at/or below land surface requlrd. a
variance in accorda..ccc with 15A NCAC 2C .011&.
9. YTELD (gpm): ___ METHOD OF TEST ____ _
Topographic/Land setting
)llRidge □Slope . □Valley □Flat
(chccl: a.ppi-opriat.e box)
Latitude/longitude of well location
(dcg=,/mimucs/=ond,)
Latitude/longitude source:DGPS□Topographic map
{check box)
DEPTH DRILLING LOG
From To Formation Description 0,0 82 Brown & Gra:t, Fine Sandi'.
Cla~SILT
82 90. Weathomd ROCK to Competent
ROCK
00 106 Competent Rock
10. WATER ZONES (depth): __________________ _
1 l. DIS.INFECTION: Type ______ Amount ____ _
12. CASING: . Wal!Tbickness
Depth Diameter or Weight/Ft. Material · From +2,5 To 96.0 FL 2" Sch 40 PVC From ___ To ___ Ft. ___ _
From To FL ___ _
13. GROUT: Depth
From 80.0 To 90.0
From --0.5 To 80.0
14. SCREEN: Depth
From 96.0 To 106.0
Material
FL Bentonite
FL Neat Cement
Method
Poured
Trimmied
Diameter Slot Size Material
F(_2 __ in. 0.10 in._ Stainless Steel From ___ To ___ Ft. ___ in. in. ___ _
15. SAND/GRAVELPACK:
Depth Size Material
From 90.0 To 106.0 Ft. #2 Well Sand ===~---From ____ To ___ Ft.. ___________ _
16. REMARKS: Tt pc Ill 111,1all
LOCATION SKETCH
Show direction and distance in miles from at least
two State.Roads ·or County Roads. Include the road
numbers and common road names.
I DO HEil EBY CERTIFY THAT TH!S WELL WAS CONSTRUCTED fN ACCORDANCE WlTH [5A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THA COPY OF THIS ORD HAS BEEN PROV!DED TO TH WELL WNER
__:,-,✓-7/,
1!E WELL DATE
Submit the original to the Dlvlslon of Water Quality, Groundwater Section, !636 Mall Service C•ntcr-Raldgh, NC 276~!636 Pbon• No. [phone], within 30 days.· GW•l REV. 07/2001
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WELL CONSTRUCTION RECORD
North Carolina -Department ofEnvirornnent and Natural Resources -Division of Water Quality:-Groundwater Section
WF.LL CONTRACTOR (INDIVIDUAL) NAME (prlat),_L_eo_H_._C_ha_mo_n_no_a_u__________ CTR TI FICA TION #~
WELL CO!'ITRACT0R COMPANY NAME J&L Drll1in9, Inc. PHONE # { 919) 989--8856
ST A TE WFJ,L CONsrnucnoN PERMIT!¥ ~N~l~A ________ ,.SSOCIA TED WQ PERM]T# _N/_A _________ _ (if npplic:able) (if apglicablc)
1. WELL USE (Check Applicable Box): Residential D Municipal!Publ ic □ Industrial D Agricultural D Monitoring Rl Recovery □ Heat P\Jmp Water Injection D Other D If Other, List Use_M~W~-34'---S~R~-----
2. WELL LOCATION·.
Nearest Town:~R~a'--le~igLh~ _____ County_W'-"'a"'ke'------
NCSU Lot 86 Site, Wade Avenue Extension
{Stn:ct N=c, Numbcn, Canrntmity, Subdivision. Lot No., Zip Code:)
Topographic/Land setting
□Ridge □Slope □Valley □Flat
(clrcck appropriat.c box)
Latitude/longitude of well location
J. OWNER: NC State University. Environmental Health & Safety Ctr.
Address Campus Box 8007 (dq:,=/minutcsl=onds)
Latitude/longitude source:DGPS□Topographic map
Raleigh
(Strcet er Route No.)
