NCD980557656_20030902_NC State University (Lot 86 Farm Unit 1)_FRCBERCLA LTRA_Fractured Rock Assessment-OCR

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' · ,:' -.• is•-·: , : \_ 'cmidiiions· at,tlie site_, that.i1iay'.prcsen(a ,poie1itial da11gcr·•1oiptiblic;'hc'altli,::s~.f cty_:or . .tlie',, .,,,: . ··,;/, :-.t;'. '<.( ( I'-:'.. -. · ·· ·:/;_., •~;;~;;.~:~:;;;·;:;~/.it:;r:;;iX:;:z;-siid;1~;b(ii;f ·rtr':t\\'6:it'i;·;;~~;it/t~"\;bti i{-~:;;-~ii;;;~;:J;ii,iib '.\6iJi-:;;: /;':;: )<-?· .. ,. \ _,; ·/ ;;_ --: t> ','..: '.iit;~~ 6:;f ~~:~:;til;~;-i~-::~~~:bi~S ~~ )dq tsi~:J-'by '. ,;\~}or ;~li_ti·\~_i~~,1~\ii:s;;'i6~c;;i/i;, Xi;;;~/y{;::: {;"')():/\.:<
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c..------------------
0255075 I I I I
-·-I -'
100 150 I I
~Niri W:\MI
GRAPHIC SCALE
1· = 100'
200 I
,J
Now wolf location• (MW12D, 13D, 160, 170, 34SR, 34DR,
410, 4JD and -fl basad on survey by G11bert Land Surveying.
conductod dvrlng .JJ/y 2003.
ONSE
MEtIATION
12861 NC Highway 96
Zchulon, NC 27597
t'Jl'.11 Jfi',-1500 Fv.: I~ \'.I) 31,5.J /~o
DATE::
REVID\fJJ:
SCALE:
PRO.ECT /:
AlENAME:
01pJ/O.J
KB8
TRW
1· -100'.
06-200J
\ J•,1.:,>, i \ ,1,-;f'? . . , ~'
FIGURE 7
MONITORING WELL LOCATIONS
North Carolina State University. Lot 86
Wade A venue Extension
Raleigh, Woke Couon ty. North Carolina
I . .
--------------------
,\
\ \
\ \
~
,,
I ••
0 /"\
. . ·-.• ' \.\ \'\
0 25 so ~ ~s 1ffl 150 200 I I • ps MM ~ WIG#
GRAPHIC SCALE
1· ,.,, 100·
N•w ""11 locations (MW12D, 1JD, 16D, 170, J4SR, JWR,
if.1D, 4JD and 47 based on survey by Gi1bert Land Survey(ng,
conducted during .AJ/y 2DDJ,
12861 :-l'CHighway9fi
Zebulon, NC 27597
(Ql!IJ J6f,-.1~00 F•,.: (~ \Q) Y,~-P~IJ
OATc:
ORAWN:
/?E:V1ErlED:
SCALE:
Pl?O.ECT /:
F1l£NAME:
'\ ~
'~.,. ~"
-'??.. '\. ~
07pJ/D.J
KBB
mw
1· -100'
06-200:J
f,1 Qi
FIGURE 2
Groundwater Hydraulic Gradient (ft)
Shallow Wells -June, 2003
North Carolina State University. Lot 86
Wade A venue Extension
Raleigh, Wake Couon ty. North Carolina
I . .
--- - - - - --- - - - - -.... u. ... -
' i -------------------........ ,_~-----~
·-.............. -----............._~
L !_ -
0 25 I I ~
50 75 100 150 200 l I l I !
M\MWiW I mfi WAAW
GRAPHIC SCALE
1· = 100'
Now .,.J/ locations (MW12D, 13D, 16D, 170, 34SR, 34DR,
41D, 4JD and 47 based on survey by Gilbert Land Survey;ng,
conductfld during July 200J.
ONSE
MEtlATION
12861 NC Highway 96
Zebulon, NC 27597
19)9) Jfh-15-00 Fa.,: 1919) J6~-J7~0
DATE,
ORA'ffN,
REVIEl'l£D,
SCALE,
PRO.ECT ,-
Fll£NAM£:
07/2J/ru
KBB
mw
1· • 100'.
06-200,
FIGURE 3
Groundwater Hydraulic Gradient (ft)
In termediote Wells -June, 2003
North Carolina State University, Lot 86
Wade A venue Extension
Raleigh, Wake Couonty. North Carolina
"
I . .
L!!!!I - - -----

-
--

-

-

-
tml -... -

-
~-J_L ___ _
150 200 I I •• GRAPHIC SCALE
1· = .100'
New ""11 locations (MW120, 130, 160, 170, 34SR, 340R, 410, 43D and 47 based on survey by Gi1bert Land Survey(ng, conducted during ,My 200J.
ONSE
MEg,IATION
12861 NC Highway 96
Zebulon, NC 27597
(') I'.') Jr,r,.r ~•l'J I'~•:('.' l'.IJ ),,,.J '~II
DATE·
DRAWN,
REVIE'M,JJ,
SCALE:
PRO..£CT 1'
RLENAM£:
07/2J/t,J
1(88
TRW
otJ-200.J
FIGURE 4
Groundwater Hydrouiic GrurJient (ft)
Deep Wells -June, 2003
North Carolina State University, Lot 86
Wode A venue Extension
Roleiqh, Woke Couonty, North Carolina
I :
-------.. .. - - - ---.... .. --
' I
L• ____ -
150
GRAPHIC SCALE
1· = 100'
' 200 '
No" .,,,Jf focotlon• (MW12D, 1JD, 16D, 17D, J4SR, J4DR,
41D. 43D and 47 based on survey by G11bert Land Surve)"ng,
conduct«I during ,AJ/y 200J.
~~O~ONSE
~MEgclATION
12861 NC Highway 96
Zebulon, NC 27597
1919) 3,,r,..1500 r ... : r9 !9J 3r,5.J75fJ
DATE:
DRAWN:
REl'JOIEZ>:
SCALE:
PR0£CT /:
Fll.LNAME:
07/2:J/ru
K88
mw
,· -100'.
06-200.J
FIGURE 5
TE:mACHLOROETHENE ISOCONCENmA TTON MAP (ug/L)
SHALLOW MONITORING WELLS -JUNE, 2003
North Carolina State University. Lat 86
Wade A venue Extension
Raleigh, Wake Couonty. North Carolina
I :
' '
' ------_______ 111111111 ____ _
' '
150
I
GRAPHIC SCALE
1· = 100'
New -11 locations (MW12D, /JD, 16D, 17D, J4SR, J4DR,
410, ,f.JD and 47 based on survoy by Gl1bert Land Surveyi'ng,
r;onductod during .hly 2003.
12861 NCHighway96
7.cbulon, 1'C 27597
(919! 3w;.1 s011 FllJI: r919J Jr,~.n~o
DRAM<:
REVIElffil;
SCALE:
PRO.ECT /;
Al..ENAAIE':
07/2.J/ru
KBB
mw
1· -100'.
FIGURE 6
ME1HYLENE CHLORIDE /SOCNCENTRA TION MAP (ug/L}
SHALLOW MONITORING WELLS -JUNE, 2003
North Carolina State University, Lot 86
Wade A venue Extension
Raleigh, Wake Couonty, North Carolina
I :
' I
' l
150 200 ',-----'
GRAPHIC SCALE
1· ~ 100'
Now rn,J/ locations (MW12D, 1JD, 160, 170, J4SR, J40R,
41D, 4JD and 47 basod an survey by GIibert land Survoy(ng,
conducted during ,My 200:J.
~~NONSE
~MEtIATION
J 21161 NC Jlighv.ay 96
Zebulon, f'/C 27597
f9 l'J) J(,t,.J50I) ! o,: ('I l'J) J<,~-J /~fl
ORAM<;
REVfEltED;
SCALE;
PRo.ECT 1'
Fll£NAME:
KBB
TRW
otJ-200J
FIGURE 7
CARBON TEmACHLOR/D£ /SOCONCENmA noN MAP (ug//_)
SHALLOW MONITORING WELLS -JUNE,2OO3
North Carolina State University, Lat 86
Wade A venue Extension
Raleigh, Woke Couonty. North Carolina
I :
~-----------------
100 150 I I -@@@f¼ &&&
GRAPHIC SCALE
1· ~ 100·
200 I
.J
Now well locations (MW12D, 1JD, 15D, 17D, J4SR, J4DR,
410, 4.JD and 47 based on survey by G11bert Land Surwyinr;,
conducted dvrlng July 200J.
12861 NC Highway 96
Zebulon, NC 27597
/919) J6f,-1~CY) l'n•.: f919) )/;~•37~
DA7F:
R£'1fllED:
SCALE:
PRo.ECT /:
Al.£NAM£·
07/23/ru
K88
TRW
1· • 100·.
otl-2003
FIGURE 8
CHLOROFORM ISOCONCENffiA TION MAP (ug/L)
SHALLOW MONITORING WELLS -JUNE 2003
North Carolina State University, Lot 86
Wade A venue Extension
Raleigh, Wake Couonty._ North Carolina
I :
---------·· ---··------. --·--·•+-· -
I l
~o ~5 TfD
!¥&
150 200 I I I kw+◄
GRAPHIC SCALE •
1· = 100'
Now well locations (MW12D, 13D, 16D, 170, J4SR, J4DR,
410, 43D and 47 based on survey by G11bert Land Survey(ng,
conriucled riurlng ,Nly 200:J.
ONSE
MEg:IATION
12861 NC Highway 96
Zebulon, NC 27597
1919) Jr,t;..150t'/ Fu: 19!9) 365-3750
OATE::
DRAKN:
SCALE:
PRO.ECT,
AlENAME:
07/2:J/ru
KBB
mw
1" -10D'.
06-200,
4-t/y.J . ·\.. .
I /f:~:>,,-~~~ps
~-
,---~,.,
~ /i Ir.;,;,_,, "'-'te.1<.a# / f
'Z< ,. ..,..,---· '.i
\ ,!,"f1,? -. ';_,, _,,-.-t
<,,----(' Locking ~ __r
Ca!a \ .......-:;"")011')
/,t,1''.;_/
. o~~va3
FIGURE 9
BENZENE /SOCONCENTRA TIONMAP ( ug/L)
SHALLOW MONITORING WELLS -JUNE, 2003
North Carolina State University, Lot 86
Wade A venue Extension
Raleigh, Wake Couonty. North Carolina
..... - -
I :
I
I ii
----~::.------___ ,-141.--~~
•'/~-:.,:.~+-..... ...__
----• .. ~ -, Na
..
" ~ .. ~
~,~,' '-,,:~ f--~~-I.V[~1:r._r,;
1
,
0 25 50 75 100 150 200 ! I I I ' --➔ ttJN
rJRAPHIC SCA!.[
J" = 100·
New well locations (MW12D, 13D, 16D, 170, J4SR, J4DR,
41D, 4JD and 47 basod an survey by GIibert Land Surveying,
conducttld during July 200J.
!)A TC:
IA/iiION DR/\WN:
IR/fflONSE REVl[W[D:
iRJEMEtIATION SCAL[:
12861 NC Highway 96 PROJECT #:
Zebulon, NC 27597
1919/Jlj(,..l~IXJ Fl\J<:/919JJf,5-37~f) !"If £NAM[:
07/23/03
KBR
TRW
/" = 100·
06-200]
c, & ' ,,, ·----------"'·'!Gy '-~-,_, . ""',-,. ------=::::::::
0 --\..{ ' ""\--.,, / ~. ~ ,,, ,,,,)
\
\
\
\
Locking ~
Cale\ ~~0.;'.)
0\ ,......-,..--;~\"'~' {c·•·'
t
\
FIGURE 10
~ ( _,,//I
~ -~ ,1•~1
TETRACHLOROE:THANE: /SOCONCE:NTRA noN MAP
DEEP MONITORING WELLS -JUNE. 2003
North Corolino State University. Lot
Wade Avenue Extension
Roleic;h. Wnt:p Cor ,on r v. Nc,r'lh Cn:·o/i::o
(ug/L)
36
..___
--~~::::.~.·===-:: . -
--,t···-··-. Wf1/_;----~~-+--:::---.-.. _
~ ----::-------
·~
<::l "'~~~~--
() 2:., 5() ;:_; IUU /!.,,(J :!UU
' < 1 1 I I
UWdWM I
~.. @§
CP.tJPNIC SC.t:./_[
7" = 700'
Now .,.,J/ /ocat/ons (1.1',1//2D, 1JD, 150, 170, J4SR, J40R,
41D, 4JD and 47 based on surYfJy by GIibert Land Survey(ng,
conducted during ,My 2003.