NC
Ciry or Town
(~-515-6859
Area code-Phone nwnbcr
State
27695-8007
Z.,Codc
4. DATE DRlLLED_D4=/28/0=3~----
5. TOT AL DEPTH:._48.,..o_· bis ____ _
6. DOES WELL REPLACE EXISTING WELL? YES D NO l?l 7. STATIC WATER LEVEL Below Top of Casing: ____ IT.
(Use .. + .. if Above Top of Casing)
8. TOP OF CASING IS +2.5 Ff. Above Land Surface' 'Top of casing lcrm..iaatcd at/or bdaw b.nd ,tirfaec rcqnircs a
variance io accordanc-c with 15A NCAC 2C .0118..
9. YIELD (gpm): ___ METHOD OF TEST ____ _
DEPTH
From
0.0
28
To
28
48
(check hos)
DRILLING LOG
Formation Description
Brown Silty Clayey SAND
Gray. Fine Sandy-Clayey
SILT
10. WATER ZONES (depth): __________________ _
11. DISINFECTION: Type. ______ Amount ____ _
12. CASING: Wall Thickness
From +2.5
From
From
13. GROUT:
From 23.0
From -0.5
14. SCREEN·.
From 28.0
Depth Diameter or Weig.ht/Fl Material
·-~-Ft. 2" Sch 40 PVC To 28.0
To ___ Ft. ___ _
To , ___ Ft. __ _
Depth Material
___ Ft. Bootonite
___ Ft. Neat Cement
To 26.0
To 23.0
Method
Powed
Poured
Depth Diameter Slot Size Material 48.0 To ___ Ft._2 __ in. __QJQ_ m. ~P~V~C'-----From ___ To ___ Ft. ___ in. in. ___ _
I 5. SAND/GRAVEL PACK:
Depth
From 26.0 To 48.0
Size
Ft. #2
Material
Well Sand Frorn ____ To. ___ Ft. ___________ _
16. REMARKS. T,po Ill Well 1:4-: 'lYf?<! 7L' W elL
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and conrrnon road names.
(Newly Installed+)
·· MW34SR
-$-
MW04
LOT 86 SITE
MW27
# MW27A
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THLS RECO HAS BEEN PROVIDED TO TI!E W~7
,Vo?/ r
DATe~
Submit the ortglnal to the Division of Water Quality, Growulwater Section, 1636 Mall S.rvla, Center-Raleigh, NC 27699-1636 Phone No. [phone], within 30 days. GW-1 REV. 071200 I
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WELL CONSTRUCTION RECORD
North Carolina• Departmenl of Environment and Natural Resources -Division ofWnta Quality -Grolllldwater Section
WELL CONTRACTOR (lN"DIVlDUAL) NAME (priat),_L_eo_H_. _C_ha_rboo __ no_a_u __________ CERTIFICATION#~
WELL CONTRACTOR COMPANY NA.ME J&L Dritlirlg, Inc. PHONE ,-(919) 98S-8856
ST A TE WELL CONSTRUCTION P'EAAfJT# .,cN.,,tA~ _______ .;-SSOCIATED WQ PERMIT# ~N~/A~--------(if applicablc) (if applicable)
I. WELL USE (0.cck Applicable Box): Residential □ Municipal/Public □ Industrial □ Agricultural □ MonitOring R1 Recovery D Heat Pump Water Injection D Other O If Other. List Usc_M_W_.:!4_D_R _____ _
2. WELL LOCATION:
Nearest Town: Rale_~h ______ County_W_a_ke ___ _
NCSU lot 86 Site, Wade Avenue Extension
(Sattt Name., Numbc.n., Ccrnmunity, Subdivision, Lot No., Zip Code)
J. OWNER: NC State University, Environmental Health & Safety Cir.
Address Campus Box 8007
Rnleigh
(Stred oc Route: No..)