~ DAfC-I CTION ' [JRAIVN:
ESPONSE HEVIEWED: IR EMEt'IA TION SCA/.C·
12861 NC Highway 96 PROJ[CT /I:
Zebulon, NC 27597
(I/_FN,1,l4r: 1919/JY,-1500 Fu:(9!9)Jli5-)75U
' '} • ·-✓)Sb__ ---
'~ ~~---~G:i,-v1.,-ri ., ~ ~ '~ ------.:______~
....... , --------
07/2.J/OJ
KBB
TRW
r" = 100:
(l(,-20()3
,_Aj~ ~1..-~ -\-\·\-.., -. / -.............-,~\., '"'--..-..,.l
/ ·-----,., --..-..-..,)
:a:+// " ,y \ ,~(
Loc~ii,g ~r
ro,,, \ ,.,,,0:/"0,./ ·\_,,, _.,,:•;''r ~:
\
FIGURE 11
METHYLENE CHLORIDE ISOCONCENTRA noN MAP (ug/L)
DEEP MONITORING WELLS -JUNE, 2003
North Corolino Stole University. Lot SG
Wade Avenue Extension
Roleigh, VJ/nk,? t'":01.10nly. Nc:·th ro,,·(1:'i,1n
l,
f -0-
I I I
--·-- - - --- - - - - - -... - -
0 25 50 75 100 150 200 ! ' I I I I
' J8@@WWW
r
,";PAPl-W; SCAIJ
, .. ~ /(J(J'
New .,,.Jf locations (MW120, 130, 160, 170, J4SR, J4DR,
410, 4JD and 4-7 based on survey by Gifb,,,,,-t Land Surveying,
conducted during July 200:l.
!AlcnoN
DAT[:
DRAWN:
~ONSE R[Vl[W[D:
EMEg:IATION SCAL[:
12861 NC High"ay 96 PROJ[CT /I:
Zebulon, NC 27597
(919) 3("5-150'1 Fa,: (919) }fi5-J'50 nu:NAM[:
07/23/03
KBB
TRW
I " ;,:: 100'.
06-200]
\_/-~~~~
~ • ~ _j/l \ ' ,-,/;.,-,
/ ~ 1.,,,~;;~ \ ----<vt~r• ·,
--«''2.i ·~
(l
l. l.
FIGURE 12
\ l,_
'· ,_
CARBON TE:TRACHLOR/0£ /SOCONCENTRA TTON MAP (ug/L)
DEEP MONITORING WELLS -JUN£. 2003
North Carolina State Uni11ersiiy. Lot
Wade Avenue [xlension
Raleigh. Wokt::' Couonty. North Co..-olinc
---------------------
i I
I <..
·------
------------~--..... ....__......._ ··-··-.......:..... ·--~=~
~~-, ''~~----------
~----~ "' n1s11,V, -~ ---~ -----:!u vrsr
~-~ '-----.:._' I ·!JOUN!)
. ~~ ~~~
_{):/f!J,A 1r . .. -----.__ ---::---c:. .... !!.!!.J4s1.·-;:-;:-.....__ --------~ ---::::---.... ' -----..::.:.. bl!iJ,V!) ('-----~ --...........
--.. .:__:_:-._ +~~ % --... ~~~ ,4 VE/Vu
:-----------<'.) ------------~---'E E"-kl€JN.·0,0'N "' :-----....::: ;:_1;,"'0-...... -..:JJ,
'Z. 0 ~ ~ ~
-v--; ~-........:~~
0 25 50 75 100 150 200
I I I I I I I M!WiM -----·-1
--w
GRAPHIC SC/iL[
/" "' /QO'
N•w well locations (MW120, 130, 160, 170, :J4SR, :J40R,
410, 4.JD and 47 based on survey by Gilbert Land Surwy;ng.
conducted dun"ng July 200J.
IAlcnoN
"'lRIESPONSE
'-lB]EMEttATION
DAT[:
DRAWN:
H[Vl[W[D:
0 0 0
07/23/0J
KBB
TRW
1" = 100·.
~8 9.1,--~ ,_ fDR~·o -~-T_ _, -----.: ,., V>nr g --\-,-, Ul --...._ -:::---'....:.._J\,r,1r.,-r--,
o , ,."' ~~v
\·--., . ..._, ----~ . .__
v......,.,.___,.._,1,,_\ , '"'' ' ,,,..__________ "'-,,,
,t-1;,,,.,. ~,o o:+
0) / '_(' ,,.., . .,,.. ('(
Locking ~ ',,..r{)
Cote\ /4 ,,\· " rr' __.,,,,..-
o ~~,,~.l
FIGURE 13
''"' , .. , ... ....,
CHLOROFORM ISOCONCENTRA 770N MAP (ug/L)
DEEP MONITORING WELLS -JUNE, 2003
Nor//? Cotolino Staie University, Lot 86
12861 NC Highway 96 PROJCCT II: Wade A venue £x tens ion
Zebulon, NC 27597
r91't>Jr,r,.m•J h<:1')1<J1J1,5.rno nLL"NAMf: 06-200J Roleiqh, Woke Couonty. No:"/h Caroline; ,_·-~=--.--~----==----------------------.. -.. -.. -. -·~~---· --· ---·--"~----~-~~--~·--------
----------~--------
0 ?.S 50 7.1.i I 00 I !JO /()()
I I I I I ' ' jNI 7
MM-iii!&
CPAPHIC SCALE
1" = 100'
Now well locations (MWl2D, 1J0, 150, 170, J4SR, J4DR,
41D, 4-JD and 47 basod on survey by G,7bert land Surveyi'nr;,
conctuclod during .AJly 2DDJ.
12861 NC Highway%
Zch-ulon, 1','C 27597
(Ill 9) J(.,6. ]~00 Fiu: (919) )65-3750
DA re:
DRAWN:
REVIEWED:
SCALE:
PROJ[( r /I:
F/L[,V4M[:
07/23/0J
KBB
TRW
/" = 100·
06-2003
FIGURE 14
BENZENE /SOCONCENTRATTON MAP (ug/L)
DEEP MONITORING r'll:LLS -JUNE, 2003
North Coro/inc Stele University. Lot 36
Wade Avenue Fxfension
Raleigh. Woke Couonty. North Corolino
I
I
I
I
I SECTION B
I Tables
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'I
WELL ID
MWOI
MWOIA
MWl)ll3
MW02
MW03
MW03A
MW0313
MW04
MW05
MW05A
MW0513
MW06
MW07
MWOS
MW09
MWIO
MWII
MWl2
MWl3
MWl5
MWl6
M\Vl7
MW27
MW27A
M\V30
MW31
MW32
MW33
MW35D
MW35S
MW36D
MW36S
M\1'37
M\1'38
M\1'44
Mll'-10
M\1'41
MW42
M\\'43
MW45
M\V46
MWI II
MWl21
MWl61
MWl71
MW411
MW421
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
747,911.73
747,917.11
747,913.31
747,987.81
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.SO
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
74S444.92
74 7982.6 7
78403 I.OS
748004.62
748062.71
748235.91
748155.61
747,787.SO
Table I
Groundwater Elevation Measurements
NCSU-Lot 86 Site
June 04, 2003
EASTING
2,083,713.47
2,083,717.18
2,083,718.51
2,083,791.44
2,083,724.81
2,083,714.%
2,083,716.1(,
2,083,847.2(,
2,083,684.29
2,083,685.48
2,083,688.75
2,083,695.81
2,083,759.49
2,083,831.30
2,083,569.82
2,083,584.16
2,083,904.54
2,083,726.83
2,083,498.80
2,083,447.10
2,083,822.21
2,083,6 I 5.41
2,083,751.29
2,083,749.28
2,084,072.68
2,084,073.85
2,084,186.72
2,084,157.91
2,083,552.20
2,083,565.0 I
2,083.671.54
2,083,672.19
2,083.718.54
2.083.794.05
2,084,094.51
2084062.93
2083608.18
2083907.73
2083396. 75
2083907.9 I
20S3683.3
2083914.92
2083738.92
2083832.41
2083626.56
2083619.56
2083896.58
2,083,63(,. 72
ELEV.-TOC
439.30
438.92
438.25
445.17
445.39
443.15
443.(,(,
454.32
441.2(,
439.81
440.13
438.61
441.94
447.85
442.52
438.09
430.01
427.24
423.82
432.38
427.94
425.09
448.26
448.55
440.86
440.72
438.15
441.38
444.69
443.12
442.87
442.71
440.88
445.38
451.87
435.47
421.17
427.25
440.59
447.50
451.35
434.29
430.70
432.14
427.74
421.52
441.11
DTW
34.24
33.70
38.82
40.59
38.96
~"" ~~"'
36.22
35.01
33.95
35.42
39.38
21.05
22.61
20.34
23.93
38.58
" 32.35
43.52
42.58
37.80
37.85
35.65
37.45
25.42
25.45
21.08
47.69
46.77
54.88
24.97
25.05
24.30
26.50
23.88
20.20
36.25
June 04, 2003
ELEV.-GW
405.06
405.22
399.43
404.58
40(,.43
Not Gau1>cd
Not Gaul':cd
Not Gaul':cd
405.04
Not Gauged
405.12
404.66
406.52
408.47
Not Gaueed
Not Gauged
408.96
404.63
397.44
Not Gaueed
407.60
401.16
409.68
Not Gaueed
Not Gauoed
Not Gaueed
Not Gaueed
409.03
401.17
400.54
405.07
404.86
405.23
407.93
Not G:nw,cd
410.05
395.72
406.17
392.90
400.73
396.47
409.32
405.65
407.84
401.24
397.M
406.48
404.86
TOC=Top of Casing
DTW=DL·pth to Wati:-r
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,I
I
I
WELL ID
MWl3D
MWl7D
MWl2D
MW34DR
MW34SR
MWl6D
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 I
Groundwater Elevation Measurements
NCSU-Lot 86 Site
June 04, 2003
EASTING ELEV.-TOC
2,083,503.49 423.43
2,083,(, 12.19 425.44
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
2,083,416.56 438.0 I
2,083.753.75 447.67
DTW
26.56
24.40
20.12
39.98
39.11
21.20
36.85
47.40
39.44
June 04, 2003
ELEV.-GW
396.87
401.04
407.33
414.(,0
415.47
407.78
383.82
390.61
408.23
TOC=Top of Casing
DT\V=Dcplh 10 \V alcr
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I
I
I
I
I
I
I
I
I
I
I
11
I
I
I
I
I
WELL
ID
MW02
MW03
MW06
MW08
MWII
MWlll
MWl2
MWl2D
MWl21
MW13
MWl31
MW16
MW16D
MWl61
MW17
MW17D
MWl71
MW27
MW29
MW33
MW34DR
MW34SR
MW35D
MW35S
MW36D
MW36S
MW37
M\V38
M\V40
M\V41
MW41D
M\V411
M\V42
MW421
MW43
MW43D
MW45
MW46
MW47
pH
Table 2
Summary of Groundwater Field Measurements
NCSU-Lot 86 Site
Conductivity Turbidity Dissolved 02
(Std. Units) (ms/cm) (m!!/1)
5.32 1.260 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
G.05 0.256 G0.60 0.56
4.75 0.211 9.60 4.22
7.98 0.234 >999 4.39
5.42 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 0.2(,3 3.10 3.77
5.01 0.032 284.00 7.85
4.62 0.045 280.00 8.41
6.11 0.121 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 0.05 I >999 8.55
5.53 0.093 77.W 5.70
• Wells MW34DR 34SR replace wells MW34D and 34S, respectively
June 06-16, 2003
Temp. ORI'
{°Cclcius) (mv)
26.43 130.