NC
CitymTown
(~-515-6859
Arci code-Phone number
Stale
27695-8007
Zip Code
4. DATE DR!liED_04_f29_I0_3 ____ _
5. TOTAL DEPTH:_1_0_1_.o·_b_ts ___ _
6. DOES WELL REPLACE EXISTING WELL? YES □ NO Ii(! 7. STATIC WATER LEVEL Below Top of Casing: ____ FT.
(Use"+" if Above Top of Casing) 8. TOP OF CASING IS _•_2_.5_~_ FT. Above Land Surface•
~Gp of casing terminated al/or below Land rorf.a~ requires a \·a.riance in a.ccorcb.occ with ISA NCAC 2C .0118.
Topographic/Land setting
□Ridge □Slope □Valley □Flat
(check appropriate b:u:)
Latitudcnoogitude of well location
(ocg,=/mm-)
Latitudenongitude source:□GPS□Topographic map
(chcclc Im) !:lliIT!:! DRILLING LOG
From To Formaticm Description
0.0 28 Brown Sil9'.: Cta:z:e)'. SAND
28 94 Gra)'., Fine Sand:t Cla:z::e::,_::
SILT
94 101 Weathered ROCK to
BEDROCK
9. YIELD (gpm): ___ METHOD OF TEST _____ ~------10. WATERZONES(depth): __________ _
11. DISINFECTION: Type _____ Amount ____ _
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
F~ To 91.0 Ft. -Z: Sch 40 PVC From ___ To. ___ Ft. __ ~
Frorn ___ To Ft ___ _
13. GROUT: Depth
From 88.0 To 90.0
Material
Ft. Beotonita
Method
. Poured
From -0.5 To 88.0 FL Ne.at Cement -'P-'ou=rnccd __ _
14. SCREEN: Depth Diameter Slot Size Material From 91.0 To 101.0 Ft._2 __ in . ...Q12.__ in. PVC From ___ To ___ Ft. ___ in. in. ___ _
15. SAND/GRAVELPACK:
Depth Size Material Front 91.0 To 101.0 FL #2 _W=el~I S~•~n~d ___ _ From ____ To ___ Ft. ___________ _
16. REMARKS: -+)'f"' Ill ,.,,f;'>-TY/?E "]J: W 8.. L-
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and connnon. road names.
LOT 86 SITE·
(Newly lnstolledLl,.
MW34DRT
+\
MW04/
. I
MW27
MW27A#
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WE!L CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS REC RD HAS BEEN PROVIDED TO THE WE LO ER L~
~RE Or PERSON CONSTRUCTING THE WELL
Submit the ori~nal to the Division of Water Quality, Groundwater Section, 1636 Man Service C<ntcr -lWelgb, NC 27699-1636 Phone No. [phone], within 30 days. GW-1 REV. 07/2001
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WELL CONSTRUCTION RECORD
North Carolina -.Department of Environment and Natural Resources -Division of Water Quality -Groundwater Section
WELL CONTRACTOR (INDIVIDUAL) NAME (priot)~L"oo"-'-'H-'-. C~ha_rboo.ccc.c.ne=au'------------CTR TI FICA TION # 2865
WELLCONTRACTORCOMPANYNAME..cJ::.&::.L::.D.:crilc..li=·.:c'":::cc..· _______________ PHONE# [phone]
ST A TE WELL CONSTRUCI10N PERMIT# ~N~/A~-------~•·SSOCIATED WQ PERMIT# _NI_A ________ _ (ifnppliC3blc) · (if applicable)
1. WELL USE (Check Applicable Box): Residential O Municipal/Public D Industrial D Agricultural □ Monitoring Kl Recovery O Heat Pump Water Injection O Other O If Other, List Use~M'-W~-4c..7 ______ _
2. WELL LOCATION:
Nearest Town:_R_a_le_lg~h ______ County_W_a_k_o ___ _
NCSU lol 86 Srte, Wado Avenue Extension
(Street Name, Numbcn, Ccrnmunity, Subdivision, Lot No., Zip Code)
3. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
Raleigh
(Street oc Route No.)