19.16 -48
15.94 192
20.10 287
15.55 230
21.02 -110
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
19.21 7
18.13 325
24.14 207
25.08 156
18.34 97
20.31 155
18.42 262
18.16 129
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
20.48 -73
17.21 194
16.67 193
18.35 256
30.00 152
18.46 112
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Clienl
Samnlc Ill
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2 DUPLICATE
M\\'-2 DUPLICATE
MW-2 DUPLICATE
MW-2 DUPLICATE
MW-2 DUPLICATE
M\\'-2 DUPLICATE
M\\'-2 DUPLICATE
M\\'-2 DUPLICATE
~l\\'-2 DUPLICATE
MW-3
M\\'-3
M\\'-3
M\\'-3
M\\'-3
MW-3
MW-3
MW-3
MW-3
M\V-3
MW-3
MW-3
~IW-3
~IW-3
~IW-3
MW-6
i\1\\1-6
~IW-6
~IW-6
~IW-6
~IW-6
MW-<,
~IW-6
~IW-6
~IW-6
~l\\'-6
MW-8
~IW-8
MW-8
MW-8
Table 3
Summary of Detected Groundwater Volatile Organic Compounds
NCSU-Lot 86
Dale Time Method Analyte
Collected Collected Reference Name
6/16/03 12:35 6230D CHLOROFORM
6/16/03 12:35 6230D CARBON TETRACHLORIDE
6/16/03 12:35 6230D BENZENE
6/16/03 12:35 62301) TRICHLOROETIIENE
6/16/03 12:35 6230D 1,2-DICIILOROl'ROPANE
6/16/03 12:35 6230D TOLUENE
6/16/03 12:35 6230D TETRACHLOROETH ENI:
6/16/03 12:35 62311D I ,2-Dll3ROMOETHANE (EDB)
6/16/03 12:35 6230D TOTAL XYLENES
6/16/03 12:35 6230D CHLOROFORM
6/16/03 12:35 6230D CARBON TETRACHLORIDE
6/16/03 12:35 6230D BENZENE
6/16/03 12:35 6230D TRICHLOROETHENE
6116/03 12:35 6230D 1,2-DICHLOROPROPANE
6/16/03 12:35 6230D 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
6116103 13:45 6230D METHYLENE CHLORIDE
6/16/03 13:45 6230D CHLOROFORM
6/16/03 13:45 6230D CARBON TETRACHLORIDE
6/16/03 13:45 6230D BENZENE
6/16/03 13:45 6230D 1,2-DICHLOROETHANE
6/16/03 13:45 6230D TRICHLOROETHENE
6/16/03 13:45 6230D 1,2-DICHLOROPROPANE
6/16/03 13:45 6230D TOLUENE
6/16/03 13:45 6230D TETRACHLOROETI-IENE
6/ I 6/03 13:45 6230D 1,2-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 I0:00 6230D METHYLENE CHLORIDE
6/13/03 10:00 6230D CHLOROFORM
6/13/03 10:00 6230D CARBON TETRACHLORIDE
6/13/03 10:00 6230D llENZENE
6/ 13/03 10:00 6230D 1-2-DICHLOROETIIANE
6/ 13/03 10:00 6230D TRICHLOROETHENI:
6/13/03 10:00 6230D 1,2-DICHLOROl'ROPANE
6/13/03 10:00 6230D llROMODICHLOROMETHANE
6/13/03 10:00 6230D TETRACHLOROETHENE
6/13/03 10:00 6230D 1.2-D113ROMOETHANE (EDll)
6/13/03 10:00 6230D 1,2-DICHLOROllENZENE
6/16/03 17:45 6230D CHLOROFORM
6/ 16/03 17:45 62301) CARBON TETRACHLORIDE
6/16/03 17:45 6230D llENZENE
6/ I 6/03 17:45 6230D 1,2-DICHLOROPROPANE
June, 2003
Results Units
37111111 ug/L
I 0110 ug/L
291111 ue/L
1111111 ug/L
19111111 ug/L
621111 ue/L
7611 ug/L
77111111 ug/L
221111 ue/L
33111111 ug/L
8811 ug/L
271111 ue/L
8311 ug/L
17111111 ue/L
621111 ue/L
8411 ug/L
77000 ug/L
23011 ug/L
9700 ug/L
480110 ug/L
1200 ug/L
7300 ug/L
5811 ug/L
3200 ug/L
7600 ug/L
1900 ug/L
75 ug/L
780 ug/L
400 ue/L
2011 ug/L
11011 ug/L
3 111 ul!/L
64 ug/L
68(1 uWL
14111111 ug/L
550 ug/L
190 ug/L
52 ug/L
4411 ug/L
29011 ug/L
1400 ug/L
4011 ug/L
400 ug/L
130 ug/L
1611110 U)!./L
3211 ug/L
4211 ug/L
330 ug/L
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Clicnl
Samnlc ID
MW-8
MW-8
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-8 DUPLICATE
MW-II
MW-II
~1W-I I
MW-II
M\\'-11
MW-ti
MW-II
M\\'-11
MW-Ill
MW-111
M\\'-111
MW-Ill
~l\\'-1 I I
MW-111
M\\'-12
MW-12
MW-12
MW-12
MW-12
MW-12
~IW-121
~IW-121
M\\'-121
M\\'-121
~IW-121
~1\\'-121
~1\\'-121
~1\\'-121
~1\\'-121
~1\\'-121
~l\\'-121
MW-12D
MW-12D
~IW-12D
~IW-12D
MW-12D
MW-12D
~IW-12D
MW-13D
MW-16
Table 3
Summary of Detected Groundwater Volatile Organic Compounds
NCSU-Lot 86
Dale Time Mel hod Analylc
Collcclcd Collcclcd Reference Name
6/ I 6/03 17:45 6230D TETRACHLOROETHENE
6/16/03 17:45 6230D 1,2-DIBROMOETHANE (EDIJ)
6/16/03 17:45 62301) CHLOROFORM
(,/16/03 17:45 6230D CARBON TETRACHLORIDE
6/16/03 17:45 6230D BENZENE
6/16/03 17:45 62301) 1,2-DICHLOROl'ROPANI:
6/1 (,/03 17:45 6230D TETRACHLOROETHENE
(,/ 16/03 17:45 6230D 1,2-DlllROMOETHANE (l:Dll)
(,/ I 6/03 10:10 62301) CHLOROFORM
6/16/03 10:10 62301) CARBON TETRACHLORIDE
6/16/03 10:10 62301) BENZENE
6/16/03 10:10 62301) TRICHLOROETHENE
6/16/03 10:10 62301) 1,2-DICHLOROl'ROl'ANE
6/16/03 10:10 62301) TETRACHLOROETHENE
6/16/03 10:10 62301) TOT AL XYLENES
6/16/03 10:10 6230D IPE
6/1 1/03 10:05 62301) CHLOROFORM
6/11/03 10:05 62301) BENZENE
6/11/03 10:05 62301) TOLUENE
6/11 /03 10:05 62301) 1,2-DIIJROMOETHANE (EDl3)
G/11/03 10:05 6230D TOTAL XYLENES
6/11/03 10:05 62301) NAPHTHALENE
6/16/03 10:30 6230D CHLOROFOR!vl
6/16/03 10:30 6230D BENZENE
6/16/03 10:30 6230D 1.2-DICHLOROPROPANE
6/16/03 10:30 6230D TOLUENE
6/16/03 10:30 6230D 1,2-DIBROMOETHANE (EDB)
6/16/03 10:30 6230D NAPHTHALENE
6/12/03 I 3: 15 6230D METHYLENE CHLORIDE
6/12/03 13: 15 62301) CHLOROFORM
6/12/03 13: 15 62301) CARBON TETRACHLORIDE
6/12/03 13: 15 6°30D BENZENE
6/ 12/03 13: 15 62301) TRICHLOROETHENE
6/12/03 13: 15 6?30D 1,2-DICHLOROPROPANE
6/12/03 13: 15 62301) 1.1.2-TRICHLOROETHANE
6/12/03 13: 15 62301) TETRACHLOROETHENE
6/12/03 13: 15 6730D 1.2-DIIJRO/v!OETHANE (EDB)
6/12/03 I 3: 15 62301) TOTAL XYLENES
6/12/03 13: 15 G030D IPE
6/11/03 14:15 62301) METHYLENE CHLORIDE
(,/) 1/03 14: 15 6230D CHLOROFORM
6/11/03 14:15 62301) CARBON TETRACHLORIDE
G/11/03 14: 15 62301) TRICHLOROETHENE
6/11/03 14:15 62301) 1,2-DICHLOROPROPANE
6/11/03 14:15 6230D I, 1.2-TRICHLOROETHANE
6111/03 14:15 6230D TETRACHLOROETHENE
(,/10/03 16:50 62301) CHLOROFORM
6/13/03 14:50 6230D METHYLENE CHLORIDE
June, 2003
Rcsulls Units
320 ug/L
210 ug/L
I 60011 ug/L
300 U!.!IL
2711 u0L
3011 ug/L
3411 ug/L
2211 u1.dL
18011 uc/L
6.9 ug/L
4.3 u0L
14 ug/L
11 Ut.>:/L
25 uu/L
7.9 ug/L
6.6 ug/L
490 u0L
240 ug/L
1700 ug/L
46 ug/L
66 ug/L
84 ug/L
77000 ,) uc/L
10000 ue/L
18000 ,I ug/L
7300 ug/L
3800 J u0L.
2200 ug/L
27 ug/L
4400 ug/L
120 ug/L
8.4 ug/L
120 ug/L
51 ug/L
22 ug/L
I (,() ug/L
7.2 lll!IL
40 ug/L
5 ug/L
5.1 ug/L
300 ug/L
1.8 ug/L
5.2 ul!/L
2.2 ug/L
0.77 u~/L
3.6 ug/L
1.3 ug/L
8(,0 ug/L
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Client
Samolc 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-16D
MW-17
MW-17
MW-17
MW-17
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-171
MW-171)
MW-17D
MW-17D
MW-171)
M\V-171)
MW-171)
MW-171)
MW-171)
MW-27
MW-27
MW-27
MW-27
MW-34SR
MW-34DR
MW-351)
MW-35D
Table 3
Summary of Detected Groundwater Volatile Organic Compounds
NCSU-Lot 86
Dale Time Method Analylc
Collcclcd Collcclcd Reference Name
6/ 13/03 14:50 6230D CHLOROFORM
6/13/03 14:50 6230D CARBON TETRA Cl I LORIDE
6/ 13/03 14:50 6230D BENZENE
6/13/03 14:50 6230D TRICI-ILOROETHENE
6/13/03 14:50 6230D 1,2-DICHLOROPROl'ANE
6/ 13/()3 14:50 6230D TOLUENE
6/ 13/03 14:50 62301) I, 1,2-TRICHLOROETHANE
(,! 13/03 14:50 6230!) Tl:TRACHLOROETHENE
6/ 13/03 14:50 (,2301) 1,2-DIBROMOl:TI JANE (EDB)
6/13/03 14:50 62301) CHLOROBENZENE
6/13/03 14:50 6230D ETHYL13ENZENE
6/13/03 14:50 6230D TOTAL XYLENES
6/ 13/03 14:50 6230D NAPHTHALENE
6/12/03 11:05 6230D CHLOROFORM
GI 12/03 11:05 6230D 1,2-DICHLOROPROPANE
6/11/03 11:50 6230D CHLOROFORM
6/16/03 11:00 6230D CHLOROFORM
6/16/03 11:00 6230!) BENZENE
6/16/03 I 1:00 6230D TRICI-ILOROETHENE
Gil G/03 I 1:00 62301) 1,2-DICHLOROPROPANE
6/12/03 17:50 62301) METHYLENE CHLORIDE
6/12/03 17:50 6230D CHLOROFORM
6/12/03 17:50 6230D CARBON TETRACHLORIDE
6/12/03 17:50 6230D BENZENE
6/12/03 17:50 62301) TRICHLOROETHENE
6/12/03 17:50 6230!) 1,2-DJCHLOROPROPANE
6/12/03 17:50 6230D BROMODICHLOROMETHANE
6/12/03 17:50 6230!) I, 1,2-TRICHLOROETl·IANE
6/12/03 17:50 6230D 1,3-DICHLOROPROPANE
6/12/03 17:50 6230D l,2-DII3ROMOETHANE (EDB)
6/12/03 17:50 6230D TOTAL XYLENES
6/12/03 17:50 6230!) 1,2,3-TRICH LOROPROPANE
6/12/03 17:50 6230!) 1,2,4-TRIMETHYLBENZENE
6/11/03 17:20 6230D CHLOROFORM
6/11/03 17:70 6230D I. 1-DICIILOROPROPENE
6/11/03 17:20 6230D CARBON TETRACHLORIDE
6/11/03 17:20 6230D TRICI-ILOROETHENE
6/11/03 17:70 6230D 1.2-DICHLOROPROPANE
6/11/03 17:20 6230D I. 1,2-TRICHLOROETHANE
6/11/03 17:20 6230D TETRACIILOROETHENE
6/11/03 17:20 6230D 1,2-DIBROMOETIIANE IEDB)
6/9/03 17:40 6230D CHLOROFORM
6/9/03 17:40 6230D CARBON TETRACHLORIDE
6/9/03 17:40 62301) TRICHLOROETHENE
C,/9103 17:40 6230D 1,2-DICHLOROl'ROPANE
6/6/03 10:45 6230D CHLOROFORM
6/6/03 12: 15 6230D CHLOROFORM
6/ 12/03 12:35 62301) CHLOROFORM
6/12/03 12:35 62301) CARBON TETRACHLORIDE
Junc,2003
Results Units
2111011 ug/L
4311 ue/L
151111 ue/L
211111 ug/L
321111 uu/L
19011 ue/L
560 ue/L
131111 ug/L
25110 uu/L
21111 uo/L
130 ue/L
730 ug/L
58 ug/L
280 LH!/L
4.5 uu/L
1.9 . uu/L
6911 ug/L
120110 uu/L
1611 tw/L
69 ug/L
19 ue/L
440 uo/L
16 ug/L
810 ug/L
25 ug/L
190 ue/L
2.3 ue/L
2.7 ug/L
I ug/L
17 ug/L
2.9 UQ:/L
5.5 ug/L
I. I ug/L
1000 ug/L
I. I ug/L
220 ug/L
62 ug/L
41 ug/L
8.-1 ug/L
47 ug/L
1.3 ug/L
I 4 ug/L
9.8 ug/L
4.1 ug/L
8 ug/L
44 ug/L