NC
City or Town
(~-515-6859
Aitl code-Phone number
S<atc
27695-8-007
Zq, Code
4. DATE DRILLED_05_/0_1/0_3 ____ _
5. TOT AL DEPTH:--"12"'0'-'-.o--'· bls~----
6. DOES WELL REPLACE EXISTrNG WELL? YES D NO l<l
7. STATIC WATER LEVEL Below Top of Casing: ____ Ff.
(Use .. +H if Above Top of Casing)
8. TOP OF CASrNG IS _.o_.s ___ IT. Above Land Surface•
-Top of casing krminakd aUor below bnd surface requires •
varlt.nce in accordance with 15A NCAC 2C .011&..
9. YIELD(gpm): ___ METHODOFTEST ____ _
10. WATER ZONES (depth): __________ _
I I. DISINFECTION: Type _____ Aino,ml ____ _
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
From --0.5 To 105.0 Ft. 'Z' Sch 40 PVC From~ __ To ___ Ft __ _
From ___ To Ft.. ___ _
13. GROUT: Depth
From 100.0 To 105.0
Material
FL Bentooite
Method
Poured
From .0.5 To 100.0 FL Neat Cement Poured
14. SCREEN: Depth · Diamotcr
From 1os.o To 120.0 Ft._2 __ in.
From. ___ To ___ Ft. __ . _m.
15. SAND/GRAVEL PACK:
Depth Size
From 103.o To 120.0 Ft. •2
Slot Siz:c
0.10
Material
in. PVC
in.
Material
Well Sand From · To. ___ Ft..· __________ _
16. REMARKS: r,~c Ill uatl
Topographic/Land setting
□Ridge □Slope □Valley □Flat
(c:hccl:: a~lc box)
Latitude/longitude of well location
(ocg=:s/minuccs/scconds.)
Latitude/longitude source:OGPS□Topographic map
(chctl bo,)
DEPTH DRILLING LOG
From To Formation Description
0.0 95 Bmwn & Gray, Fine San~
Cla:t!::i SILT
95 101 · Weathered ROCK
101 120 Com~tent ROCK
LOCATION SKETCH
Show direction and distance in miles from al least
two· State Roads or County Roads. Include the road
numbers and common road names.
MW03A #MW03B
MW05B
MW37 A
MW05AffMW05
MW36S4:ltW36D
~W09
'ffAW35S
MW47+
(Newly Installed)
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH I5A NCAC 2C, WEU. CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RE RD HAS BEEN PROVIDED TO THE WEL OW ER
Submit the orlglrutl to the Division of Water Quality, Groundwater Section, 1636 Mall S.rvlce Ccottr -Raleigh, NC 27699-1636 Phone No. [phone], within 30 days. GW-1 REV. 07/2001
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East Coast Environmental, P.A.
SOIL BORING LOG
BORING#: MW-12D
PROJECT: North Carolina State Universit Lot 86 Su erfund Site Job No:
CLIENT: North Carolina State Universit
DRILLING CONTRACTOR: J&L Drillin , Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casing
Depth Interval Casing Matl. WcltTypc
0-90' NA PVC Type JI!
Sample Sample
Hole: Depth Casing
107 0-97
voe
Screen
97-107 ,
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 05/05/03
s,mrlc, Well Mal. Date Completed: 05/08/03
Cuttings Stainl. Steel Driller: L.Charbenaux
Prepared By: T. Will
Depth
(FT) Depth Number (PPM) FIELD CLASSIFICATION AND REMARKS
20
40
60
80
100
120
NOTES:
Range
0-22'
22-82'
82-90'
90-107
2
3
4
Moist, Tan and Brown Fine Sandy SILT
Moist to Wet, Brown and Gray Fine Sandy SILT with Mica
Weathered ROCK
Competent ROCK
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East Coast Environmental, P.A.