(),(, ug/L
2.3 uu/L
059 ue/L
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Clicnl
Samnlc ID
MW-36S
MW-36S
MW-36S
MW-36S
M\Y-36S
M\Y-36S
MW-36S
MW-36S
M\Y-36S
M\Y-36IJ
MW-361)
M\Y-36D
MW-36D
M\Y-36D
MW-36D
M\Y-36D
MW-36D
M\Y-36D
MW-37
M\Y-37
M\Y-37
M\Y-37
MW-37
MW-37
MW-37
M\Y-37
M\Y-37
MW-37
M\Y-37
MW-37
~IW-37
M\\"-37
MW-37
~l\\'-40
~IW--111)-
~IW--121
~IW--121
M\\"-43
~IW-431)
M\\"-47
TRI I' BL.-\Nh: #I
TRIP BL.-\Nh: #2
Table 3
Summary of Detected Groundwater Volatile Organic Compounds
NCSU-Lot 86
Date Time Method Analyte
Collected Collected Reference Name
6113/03 12: 15 6230D METHYLENE CHLORIDE
6/13/03 12: 15 6230D CHLOROFORM
6113/03 12: 15 6230D CARBON TETRACHLORIDE
6/13/03 12: 15 62301) 13ENZENJ:
6/13/03 12: 15 62301) 1,2-DICHLOROETHANE
6/13/03 12: 15 6230D TRICIILOROETHENE
6/13/03 12: 15 62301) 1,2-DICIILOROPROPANE
6/13/03 12: 15 62301) llROMODICHLOROMETHANI:
6/13/03 12: 15 62301) 1,2-DlllRO,vlOl:THANE (EDBJ
6113/03 11 :55 6230D METHYLENE CHLORIDE
6/13/03 11 :55 6230D CHJ_OROFORM
6/13/03 11 :55 6230D CARBON TETRACHLORIDE
6/13/03 11 :55 6230D BENZENE
G/13/03 11 :55 6230D 1,2-DICHLOROETHANE
6113/03 11 :55 6230D TRICHLOROETHENE
6/13/03 11 :55 6230D 1,2-DICHLOROPROPANE
6/13/03 11 :55 6230D TETRACHLOROETHENE
6/13/03 11 :55 6230D I ,2-Dll3ROMOETHANE (EDB)
6/16/03 16:00 62301) METHYLENE CHLORIDE
6/16/03 16:00 6230D CHLOROFORM
6/1 G/03 16:00 6230D CARBON TETRACHLORIDE
6/16/03 16:00 6230D BENZENE
6/16/03 16:00 62301) 1,2-DICHLOROETHANE
6/16/03 16:00 6230D TRICHLOROETHENE
6/16/03 16:00 62301) 1,2-DICHLOROPROPANE
6/16/03 16:00 62301) BROMODICl·ILOROMETHANE
6116/03 16:00 62301) TETRACHLOROETHENE
6116/03 16:00 6230D CHLOROIJENZENE
6116/03 16:00 62301) TOTAL XYLENES
6116/03 16:00 62301) I, 1.2,2-TETRACl·ILOROETHANE
6/16/03 16:00 6230D n-PROPYLBENZENE
6/16/03 16:00 6230D 1,2.4-TRIMETHYLIJENZENE
Gil 6/03 16:00 6230D IPE
6/10/03 19:00 6230D CHLOROFOR~l
6110/03 10:25 6230D CHLOROFORM
6/10/03 12: I 5 6730D CHLOROFORM
6/10/03 12: 15 67301) 131:NZl:NE
6/12/03 15:40 62301) CHLOROFOR~l
6/12/03 15:20 62301) CHLOROFORM
6/9/03 10:55 62301) CHLOROFOR~I
6/11/03 00:00 6230D TOLUENE
6/13/03 10:30 6230D TOLUENE
Junc,2003
Rcsufls Units
4000 ug/L
28000 uv/L
no uv/L
4(,IJ(J uv/L
610 ug/L
I SOO uv/L
2200 uv/L
4000 ug/L
24000 u0L
2.4 ug/L
1400 uv/L
19 u0L
I. I ug/L
5.5 uv/L
II ug/L
31 u0L
10 ug/L
18 ui!/L
2100 .J ue/L
52000 .J ug/L
2900 u0L
4200 ug/L
420 ug/L
1500 ug/L
1600 ue/L
780 ug/L
440 ug/L
190 ug/L
550 ug/L
IOU ug/L
150 ug/L
5J U!.!IL
6-1 ue/L
33 ug/L
2.6 ug/L
5.-t ug/L
0.6-1 ll!.!;/L
10 U!.!;/L
3.6 .I ug/L
0.8(, lll!IL
2 111..!/L
2.1 ug/L
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
WELL
MW-2
MW-2 DUPLICATE
MW-3
MW-6
MW-8
MW-8 DUPLICATE
MW-II
MW-111
MW-12
MW-12D
MW-121
MW-13
MW-131)
MW-16
MW-16D
MW-161
MW-17
MW-17D
MW-171
MW-27
MW-29
MW-33
MW-34DR
MW-34SR
MW-35D
MW-35S
MW-361)
MW-36S
l\1\V-37
MW-38
MW-40
MW-41
MW--IID
MW-41 I
MW-42
MW-421
MW-43
MW-43D
MW-45
MW-46
MW-47
EQ. BLANK#]
EQ. BLANK#2
Table 4
Laboratory Based Natural Attenuation Analyses
NCSU-Lot 86 Site
Junc,2003
Chloride Sulfate Total Alkalinity Nitrate
280 ND 72.0 2.040
277 ND 64.0 4.110
I 5.3 ND 60.0 ND
39.4 ND 18.0 0.065
5.58 ND I 0.0 0.420
5.23 ND ND 0.470
3.57 ND 12.0 0.575
7.53 ND 11 (J.0 0.125
54.1 ND ND 0.160
3 18 86.0 0.195
2.51 ND 20.0 0.245
7.42 ND ND 24.1 OU
2.72 7. I 8 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 0.515
3.28 ND 12.0 0.210
2.15 ND 30.0 ND
2.09 7.03 34.0 0.070
3.49 ND 10.0 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 20.0 0.090
2.72 ND ND 0.630
6.47 ND ND 1.230
3.21 ND 34.0 0.185
ND I 1.8 ND 0.080
ND ND 10.0 0. I I 0
Data Shown in mg/I
Total On•anic Carbon
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 Dc1wtes "Not Detected"
I
I
I
I
I
I
I
I
I
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SAMPLE
IDENTIFICATION
MW-2
MW-2 DUPLICATE
MW-3
MW-6
MW-8
MW-8 DUPLICATE
MW-II
MW-111
MW-12
MW-12D
MW-12D MS
MW-12D MSD
MW-121
MW-13
MW-13D
M\V-16
l\1\V-16D
MW-161
l\1\V-17
MW-17D
l\1\V-171
MW-27
l\1\V-29
l\1\V-33
l\1W-34DR
MW-34SR
MW-35D
i\lW-35S
MW-36D
MW-36S
MW-37
MW-37 MS
MW-37 MSD
M\V-38
MW-40
MW-41
l\1\V-41D
Table 5
Groundwater Methane, Ethane Ethene Analyses
NCSU-Lot 86 Site
METIIANE ETIIANE ETIIENE DATE
(ug/1) (ug/1) (ug/1) COLLECTED
ND ND 2 6/ 16/()3
ND ND 2 6/ 16/()3
ND ND ND 6/16/()3
2 ND ND 6/13/03
ND ND ND 6/ I 6/03
ND ND ND 6/16/03
ND ND ND 6/16/03
9 ND ND 6/11/03
ND ND ND 6/16/03
I ND ND 6/11 /03
6 11 II 6/11/03
5 10 10 6/11/03
ND ND ND 6/12/03
ND ND ND 6/11/03
ND ND ND 6/10/03
ND ND ND 6/13/03
ND ND ND 6/11/03
ND ND ND 6/12/03
ND ND ND 6116/03
ND ND ND 6/11/03
ND ND ND 6/12/03
ND ND ND 6/9/03
2 ND ND 6/9/03
ND ND ND 616103
ND ND ND 6/6/03
ND ND ND 6/6/03
ND ND ND 6/12/03
ND ND ND 6/ 12/03
ND ND ND 6/13/03
ND ND ND 6/13/03
ND ND ND 6/16/03
5 9 10 6/16/03
4 8 9 6/16/03
ND ND ND 6/13/03
ND ND ND 6/10/03
ND ND ND 6/9/03
ND ND ND 6/10/03
June,2003
DATE DAH:
RECEIVED ANALYZED
(,/17/03 6/23/03
6/17/03 6/23/03
6/17/03 6/20/03
6/13/03 6/23/03
C,/17/03 (,/23/03
6/17/03 6/23/03
6/17/03 6/23/03
6/11/03 6/13/03
6/17/03 6/23/03
6/12/03 6/13/03
6/12/03 6/13/03
6/12/03 6/13/03
6/13/03 6/23/03
6/12/03 0/13/03
6/11/03 6/13/03
6/13/03 6/23/03
6/11/03 6/13/03
6/13/03 6/23/03
6/17/03 6/23/03
6/12/03 6113/03
6/13/03 6/23/03
6/10/03 6/13/03
6/10/03 6/13/03
6/6/03 6/13/03
6/6/03 6/13/03
6/6/03 6/13/03
6/13/03 6/23/03
6/13/03 6/23/03
6/13/03 6/23/03
6/13/03 6/23/03
6il 7/03 (,/23103
6/17/03 6/23/03
6/17/03 6/23/03
6/13/03 6/23/03
6/11/03 (,/13/03
6/10/03 6/13/03
6/11/03 6113/03
ND-denotes "Not Detected" at or above the lower method detection limit
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SAMPLE
IDENTIFICATION
MW-411 I
MW-42
MW-421
MW-43
MW-43D
MW-45
MW-46
MW-47
EQ. BLANK #1
EQ. BLANK #2
Table 5
Groundwater Methane, Ethane Ethene Analyses
NCSU-Lot 86 Site
METHANE ETHANE ETHENE DATE
(ug/1)_ (ug/1) (ug/1) COLLECTED
ND I ND I ND I 6191()3 I
ND ND ND 6/91()3
ND ND ND 6110/03
ND ND ND 6112103
ND ND ND G/12/03
ND ND ND 616/03
ND ND ND 6/6/03
ND ND ND 6/9/03
ND ND ND 6/13/03
ND ND ND 6/16/03
June,2003
DATE DATE
RECEIVED ANALYZED
6/10/03 I 6/13/03
6/10103 6113/03
6111103 6/ 13103
6/13/()3 6/23/03
6/13/(!3 6/23/03
6/(,103 6/13/03
6/6/03 6/13/03
6/10/03 6/13/03
6/17/03 6/20/03
6/17/03 6/20/03
ND-denotes "Not Detected" at or above the lower method detection limit
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WELL
MW-2
MW-2 IJUl'LICATE
MW-3
MW-6
MW-8
MW-8 IJUl'LICATE
MW-II
MW-Ill
MW-12
MW-121)
MW-121
MW-13
MW-131J
MW-16
MW-161J
MW-161
MW-17
M\V-171)
MW-171
MW-27
MW-29
MW-33
MW-34DR
MW-34SR
MW-35D
MW-35S
MW-361)
MW-36S
MW-37
MW-38
MW-40
~IW-41
MW-41D
~lW--111
~1\V-42
MW-421
MW-43
MW-43O
~IW-45
~IW-46
MW-47
EQ. BLANK #1
EQ. BLANK #2
Table 6
Groundwater TCLP and Dissolved Iron Analyses
NCSU-Lot 86 Site
Junc,2003
Arsenic Barium Cadmium Chromium Lead Mcrcurv
ND 1520 2.1 7.4 11.00 18.20
2.2 1490 2.6 8.4 12.00 47.60
5.8 654 ND ND 3.80 0.19
ND 604 0.59 2.8 7.8 0.(,6
ND 25.7 ND 2.4 1.90 ND
ND 25.1 ND 1.1 3.00 ND
ND 16.8 ND ND 1.6 ND
311.6 148 ND 49.8 ND Cl.I I
4.5 969 4.8 30.2 11.5 0.17
38.5 935 ND 794.0 63.00 (l.15
13.1 129 0.38 61.4 5.5 ND
13.1 1300 0.77 77.1 6.00 (J.10
ND 57.4 ND 115.0 2.70 ND
ND 140 ND 8.7 6.5 2.3
ND 56 ND 160.0 ND ND
ND 153 I.I 192.0 5.7 ND
ND 30.1 ND ND 3.80 ND
ND 30.1 ND 153.0 ND ND
ND 16.4 ND ND 3.4 ND
ND 62.4 ND 51.5 5.50 0.10
ND 87.4 ND 103.0 6.50 0.12
ND 13.8 ND 178.0 3.80 0.12
ND 72.9 ND 12.8 ND 0.12
ND 917 ND 119.0 7.90 0.11
ND 8.7 ND 29.4 ND ND
ND 34 0.24 76.6 3 ND
36.2 I 7. I 0.38 30.9 9 ND
ND 341 2.7 3.1 5.7 0.83
ND 548 0.3 2.8 2.40 0.21
ND 22 ND 8.4 ND ND
ND 56.7 ND 117.0 4.50 0.10
ND 172 ND 183.0 10.00 0.1 I
ND 59 ND 242.0 ND 0.11
ND 43.3 ND 87.4 ND 0.12
ND 29.9 ND 81.8 ND 0.10
ND 39.9 ND 40.2 ND ND
3.8 245 1.5 104.0 39 ND
ND 11.6 ND ND ND ND
18.7 73.2 ND 96.7 6.40 ND
14.3 273 ND 541.0 28.50 0.12
ND 26.7 ND 3.0 ND 0.10
ND 0.22 ND ND 2.4 ND
ND ND ND ND ND 0.16
Data shown in ug/1
Selenium Silver Iron
35.4 2.3 159
32.6 2.5 101
7.2 ND 4710
6 ND 98.4
4 ND 53.8
ND ND 75.8
ND ND 61.5
4.9 ND 8380
5.1 ND 37.8
4.1 12 10800
ND ND 1290
ND 0.8 308
ND 2 1990
8.7 ND 2610
ND ND 2690
7.5 ND 4140
4.7 ND 179
ND 1.5 924
ND ND 43.1
3.1 0.93 157
ND ND 656
ND ND 663
ND ND 346
ND ND 44.3
2.9 ND 173
ND ND 120
ND ND 10100
9.6 ND 178
5.7 ND 68.2
ND ND 133
ND ND 385
3.1 1.7 781
8.2 2.7 1140
ND ND 692
ND ND 356
3 ND 1040
2.6 ND 966
ND ND 98.5
ND 0.8 32.3
4 5.1 921
2.7 ND 200
2.8 ND ND
ND ND ND
ND Denotes "Not o.._•tcctcd"
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SECTION C
Boring Logs/ \Veil Construction Records
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William G. Ross J/.'s-e~~ 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.
l<S:JWG:
Enclosure
cc: Groundwater Files
Wake County Health Department
East Coast Env. PA Clo Mr. Thomas R. Will 3709 Junction Blvd.,Raleigh NC 27603
CSince)/y, \) .
~ 11=-~7' dt~~-~---
S. Jay Zimmerman, L.G.
Environmental Reqional Supervisor
Raleigh Regional Office
-R,-,l-t1i-ql-il-,e-n-io-11-al_O_lfi-,c-e ____ 16_2_8_M_a_il S-e-,v-ir_,o_C_e_nt-e,----·--p-ho_n_e_(9-1-9)_5_7_1-4-70_0 _____ C_us-to-n-,o-,-S-e,v_i_ca_ e~
Gr11u;,uwat~r ~3cction R.1!ei:,h, NC 2/699-1620 I · ~ acs1milo (9Hl) 571.1:iW 1-S00-G'.~:O-i'7.f8
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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 Department of Transportation of Wake County and the site is located at and on the NCDOT R/W Wade Ave (SR1728), at North Carolina State University (Lot 86) & @ Trinity Road (access road to RSC Center), Raleigh, North Carolina, Wake County. This permit is issued in accordance with the application received on April 9, 2003 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.
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 of its issuance until April 14, 2004 and shall be subject to other specified conditions, limitations, or exceptions as follows:
1 .
2.
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 prooeny owner(sl stating ir.;comion :: construct additional wells, the number of wells to be constructed, and signatures by the property owner(s) and subject applicai7t(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
Ironmenta upervIsor
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 ...
YOUR
LOCK and LABEL
MONITORING WELL CAPS
Why is the Division of Environmental Management distributing this flyer? Over the last few years at least six monitoring wells in Nonh 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 exam pie ...
On January 2, 1991, 1,730 gallons of kerosene were pumped into a monitoring well at a convenience store in Raleigh, Nonh Carolina. The responsible party estimates that it will cost more than a million dollars to clean up that site. According to a srrict 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)(l0)) 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" (ISA 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 srorage tanks. The inspection of 24 of these facilities revealed that 20 of them did nm 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 I SA NCAC 2C regulations can be$ I 00 for every consecutive day of noncompliance (see G.S. 87-94). Potential penalties for noncompliance with ISA 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 DEPAJTTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER QUALITY -GROUNDWATER SECTION
APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING WELL SYSTEM
(Please Type or Print Clearly)
Date: March 15 , 2003 --------County wake
In accordance with the provisions of Article 7, Chap_ter 87, General Statutes ol North Carolina and regulations pursuant thereto, application is hereb{made for a permit to construct monitoring wells.
1. Name of Applicant: North Carolina State. University (Telephone: 9195·1 56859)
Applicant'sMailingAddress: Campus Box 8007 Raleigh, NC 27695-8007
2. Name of Property Owner (if different from Well Owner): NC Department of Transportation
0 ne , Ma·i· 'dd ss· P.O. Box 25201 Raleigh, NC 27611-5201 w rs I ing ,..._ re . ----------------------------------
3. Contact Person: Duane Knudson (Telephone: [phone] )
4. Location of Property: DOT R/W@ SR1728 (Wade Ave.) at NCSU Lot 86 (near Trinitv Rd.)
5. Reason for Moni\oring Well(s): Groundwater Assessment
(ex: nondischarge permit requirements, suspected contamination, en•1ironmenta/ c:.ssessment, etc.) I 6. Type of facility or site for which the monitoring well(s) is needed: Super fund Site ( Lot 86 NCSU)
(ex; nondischarge faci!ity, waste disposal site, landfill, underground s:orage tank, c:c.)
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7. Type of con:amination being monitored (if applicable): S_o_l_v_e_n_t_s~,-~_le_t_a_l_s _______________ _
{ex: nutrients, organics, 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 pollution source: _±..cS_0_0 ___ feet
NO 10. Are any water supply wells located less than 500 feet lrom the proposed moni,oring wells? ___ _
11. Well Coolractor: _____ ..Yi_¥'--L-~/._'/\/~C_. ____ _
Ii yes, give dista:~ce: ____ 7eet
12. Well Contractor CeGiiication #: 28(,,S-
13. Well Contractor's Address: ---c~~ S~~~~~, _n~v~u.~~--~-~--5~,_N __ c~?-,~7_C~Z~~----
PROPOSED MONITORING WELLCONSTRUCTION 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_2_5 ____ feel
3. Gravel or sand pack interval (if appropriate)
From 1 1 3 feet To 1 2 5 feet
4. Type of casing used: 2" S. Steel (inner)
(ex: PVC, stninless steel, galvanized steel. etc.) . **** 6" PVC (outer)
FOR OFFICE USE ONLY
-PERMITTED ACTIVITY 1
_ U.S.T. LEAK DETECTION
~ROUNDWATER QUALITY STAN
ACTIVITIES
_ NOTICE OF NON-COM
UNPERMITTED FACILI
PERMIT NO.---ISSU --19 --lflm D~ Oc> 571 Af,,,~, J 1.5; -z..,;,c,3 5. Diameter of casing: __ .,.,_ __ inches (inner)
11l~N:;;:C:'.:ID~E;.::N~T__:#:._::=========-----_J tr.nnlini1P.ri nn RAvAr!'.A' ._ GW-22M (REV 3/2000)
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6. Thickness of casing: ~0'-.'-1'----inches
7. How will thewell(s) be secured? Locking Cap @ TOC, Steel or Aluminum Stand Pipe, and Flush Mounted Manhole Cov.er (1) well 8. Estimated beginning construction date: April 5, 2 0 0 2
9. Estimated completion date: _ _,,l\4-p~r~i_)~3~D.,_,_, ~2~D~D~3 _______ _
ADDITIONAL INFORMATION
1. ATTACH A SITE MAP SHOWING THE LOCATIONS OF THE FOLLOWING:
1 • PROPOSED MONITORING WELL(S)
2 • ALL EXISTING MONITORING ANO RECOVERY WELLS OR TEST BORINGS INITH THE PROPERTY 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 CONSTP,UCTION 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 wiih approved specifications and conditions of the 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.
Signature of Applrta \ or Agent
Manager, Environmental Health & Safetv, NC State University Title (if applicable)
If the property is owned by someone other than ihe applic2.nt, the property owner hereby consents to allow the applicant to construct monitoring wells as outlined in this application and that it shall be the responsibility of the applicant to ensure ihat these monitoring wells conform to the Well
Coo~L" 15A Noni; Camlm, Admh1isl.aU,e Code, Sobclrnple12C).
Signature of Property Owner (if different from applicant)
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Steel or Aluminum lockable Standing Well
SURFACE GRAD£ +
+ +
f +
.+ +
+ +
+ +
+ +
+ + +
+ +
+ +
+ + -+ +
+ + +
+ Native Solis
+
+
+
+
+
•·
+
+
+
+
+
+
+
+
+
+
+
N
'ONSE
EMEiiJATION
12861 NC' l\ii;hw1y 96
Zthulnll, NC 2n97
(Vl~lloi>-IJ.O<I fu:(91')1~.\.J71U
T
+
+
+
--
+
+
+
T
T
T
+
+ +
+ .,
+
+
+ T
+ T
+
+
+
+
+
+ + .. +
+
+ +
+
+
+
+
T
+
Cose
+
+ +
+ + ,
+ + f + + ;!
+ + jl
+ l_
+ ft
+ + ,~-
+ + !f -+ ~
t
t + ~
+ + :.. -+ + f:
+ + ~ + + _] + + . "1 ~.
T 11
1 11· -"' + ~ cS ~
0 {j + ~] • %
+~ -cl + " '-'-"' -~, ,,.,
+ fr•. + ~ I , ,,.
'• + ~~:
T
+ ~· + . +]
T + R +
+ l + + I + ,:
T +E
DAT[:
DRAM/:
R[\.1[ltf'D:
SCALE:
PRo..ECT /:
------
2· Locking Well Cop
Concrete Grout
+ + + +
+ ' +
. I+ + + + + ·~ + + + + +
1+ + + +
~+
+ + + + +
+ + +
+ + + + ,.,, +
·-1'1 + + + + + -ru+--+ -
v:5• :'IC ~utc:
r, T -'< 2-u C 11 {a T
~+ 0 "' ,f< . a. + t+ -' ~ -e: . j , -C)
-~ + %-C) -'( C) ·~ . " Jl + ~ r; _ tl _
+1 + f .
-~ cl •
ii+ ~ + +
-~ T l( +
r+ +
, 1 T :',j :1i + T
!i -8 :Ii,-:-T
.~ +
02/07/0J
KBB
mw
Not To Scolo
+
+
t
+
T
+
+
+
T
+
Cc=mg
T
T + T --+
+ +
Native Soils -
T + ' T +
T -+
+
+ + +
T
+
+ +
+ + T +
+ T
+
+
+ T
T
+
T
+ T
FIGURE 1
Proposed Type Ill Monitoring Well
Construction Detail MW-12D
North Carolina Deportment of
Transportation Right of Woy
Wade Avenue Extension
f7LfNAJJ[: ~_,, 11W" Loca(~,..,~ Raleigh, Wake County, North Carolina
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Steel or Aluminum
Lockable Standing Well Case
2-Locking Well Cap
Concrete Grout
SURFACE GRAD€ --.--.---,----f'-,,lf-J+f;J;l",--+,--+--+-----,+-
+
-,.
N
PONSE
& EMEDIATION
12861 NC llig!H•·•y 96
Zebulon, NC 17~91
1~1<>1 )M, I WO r .. ; cq 19) J~~-.n.,,,
+
+
~
+
+ + + + +++ +
+ +
+ +
+
+
+
+
+
+
+
~
+
+
..,m1 l · 1//, ~ i af.•.1
// 6" PVC Outer. Casing/ t~ //////////~
j l · 2" Sldn/ess Slee/ Slol/cd Well Screen ·~
o,n:, 02/01/t).J
ORAHN: KBB
R£\1El+f:D: TRW
SCA!£: Not To Scolo
PRQ.£Cr /:
nLENAME: f'mpo,-,i 11W Local.bu
~©~V
FIGURE 7
Proposed Type Ill Monitoring Well Construction Detail MW-73D
North Carolina Deportment of Transportation Right of Woy
Wade Avenue Extension
Raleigh, Woke County. North Carolina
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D
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Steel or Aluminum
Lockable Standing Well Case
2" Locking Well Cap
Concrete Grout
SURFACE GRADE --+--+--,---:"-,lt+\-h\iS--+.--+----:+--+:--
+ + + + +++ + + + + t
+ +
+ t
+
+ +
+ +
+
+ +
+ +
+ + +
T + +
+ + +
+ +
+ +
+ +
C
DA.TC: 02/07/tJJ FIGURE
+
+
+
DRAl+N: KBS Proposed
+
1
Type Ill Monitoring ESPONSE RC't'fCMD: 1711+' Construction Detail MW-16D
Well ~ON
RIEME&'JA TION North Carolina Deportment of SCALE: Not To Seo/,:, Transportation Right of Way 1~111,1 NCflighw11y9c, PRO...CCT ,..