SOIL BORING LOG
PROJECT: North Carolina State Universit Lot 86 Su crfund Site
CLIENT: North Carolina State Univcrsit
DRILLING CONTRACTOR: J&L Drill in , Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casin,
BORING#: MW-13D
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 05/02/03
Depth Interval Casing Mat!. Well Type Hole Depth Casing Screen Samrlc, Well Mat. Date Completed: 05/03/03
NA
Depth
(FT)
20
40
60
80
100
120
NOTES:
NA NA Type If 100 0-90 90-100 Cuuings Stainl.Stccl Driller: L.Charbenaux
Prepared By: T. Will
Sample Sample voe
Depth Number (PPM) FIELD CLASSIFICATION AND REMARKS
Range
0-25' Moist, Orange Fine SILT
25-40' 2 Moist, Tan to Brown Fine SILT 4-----''---f----j
40-69 Wet, Brown Fine SILT
69-74 4 Weathered Rock
74-100 _ __;_5_--1------lStable ROCK with Quartz. Feldspar & Mica
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East Coast Environmental, P.A.
SOIL BORING LOG
PROJECT: North Carolina State Univcrsit Lot 86 Su erfund Site
CLIENT: North Carolina State Universil
DRILLING CONTRACTOR: J&L Drill in , Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casin,
BORING#: MW-16D
Job No:
Page No: 1 of 1
Location: Raleigh
Driller Registration:2865
Date Started: 05/05/03
Dcplh Interval Casing Mntl. Well Type Hole Depth Casing Screen Sample, Well M,t. Date Completed: 05/ 12/03
0-78'
Depth
(FT)
20
40
60
80
100
120
NOTES:
NA PVC Type !I! 90' 0-80 80-90' Cuttings Stainl. Steel Driller: L.Charbenaux
Sample
Depth
Range
0-16'
16-78'
78-90'
Prepared By: T. Will
Sample YOC
Number (PPM) FIELD CLASSIFICATION AND REMARKS
Moist, Tan and Brown Fine Sandy SILT
Moist to Wet, Brown and Gray Fine Sandy SILT with Mica
Weathered to Competent ROCK
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East Coast Environmental, P.A. ( ~ BORING#: MW-34SR
SOIL BORING LOG
PROJECT: North Carolina State University Lot 86 Superfund Site Job No:
CLIENT: North Carolina State University Page No: 1 of I
DRILLING CONTRACTOR: J&L Drilling, Inc. Location: Raleigh
DRILLING EQUIPMENT: CME 75 Driller Rcgistiation:2865
Oulcr Casing Inner Casing Date Started: 04/28/03
Depth Interval Casing Matl. Well Type Hole Dcrth Casing Screen Sampler Well Mat. Dale Completed: 04/28/03
NA NA NA Type II 48 0-28' 28--48' Cunings PVC Driller: L.Charbcnaux·
Prepared By: T. Will
Depth Sample Sample voe
(FT) Depth Number (PPM) . FIELD CLASSIFICATION AND REMARKS
Range
20
0-28' I Moist, Brown Silty Clayey SAND
40
28-48' 2 • Moist to Wet, Gray Fine Sandy Clayey SILT
60
80
100
120
NOTES: Well Replaces MW-34S
Well Casing is approximately 2.5' above surface grade
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East Coast Environmental, P.A.
SOIL BORING LOG
PROJECT: North Carolina State Universit Lot 86 Su erfund Site
CLIENT:. North Carolina State Universit
DRILLING CONTRACTOR: J&L Drill in , Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casing
BORING#: MW-34D
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 04/29/03
Depth Interval Casing Mat!. Well Type Hole Depth Casing Screen Sample, Well M,1. Date Completed: 04/29/03
NA NA NA Type JI IOI' 0-91' 91-101' Cu11;,g, PVC Driller: L.Charbenaux
Prepared By: T. Wdl
Depth Sample Sample YOC
(FT) Depth Number (PPM) FIELD CLASSIFICATION AND REMARKS
Range·
20
0-28' Moist, Brown Silty Clayey SAND
40
60
80
28-94' 2 Moist to Wet, Gray Fine Sandy Clayey SILT
100
94-10 I' 3 Weathered to Competent ROCK
120
NOTES: Well Replaces MW-34O
Well Casing is approximately 2.5' above surface grade
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East Coast Environmental, P.A.