Wade Avenue Extension l.d,ul,,n. NC 27597
(91~) IM, I .IN ru: (919) }6.1-.\UO nL£NAM£· f'or,y_,~MWloc,:,lh,• Ralc:igh, Wake County, North Carolina
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Steel or Aluminum
Lockable Standing Well Case
SURFACE GRADE + +
+ ·I + +
+ + + ~ + + + + fj + ' + F.
+ + + + + 1t + + + l
+ +· + + + ti ' I + + • + 1,
+ + + + 11
+ + + + (1
+ + + +
:+~
+ + +
+ Native Soils +
+f + + + + + + I + + + + ~ + + + ➔ +
+ ~· + + + (., + + + + + + -r, + + +
+ + + + T _}l
~ 1·1 + + + + fi "' " {l + + + -;; + + + + rj.f + I),
+ + + -+ ~ -C + • .2 -':'.:.
+ + -"' -J.1·. "' + [r + + + ~ . ; + + + ,,--+ + + • T ~~:
+ + + + + + ~--+ + + +] > + + + + +
+ + + + ~!
+ + + + ,{
+ + + + "i" tj' + -+ -+ •1 + + + F, +
DATE: ~ DRAMN:
PONSE R£:\1£1+£D:
C~1Et!ATION SCA.LE:
I ~lt(,t NC Hishw•y % PRO..l."CT /:
Zehul,,n. NC 27597
2" Locking Well Cop
Concrete Grout
+ + + +
+ ·I· + +
'·J + + + + + ~ + + + + +
1+ + + + +
l1 + + + • +
M+ + + + + r, + + + +
f'1 + + + + + + ~ + + -

-
+
v:5• PVC tlvter Ca:;ing
+ + + -+ r, + + • • -'<
~+ " + + + • Q r! C • • . " + Ci+ ~ + t . Q + Native Soils + ll + -+ . ~ ~ . + + J . --0
,~+ l ~ i-+
aj . " • --1,+ ~ + + r -D +-+ + ~ + .§ + -·e . :5 +--I.'· • ~ + + + + + -.
.~. + + + ~: + + -+
+ + 1 .
. --~ + + + +
il + + -• Ii + +
~+ + c
~ + + + ~-, -;. +
+
Well Screen
02/07/0J FIGURE 7
KBB Proposed Type Ill Monitoring Well
mw Construe/ion Detail MW-17D
North Carolina Depart men I of Not To Scafo Tronsporla lion Righi of Way
Wade Avenue Extension (~ltf JM-1.'<\l Fa,: (11191 .1~_,.J HO FJL[NAVL: Pro(~ ._ Loco/Jon• Raleigh, Wake County. North Carolina
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a· Steel Manhole
SURFACE GRADE+ +
+ +
+ +
+· +
+
+ t
+ +
+ +
+
+ +
+ +
+
+
+
+ +
+ +
+
-+-+ +. T Native Soils· -,.-+
N
PONSi
EMEDIATION
12&1>1 NC\lichway 91>
Zcbuloe1, NC 2:5~:, .. ,tJO
+
+
+
+
+
+
+
+
+
+
+ +
+
+ +
OATC:
DRAHN:
Rf\1[fffl):
SC.A.LE.:
PRo..ccr,:
f1L£NAU[:
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
k' g Well Cap 2· Lac m rout Concret~ G
+
+
+ +
+
+ C
+ +
02/07/0J
KBB
mw
No( To Seal•
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+ +
+
+
+
+ +
+
t
+ +
+
+ +
+
+ +
+
+
+
+
+ + + Nctive Soils
+ + +
+
+
+
+
+ +
+ +
+
Well Sc.~een
E 1
. · g Weil FIGUR II Monilorm
Proposed. Typ~etoil MW-41D of Construct/On Deportment
North Coro/mo Right of Woy Portatron .
Trans ue Extens,on Caro/li10 Wade A v1;n e Coun ly, North Raleigh, Hok
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M1~1c1e1 r. cas1ey, Uovemor
William 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 1 5, 2003
Mr. Duane Knudson
North Carolina State University
Campus Box 8007
Raleigh, North Carolina 27695-8007
Subject: Well Construction Permit
No.# WM0500510
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. P.A. Clo Mr. Thomas R. Witt
3709 Junction Blvd.,Raleigh NC 27603
Sincerely. ;'l
~~: ··z,,, k:,,,-~,~, __ ·
S. da z<nimerman, L.G.
Env" onmental Reqional Supervisor
Raleigh Regional Office
-ll-al-ei_g_h -H-e~-Jio_n_a_l O-ffi-,c-c ___ _:.16_2_8_M_a_il-S-t:1-vi_e-0_C_c_n_tc-,---------------------rl~h
phone [phone](10 Cuslu111~r Sorvieti f:~roundw;1t()r Section n;1loigh, NC UG99-1G213 fa--•;in,i'." ("19) •.-11-•'710 ~ .. , • , 1-500(i'.,'.l-7748
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•••
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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
Department of Administration of Wake County and the site is located at North Side Wade Ave. (SR1728) & one
half mile west of the Blue Ridge Exit Ramp (SR1670), Raleigh, North Carolina, Wake County. This permit is issued
in accordance with the application received on April 9, 2003 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.
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 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.
3.
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) Proof of notification lo 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
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No.# WM0500510
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ATTENTION ... ATTENTION .•. ATTENTION ... ATTENTION ... ATTENTION .•• ATTENTION ••• ATTENTJON ...
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 mistaken as Underground Storage Tank (USD 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 ...
On January 2, 1991, 1,730 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 ofa 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)(l0)) 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 th at 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. TI1e inspection of 24 of these facilities revealed that 20 of them did not 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 ,vith 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 $ I 0,000.
Join us in our efforts to protect
our irreplaceable
underground drinking water supplies.
LOCK AND LAIBEL THOSE MONITORING WELLS !
........ DO IT TODAY ...... DO IT TODAY .•.... DO IT TODAY ••••.. DO IT TODAY ...... ..
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~L/21/2003 15:01
01/.19/2003 10: 11
02/14/2003 10:~3
9195158425
9195158425
91377204&8
NCSU REAL ESTATE
NCSU REAL ESTATE
EAS"r COAST
PAGE 03/05
PAGE 03/05
PAGE 82
)'{ORTH CAROLINA DEPMTMEITT OF ENVlRONMENT & NATURIIL RESOURCE?._
D!Vl:::IJU!'I 01' WATER QlJ/\LITT • OR.oui,DW.A'l'ER, 3EC'I10N . -...
APPLICATION FOR PERMlT TO CONSTRUCT A MONITORING WELL SYSTEM~.
Oote: March 1 5 2003
[Pl= Typ~ or Print Clear~/)
Coi;nty WAKE APR J 20D3
In ~cocid,,,,CG with '.ho provioions of Article 7,·Chaptar 87, General Statutas of.North c.;aro11na on<l r~latlona pur,uani
\hare10. application Is hereby maiJ0 for o pormtt to construe\ rnonitorlng wella. -0 · -•
1. N~rno or Applicant 11c>:th c ... rolina s:tmtG> 1Jni vers i ty
Apc,loont'c Mailin~ A<id'°'o: Campus Box 6007 Ralei9'l'l, NC 276.-'9'-!''---6,;,,c,0..:.0..:.7 _________ _
2. Nsn,e cl ProD<><\Y Owne: (11 dltt@rent rrom WoU Owner): 'NCY:Dep~tlll~1t')):C,J•ri1arnipi;et~;t:t,-=111:zs1
Owpe,'s Mailing Addres5: ""' :.,;;.,.,,:~ . .,~f Pi-' -•· ,o/,/t).<t) 6;9/;J;.ftJ',3 :J./f
/
.... -(TelochonQ: 51 5-6859
l ·Looanon of Propir1'J: rw DOA Propoerty ot North Side 0£ Wad-,, Ave. ( sn.,;,,17 28)
5. ReMon for Mon!torin1; w~ll{-'}: Groundwater 1..ss~~s~s~m"'e"-n"-t=-------------------
(ex: Mnd!Dctiaroe permlt ra(:\U!:'Qmooti, ::.:i~cte.d corrt-;1m!r.~:!6t\, envlronmGnlaJ ~:~rr.&rr., itt.}
6. Typ,i cl i.ioili:y or sila for which the rnonttor.n9 well(s) is ~codac: Superiund Site ( Lot 8 6 NCSU)
· · (~1<1 r)OndlW.a~ .. tadH1y, wc.t:lo ct~os:.£! sltP.. lar.dHIL uride:grcund storage tan.;:, e:tc.)
7. Typo Cl contamination bQlng monl~red Qf applicable): _ _;s:;_o:,.l"--.C'.::ce;:cn..::t:.::5:..L...:lcc.1e:;ct=a:::1;,::G:_.. ____________ _
\ex: nulri•rY.5, orgMloe, l1w.yY metol~, elo.)
8. · Are any oxloUng racovery wells as.ocla~a v~th \he monitorcoo well(s)'? __ _;N"'O'------If Y9~. r,ow many? ti/ A.
fl\wcoveiry Well OoMtruc:icn Permit No. _______ _
I 9. Distance to a knmn waa:~ or poijuUon sourto: ~ 1 , O O O fee1
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1 o. ~-r10 a~r_ w~itH .11uppty Y1c!b loce.ted le$t tho.n 500 fgcrt !<om \he propOS1tid moriltOring wells?__,_,N""O __ _
11. Well Coniracw~ J&L Inc. -=---'-------------
tt yes, give c'lstanc._: ____ 1t1et
12. We,11_ c:&r/?cicc Ccrli;,,;,tlon #: ~ ~-5~-------
13. Well Con:rao:or'S Acdreso: 1 09 Geog Streoc, ?ou:c o~k.s, NC 2 7 5 2 4
PROPOSED MONiTORING Wl;LL CONSIB.l.J..QTION INFORMATION
1. Total N1;'11bo< or wer., to be constructed: __ 1 _____ ; IA) Nurnber 10 be complete<l in bOd<oek? _____ _
(Bl Nurn:ier to De cornplated 1n unccnsonoa1ec1 rne.1er,ar1 --"o~:::=;;;;:;;_ _______________ .,
EPE Ql'FICE use ON" y
F'£AMrrrrn ACTIVITY
. , , ·. _ l,).S.T. LEAK DETECTION .
3, . Qia✓el cir c!nd pack Interval (ii !lDPfOpria1e) ~GROUNDWATER QUALITY STANDARDS
From 11 3 __ ,oot To 1 ?,5 feel VIQt.ATIONS SUSF'l!:OTEf\ f'AOM tJNP~RMrTTED
ACTIVITIES
·4. ,ypo of ~asing uaod: Staini!,~e~s~s...-fi~t~· e'-e~lc._ ___ --'-I-NOTICE OF t-lON-COMPUANCE AT
UNP.CRMITTE:O l'ACIUTIF~ n_____. / ;
1
S-
9
/ 2,Q 72
PERMIT NO.----ISSUEO "'T)-4--I -_,
5, Diameter or casln~: __ .....,z'-__ lnchet LL.A??D ~ ,co 5"" /Z>
· L,!!N~O~\;::Dlc~-N!,T!,..ff!t.;;:=::=;;;:.;. __ ..===------1
: GW-i~~!\Ev 3/2000j 1r.nnllnu~n nn f<ov,,r,u,1
0·21_19!2003 10: 11
02/14/2003 ]0; 53
_,.,_ .,.., ....... ..,---, ......
9195158425
9197720468
o. To1Ckn_e5s o( o••lng: ~o ___ , ___ incheo
'''--'-''-' n1....,....,._ .__,,,....,._
NCSU REAL ESTATE
EAST C:O~ST
PAGE B4/05
'AGE 03 I
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1. How~;l;-tho well(,) be secured? Locking Cap @ TOC, S!:eal or Aluminum Stand Pipe
I ij. E,;um_ated begion1ng construotlon 0816: l,pr iJ. S. 2003
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&QombNAL INFORMATION
1. ATTACH A BITE MAP SHOWING THE LOCATIONS OF THE FOLLOWING:
1 · PROPOSED MONITOR Ii-JG WELL(S)
. 2 -ALL EXl8TING MONITORING AND RECOVERY Wt:LLS OR TEST BORINGS 'NITH THE PROPERiY
BOUNDARY
.j -ALL YIATER SUPPLY WELL$ 'NITI-\IN 5QO FcET OF THE WASTE SOURCES
4 • AT LEAST T\"10 REFERENCE POINTS (NUM!leRED ROADS, IN"TERSECTIONS, Sl"F-EAIAS, ETC.)
2. PROViOEA WELL CONSTRUCTION DIAGRAM OF EACr: WELL SHOWING DIAMETER, ESTIMATED DEFTH, SCREEN
I1'/TEFlilALS, SAND/GRAVEL PACKS. TY?,' (IF C:ASING MATERIAL. CASING WALL TrllCKNe6$, VVEcL HEAD
COMPLE"nON DETAILS, ETC,)
The Applicant hereby n;irees the proposed well(s) will be cor.structed in 2.ce0rdance with
opprovsd spccificotiono and conditionc oi lhG WBII Construction Permit ao rcgula:ad um'.€r lhw WAIi
Construction Standards (Tr\JQ 15A North Caro/ins Administrative Code, Subchapter 2C) and accepts
full responslblllty for compliance with these rules,
:J~ al~
. Signatufe o!App!Cant _or Ment
·Manag§r, £nvironmental Health & Safety, NC Sto~e Univera~ty
lillo (if api:l.!c~blo)
Ii tbs property is owl'lOd b·; somoonG olh.:ir than the aop\icgnt, the prope:w owne, he'.eby
. • corn;erM to !!.lluw ii"" applicant to construct mcnitoring w,lls as outlined in lhis e;iplioetion one th.ot
·. it shall bs the responsibility ot \ha applicant 10 ensure that these rr,onltoring weils co:iic,rn to the Wall
Construction Standards (Title 1~A North Carolina Administrative Code, Subche;ter 2C).
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Steel or Aluminum
Lockable Standing Well Case\ _
\ v2• Locking Well Cop
~ rConcrete Grout
SURFACE GRAD£ -----,--rrltH,llr--,,c-~+--·,~.-+-:---+ + + + t'' JI:):· + ,
++++\.l,'l .•.
T + + ' + ; I· +
·I t· ·I t ->
+. +· + +
+ + + -4--4-
+ I· + t
+
+ + + .j.
+ + + + ...,. +
+ I
----+ + + +
-Native Soils·
IAcnoN
1~ ESPONSE
l.RJE~mi5'IATION
128<>1 NClli;:l,w11y%
Zchulnn, }.'C ~7~<)7
(~l~J l!-t>• l~!~l I .,-1~l'l) 1(,,,1._17.IO
+
+ + +
+
Native Soils
+
-! +
+
+
+
..;.. ..:..
-i-+
+ + +
---:---+ -:-..;.. .;..
+
T
+
DAT[: 02/14/0J
DRAl-m: KBB
R£'v1£',tf:D: TRW
SCALE: Not To Seal"
PRO.JfCT J:
nL[NAM[: Pro,:,oH>d hf lO<;'Olkwi•
+
We!f Screen
FIGURE 7
Proposed Type II Monitoring Well
Construction Detail MW-430
North Carolina Department of
Administration Property
Wade Avenue Extension
Raleigh, Wake County, North Carolina
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Post-It' Fa, \etc
· T~f\ cG_a .,__ \::: "c ••. L
c~.,c~;.'.
;>~,Or'JG ll
Fax ~ S-~307
North Carolina
Department of Administration
?<i(:~.;x! F. l:as:!y. G~ve1:-.c1
G..:..y::-.:-. T. S·>..~r:sc:-,. Sr.::::re::-.ry
feb::-J,rr:• 19, 2003
Re: Rig:1: of Entry -let S6 >fo:ii:o:-i~g We]]
767~ ,J'"'2/z..,/oJ t:.~<,.►
F!Cm_Lj ' -, II -~ ~,
.::,"O~•O Ill
F5,. ◄
lt is ·.:r-.de:3tcoC •mC.. a2:-2ed ti-:c.:. ncthir.~ he_--eir. 2;:e2.:es 2...--iv ~-inari;:ia.1 liabil:~\· -.::-:Ts:.-ons:t:11:·:
,:i;: :he ::,z.:-r o!· tr.e State w:tr. reSpe:: :o s~ch ,vc:=-k. Tr:e effe::t;\·e C.:i1s cf this :-:.:£~:t cf (;1::-: :~ :~it :i::.:-:; 2:·
t:':~s ~et:£r. ;=-1.:;-J-_er.:-:ore, :hi.~ r.fht of er.try is su·~'.e:t ::1 2-ny ::,,:icr cd:-co::':~:-:2 . .nc~ g:-.::r.i:::. :·er ···:::r·-=·.:.
or r-:::ads.
f\~aillr.g Address:
1321 ;',ic.il Scrvi.:e C~nte:-
RG..!c.ii.;k ~-C-27699-131 ~
S'.r.c:erely.
EcQJ,, Pco:c
Gen~f2l Re~ ::-St2.tt :vran:iger
To:epl1011e (9:l9) 733-434G
Fa~ (919:1 733-'14"3!
s:~v. Cott.."1r.; :;i:52-7!-78
A1; &;t.:::.l Op;,c:ru:;:~1 t .-\f~r;:;-.a:!vt A.Ct~o:1 'Er"'-4':o~ t:
WtC': h1:p·!/~:i:.:i.do.:u;1:c.r.c.m
L::-ocJt.O:":
116 \Yi.!>\ J~1;es St.-c~:
R,11e:£:~. :--.;:;::6 Ca:c:::~"
_:;-
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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) Leo H. Charbonneau CERTIFICATION# 2865
WELL CONTRACTOR COMPANY NAME ~J=&=L--=Dccriccllic;ng'-',-"ln;,:cc_. ______________ PHONE # [phone]
STATE WF.LL CONSTRUCTION PF.RMJT# _,W"""M"'05e,00=,5,-11,_ ____ ASSOCIATED WQ PERMIT# ----------
(if applicable) (if applicable)
I, WELL USE (Cncck Applicable Box): Residential O Municipal/Public O Industrial O Agricultural 0
Monitoring K1 Recovery O Heat Pump Water Injection D Other O If Other. List Use._M_W_-_12_D ______ _
2. WELL LOCATION:
Nearest Town:.-'Rc;•:::l•:::'a:9hc:__ _____ County_W_ak_e ___ _
Wade Avenue Extension (Near Edwards Mill Road)
(StTCd Name, Numbers, Cummunity, Subdivision, Lot No., Zip Code:)
3. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
(Street er Route No.)
Raleigh NC 27695-8007
City or Town
(~-515-6859
Zip \..ode
Arca code-Phone nwnbcr
4. DATE DRILLED,_0,e5::,l08c,l0e:;3e__ ___ _
5. TOTAL DEPTH:._c10ccT_bccls"------
6. DOES WELL REPLACE EXISTING WELL? YES D NO Rl
7. STATIC WATER LEVEL Below Top of Casing: ____ IT
{Use Mt-" if Above Top of Casing)
8. TOP OF CASING IS -0.5 FT. Above Land Surface•
-Top of casing terminated at/or below land surface requires a
,·ariance In accordance with 15A NCAC 2C .0118.
9, YIELD (gpm): ___ METHOD OF TEST ____ _
10. WATER ZONES (depth): ___________ _
11. DISINFECTION: Type ______ Amount ____ _
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
From -0.5 To 97.0 Ft. 2" Sch 40 S. Steel
From -0.5 To 90.0 Ft. 4" Sch40 PVC
From, ___ To ___ Ft.. ___ _
13. GROUT: Depth Material Method
From 90.0 To 95.0 Ft. Bentonite _P_o_u_re_d __ _
From -0.5 To 90.0 Ft. Neat Cement Poured
14. SCREEN: Depth Diameter Slot Size Material
From 97.0 To 107.0 Ft._2 __ in. 0.10 in. SteinlessSteel
From. ___ To ___ Ft. ___ in. in. ___ _
15. SAND/GRAVEL PACK:
Depth Size
From 95.0 To 107.0 Ft. #2
Material
Well Sand
f-rom ____ To. ___ Fl.. ___________ _
Topographic/Land setting
□Ridge □Slope □Valley Jl(!'lat
(check approprin1.c: box)
Latitude/longitude of well location
(dcgrecs/minutcs/sc:conds)
Latitudenongitudc source:OGPSOTopographic map
(check box)
DEPTH DRILLING LOG
From To Formation Description
0.0 82 Brown & Gra}'., Fine Sandt,
Ctaye;t SILT
82 90 Weathered to Competent
ROCK
90 107 BEDROCK
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads, Include the road
manbers and common road names.
t
MW-120 + (Newly Installed)
MW-12 {ExisUng)+ +
MW-121 {Existing}
16. REMARKS: Type II Outer Casing (PVC) to 90', Inner Casing Stainless Steel
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RE RD I BEEN PROVIDED TO THE ELL 0 ~ 07/.
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Senice Centrr-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 (INDIVlDUAL) NAME (print).!Lceeo"-.::Hc.-C:::::.:ha,.:rbon=,::ne:,::ac,u:___________ CERTIFICATION II~
WELL CONTRACTOR COMPANY NAME cJ..:&:=L..:Dc.ric;llic.nga.:,_clncccc.. ______________ PHONE # (919) 98g.8856
~'TAlt WF.l.L CONSTRUCTION PERMIT# ~WM=0=5~00=51~1~ ____ ASSOCIATED WQ PERMIT# _________ _
(ifnpplicablc) (if applicable)
I, WELL USE (Check Applicable Box): Residential □ Municipal/Public O Industrial D Agricultural 0
Monitoring 11] Recovery D Heat Pump Water Injection O Other D If Other, List Usc,...::cMe.W:.:•.c13,,D:__ _____ _
2, WELL LOCATION:
Nearest Town: Raleigh County_W_a_ke ___ _
Wade Avenue Extension (Near Edwards Mill Road)
(Stn:ct Name, Numbers, Community, Subdivisi<m, Lot No., Zip Code)
3. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
(Street nr Route No.)
Raleigh NC 27695-8007
City or Town
(~)-515-6859
Area code-Phone number
State 7Jp Code
4. DATE DRJLLED,...:c05,cl0e:2cc/Occ:3c_ ___ _
5. TOTAL DEPTH:.-'10=.cocc.0c...'c.blc.s ___ _
6. DOES WELL REPLACE EXISTING WELL? YES D NO 0
7. STATIC WATER LEVEL llclowTop of Casing: ____ Fr.
(Use".,..." if Above Top of Casing)
8. TOP OF CASING IS -0.5 FT, Above Land Surface•
qop of l':a.Sing terminated al/or below land surface rNtuires a
uri.ancc in accordance wilh ISA NCAC 2C .0118.
9, YIELD (gpm): ____ METHOD OF TEST _____ _
10, WATER ZONES (depth): ___________ _
I I. DISINFECTION: Type ______ Amount ____ _
12. CASfNG: Wall Thickness
Depth Diameter or Weight/Ft. Material
From -0.5 To 90.0 Ft. T Sch 40 PVC
From To Ft. __ _
From To Ft. __ _
13. GROUT: Depth Material Method
From 82.0 To 85.0 Ft. Bentonite _P_ou_red __ _
From -0.5 To 82.0 Ft. Neat Cement Poured
14, SCREEN: Depth Diameter Slot Size Material
From 90.0 To 100.0 Ft._2 __ in. 0.10 in. smm1ess &eei
From. ___ To, ___ Ft. ___ in. in. ___ _
15. SAND/GRAVEL PACK:
Depth Si1..e
From 85.o To 100.0 Ft. #2
Material
Well Sand
From ___ To, ___ Ft.. ___________ _
Topographic/Land setting
□Ridge □Slope □Valley WJat
(check appropriate box)
Latitude/longitude of well location
(dcgrces/minutes/sc:conds)
Latitudenongitude sourcc:OGPS□Topographic map
(eh<.."Ck box)
DEPTH DRILLfNG LOG
From To Fonnation Description
0.0 70 Brown & Grat, Fine Sandt,
Clayey SlLT
70 79 Weathered ROCK
79 100 Com~tent ROCK
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.
f
MW-131
--+--(Newly Installed)
+MW-13 (Existing)
16. REMARKS: __________________________ -_-_-_··_-__ --:._-_-_-.:_-:._
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Service Center -Rllleig~ NC
27699-1636 Phooe No. [phone], within 30 days. GW-1 REV. 07/2001
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WELL CONSTRUCTION RECORD
North Carolina -Department of Environment and Natunil Resources -Division of Water Quality -Groundwater Section
\VF.LL CONTRACTOR (INDIVIlHJAL) NAME (prlnt),0l~•ccoc.Hc.·.cCc.haccrt,on.cc._ne.cccau~---------CERTIFICATION# 2865
WELL CONTRACTOR COMPANY NAME J&L Drilling, Inc. PHONE # [phone]
STATE WELL CONSTRUcnON PERMIT# sW=M,,o5,,00""'5_,_11.c_ ___ ~ASSOCIATED WQ PERMIT# ----------
(if applicable) (if applicable)
I. WELL USE (Check Applicable Box): Residential □ Municipal/Public □ Industrial □ Agricultural □
Monitoring RJ Recovery D Heat Pump Water Injection D Other □ If Other, List Usc._:M=Wc.•1:..,6ecD:_ _____ _
2. WELL LOCATION:
Nearest Town.: __ R_al_e;~g_h ______ County-....:cWc:a:;;k•::_ __ _
Wade Avenue Extension (Near Edwards Mill Road)
(Strect Name, Numbers, Community, Subdivision, Loi No., Zip Code)
3. OWNER: NC State University. Environmental Health & Safety Ctr.
Address Campus Box 8007
(Sti=t or Route No.)