SOIL BORING LOG
PROJECT: North Carolina State Universit Lot 86 Su crfund Site
CU ENT: North Carolina State,Universit
DRILLING CONTRACTOR: J&L Drill in , Inc.
DRILLING EQUIPMENT: CME 75
Outer Ca.sing Inner Casing
BORING#: MW-41D
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 0S/14/03
Depth Interval Casing Mat\. Well Type Hole Dcrth Casing Screen s,mplcc Well Mot. Date Completed: OS/14/03
NA
Depth
(FT)
20
40
60
80
120
NOTl:S:
NA NA Type II 90 0-80 80-90 Cuttings Stainl. Steel Driller: L.Charbcnaux
Sample
Depth
Range
0.0-20'
20-30'
30-32'
32-72'
72-90'
Prepared By: T. Will
Sample YOC
Number (PPM) FIELD CLASSIFICATION AND REMARKS
1---"-+----JMoist, Tan & Red Fine Sandy SILT
2
3
4
5
Moist to Damp, Tan & Brown Fine Sandy SILT
Moist to Damp, Tan & Brown Fine Sandy SILT with Quartz
Damp to Wet, Brown & Red Fine SILT with Mica
Weathered to Stable ROCK
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East Coast Environmental, P.A.
SOIL BORING LOG
PROJECT: North Carolina State Univcrsit Lot 86 Su crfund Site
CLIENT: North Carolina State Univcrsit
DRILLING CONTRACTOR: J&L Drill in , Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casing
BORING#: MW-47
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 05/0 I /03
Dq1lh !n!crva\ Casing Mat!. Well Type Hole Depth casing Smrn Samrkc Well Mal. Date Completed: 05/01/03
NA NA NA Type 11 120 0-105' 1os-120· Cun;,g, rvc Driller: L.Charbenaux
Prepared By: T. Will
Depth Sample Sample VOC
(FT) Depth Number (PPM) FIELD CLASSIFICATION AND REMARKS
Range
20
40 0-40' Moist, Orange Fine SILT ----+----!
60
80
100 40-101' 2 ______ _, Moist to Wet, Brown Fine Sandy SILT with Mica
3 Weathered ROCK
120 4 Competent ROCK f-------1-----l
NOTI::S:
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East Coast Environmental, P.A.
SOIL BORING LOG
BORING#: MW-17D
PROJECT: North Carolina State Univcrsit Lot 86 Su )crfund Site Job No:
CLIENT: North Carolina State Univcrsit Page No: I of I
DRILLING CONTRACTOR:
DRILLING EQUIPMENT:
Outer Casing
Dqith
0-87'
Oeplh
(FT)
20
40
60
80
100
120
NOTES:
Interval Casing Matl. Well Type
NA PVC Type Ill
Sample Sample
Depth Number
Range
0-3'
3-11' 2
11-30' 3
30-50' 4
50-70' 5
72-96' 6
96-105 7
J&L Drillin ,, Inc. Location: Raleigh
CME 75 Driller Registration:2865
I nncr C.isin , Date Started: 05/05/03
Hole Dcplh (;ising Screen S,mplcc Well M,<. Date Completed: 05/06/03
105 0-95 95-105 Cuttings Stainl. Steel Driller: L.Charbenaux
Prepared By: T. Will
voe
(PPM) FIELD CLASSIFICATION AND REMARKS
Moist, Orange Fine Silty SAND (Fill)
Moist, Tan & Orange Fine Sandy SILT
Moist, Brown & Tan Fine Sandy SILT
Wet, Brown & Tan Fine Sandy SILT
Wet, Brown & Tan Fine Sandy SILT with Mica
Weathered to Competent Rock
Competent ROCK