Raleigh NC 27695-8007
City or Town
(~)-515-6859
Arw code-Phone numbc:r
State 7ip Code
4. DATE DRILLED_0~5~/1=210_3 ____ _
5. TOTAL DEPTH:_c.90:..c.0:..'.cbcc.ls ____ _
6. DOES WELL REPLACE EXISTING WELL'/ YES □ NO 0
7. STATIC WATER LEVEL Below Top of Casing: ____ FT.
(Use"+" if Above Top ofCa.<:ing)
8. TOP OF CASING JS -0.5 FT. Above Land Surface*
~op of ai!i>ing IC'rmlnalcd at/or bclow land surface rcquirn. a
,·ariance in accordance with )SA ~CAC 2C .0118.
9. YJELD (1,,pm): ____ METHOD OF TEST ____ _
10. WATER ZONES (depth): ___________ _
I I. DISINFECTION: Type ______ Amount ____ _
12. CASING: Wall Thickness
From -0.5
From -0.5
From
13. GROUT:
From -0.5
From 73.0
14. SCREEN:
From 80.0
Depth Diameter
~"--Ft. 2"
---Ft. 4"
To 80.0
To 78.0
To ___ Ft .. ___ _
Depth Material
~--Ft. Neat Cement
___ Ft. Bentonite
To 73.0
To 78.0
or Weight/Ft. Material
Sch 40 St. Steel
Sch40 PVC
Method
Poured
Poured
Depth Diameter Slot Size Material
To 90.0 ___ Ft._2 __ m. 0.10 in. StainlessSteel
From ___ To Ft. ___ in. m. ___ _
15. SAND/GRAVEL PACK:
Depth Size Material
From 78.0 To 90.0 Ft. #2 Well Sand
From, ____ To, ___ Ft. ___________ _
Topographic/Land setting □Ridge □Slope □Valley !'{Flat
(check appropriate: box)
Latitude/longitude of well location
(degrecslminu~s/scconds)
Latitudcnongitudc source:DGPS□Topographic map
(check box)
DEPTH DRILLING LOG
From To Formation Description
0.0 78 Brown & Gra:r'., Fine Sandl
Clayey SILT
78 90 Weathered ROCK lo Bedrock
LOCA T!ON SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and corrnnon road names.
-t MW-160 (Newly Installed)
MW-16:++MW-161
{Ex,Sfmg) {Existing)
16. REMARKS: _!rl]pe~ll!_ll~W~el!_II ______________ -================:---
I DO HEREBY CERTIFY TIIATTIIIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND Tl TA COPY OF TIil 'C HAS BEEN PROVIDED TO THE fil~ER
....r,~~
WELL DATE
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Service Center. Raleigh., NC
276~1636 Phon• 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 -GroWldwater Section
WF.LL CONTRACTOR (INDIVIDUAL) NAME (prinl) Leo H. Charbonneau CERTIFICATION# 2865
WELLCONTRACTORCOMPANYNAME..:J.::&;::L.::D.cr1.cllin"'g",-"ln'-'c'--. ______________ PHONE# [phone]
STATE WELL CONSTRUCTION PERMIT# aW"-M""'05,o00,=5.c11,_ ____ ASSCK'IATED WQ PERMlT# _________ _
< if applicable) ( if applicable)
I. WELL USE (Check Applicable Box): Residential D Municipal/Public D Industrial O Agricultural D
Monitoring Kl Rccovc-ry O Heat Pump Water Injection O Other O If Other, List Usc,..:.::Mc:.W:...·.:c17c,c_D _____ _
2. WELL LOCATION:
Nearest Town.: __ R_al_e;~gh ______ County Wake
Wade Avenue Ex.tension (Near Edwards Mill Road)
(Street Nnmc, Numbers, C<Jmmunity. Subdivision, Lot No., Zip Code)
3. OWNER: NC State University. Environmental Health & Safety Ctr.
Address Campus Box 8007
(Street or Route No.)
Raleigh NC 27695-8007
City or Town ZipCooe
(~)-515-6859
An:a code-Phone number
4. DATE DRILLED_05~11~3_/0_3 ____ _
5. TOTAL DEPTH:-'-10'-'0-".0~'bc.cls'------
6. DOES WELL REPLACE EXISTING WELL? YES O NO 0
7. STATIC WATER LEVEL Below Top of Casing: ____ FT.
(Use"+" if Above Top of Casing)
8. TOP OF CASING JS -0.5 FT. Above Land Surface*
*Top of casing terminated at/or below land surface requires a
,·arianee In ■ccorda.nec with ISA NCAC 2C .0ll8.
9. YlELD (gpm): ___ METHOD OF TEST ____ _
Topographic/Land setting
□Ridge □Slope □Valley !i;!Flat
(check arrropriaic hox)
Latitudcnongitudc of well location
(degrees/minutes/seconds)
Latitudcnongitudc source:DGPS□Topographic map
(check box)
DEPTH DRILLING LOG
From To Fonnation Description
0.0 72 Brown & Gray. Fine Sil!l
Clayey SANO
72 90 Weathered ROCK to Bedrock
90 109 BEDROCK
10. WATER ZONES (depth): __________________ _
II. DISINFECTION:Type. ______ Amount ____ _
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
From -0.5 To 105.0 Ft. 2" Sch 40 St. Steel
From -0.5 To 90.0 Ft. 4" Sch 4-0 PVC
From, ___ To, ___ Ft. ___ _
I 3. GROUT: Depth Material Method
From 87.0 To 93.0 Ft. Bentonite _,P,:,o:;:ure=d __ _
From -0.5 To 87 .0 Ft. Neat Cement -'P"'o""u'-'redcc..-__
14. SCREEN: Depth Diameter Slot Size Material
From 95.0 To 105.0 Ft._2 __ in. 0.10 m. SteinlessSteel
From. ___ To ___ Ft. ___ in. in. ___ _
15. SA.'ID/GRAVEL PACK:
Depth Size
From 93.0 To 105.0 Ft. #2
Material
Well Sand
From, ____ To, ___ Ft. _________ _
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.
+ MW-170 {Newly lnstafled)
MW-17+ (£x;sang) +uw-111 (Existing)
16. REMARKS: ~T,.=.pel::,11_:W.:;e:.:;llc__ ______________________________ _
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS,~AND THAT A COPY OF THIS RECO!D HAS .EN PROVIDED TO TIIE ELL OWNER
¢ ~ =---.:r;.-:2 /. _,-,.3c___ __
ONAT\JRE OF PERS~g~s!RUCTING TIIE WELL DATE
Submit the original to the Division of Water Quality, Ground"M·ater Section, 1636 Mail Service C~nter• Raleigh, 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 Resources -Division of Water Quality~ Groundwater Section
WELL CONTRACTOR (INDMDUAL) NAME (prlnl) Lao H. Charbonneau CERTIFlCA TION II 2865
WELL CONTRACTOR COMPANY NAME .:J:::&.::.L:::Dc:rl::llinc;gi,_,,::ln:::c:.... ______________ PHONE # [phone]
ST A TE WF.LL CONSTRUcnON PERMIT# 0W~M=0500=~5'-11~ ____ ASSOCIATED WQ PERMIT# _________ _
( if applicable) ( if applicable)
I. WELL USE (Check Applicable Box): Residential □ Municipal/Public □ Industrial □ Agricultural □
Monitoring 111 Recovery D Heat Pump Water Injection D Other D If Other, List Use._M=W'--4'-1~0~------
2. WELL LOCATION:
Nearest Town:~R~•c..'•~ig~"~-----County Wake
Wade Avenue Extension (Near Edwards Mill Road)
{Slll:ct Nnmc, Numbers, Ctnnmunity, Subdivision, Lot No., Zip Code)
3. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
(Str=t or Route No.)
Raleigh
City or Town
(~)-515-6859
Area code-Phone nwnbcr
NC 27695-8007
7jp Code
4. DATE DRILLED.~05"-11~4~/0~3 ____ _
5. TOTAL DEPTH:._90_._0'_b_ls ____ _
6. DOES WELL REPLACE EXISTING WELL? YES □ NO 0
7. STATIC WATER LEVEL Below Top of Casing: ____ FT.
(Use,._ .. if Above Top of Casing)
8. TOP or CASING IS -0.5 FT. Above Land Surface*
"'Top of caslng terminated at/or below land surface requires a
variance in accordance wllh 15A NCAC 2C .0118.
9. YlELD (gpm): ___ METHOD OF TEST ____ _
T opogr•phic/Land setting
□Ridge i)'lSlopc □Valley □Flat
(ch~k appmprin1e hox)
Latitude/longitude of well location
(degrees/minutes/seconds)
Latitude/longitude source:□GPS□Topographic map
(check 00,::)
DEPTH DRILLING LOG
from
0.0
72
To
72
90
Formation Description
Brown & Gray. Fine Sandy,
Clayey SILT
Weathered to Competent
ROCK
10. WATER ZONES (depth): __________________ _
11. DISINFECTION: Type ______ Amount ____ _
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
From -0.5 To 80.0 Ft. 2" Sch 40 PVC
From ___ To. ___ Ft.. ___ _
From To Ft. __ _
13. GROUT: Depth Material Method
From 74.0 To 79.0 Ft. Bentonite _P_o_u_re_d __ _
From -0.5 To 74.0 Ft. Neat Cement Trimmied
14. SCREEN: Depth Diameter Slot Size Material
From 80.0 To 90.0 Ft._2 __ in. 0.10 in. Stam1essStee1
From ___ To, ___ Ft. ___ in. m. ___ _
15. SAND/GRAVEL PACK:
Depth Size
From 79.0 To 90.0 Ft. #2
Material
Well Sand
From, ____ To. ___ Ft.. ___________ _
LOCATION SKETCH
Show direction and distance in miles from at least
two State-Roads orCounty Roads. Include the road
numbers and connnon road names.
16. REMARKS: _______________________________ _
I DO HEREBY CERTlfY TIIATTlllS WELL WAS CONSTRUCTED IN ACC RDANCE WITH l5ANCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT AC . AS BEEN PROVIDED TO THE ELL ER
, ..57<
GNATU LL
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mall Senicc Cent~r. 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 Natunil Rcsow-ces -Division of Water Quality -Groundwater Section
WELL CONTRACT'OR (JNDMDUAL) NAME (print) Leo H. Charbonneau CERTIFICATION# 2865
WELL CONTRACTOR COMPA,..Y NAME "J-'-&"'L-'D"-ri'-'lli'-'ng,,,-'-1nc.cc.. ---------------PHONE # [phone]
ST ATE WELL CONSTRUcnON PERMIT# cW=M"'05,c00=5c,.10,,__ ____ _,ASSOCIATF..D WQ PERMIT# ----------
(if applicable) (if applicable)
I. WELL USE (C'hcck Applicable Ilox): Residential □ Municipal/Public □ Industrial □ Agricultural □
Monitoring 11:I Recovery D Heat Pump Waler Injection D Other D If Other, List Use,_M_W_-4_3_D ______ _
2. WELL LOCATION:
Nearest Town:.cR.c•:::le=:iQ,.:h:._ _____ County_W_ak_e ___ _
Wade Avenue Extension (Near Edwards Mill Road)
(Strtt1 Name, Num~, Cummtmity, Subdivision, Lot No., Zip Code)
3. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
(St~ or Route };o,)
Raleigh
City or Town
(..'!!!l.j-515-6859
Area code-Phone number
NC 27695-8007
State Zip COOC
4. DATE DRILLED,_0:,:Sc:/0"'5""/0"'3 ____ _
5, TOT AL DEPTH :.--'10.c.c6cc.o~· .c.cots"-----
6. DOES WELL REPLACE EXISTING WELL? YES □ NO liu
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*
"Top of casing tcrmlcated al/or bdo'l'I· land surface requires a
variance in accordance "ith 15A NCAC 2C .0118.
9. YIELD (gpm): ___ METHOD OF TEST ____ _
. Topographic/Land setting
JiRidge □Slope □Valley □Flat
(chcclc appropriate box)
Latitude/longitude of well location
(dcgm,Jnunutcslsccondsi
Latitudenongitudc source:DGPS□Topographic map
(check box)
DEPTH DRJLLING LOG
From To Fonnation Description
0.0 82 Brown & Gray:, Fine Sandy:
Clay:ey: SILT
82 90 Woatherod ROCK to Compotonl
ROCK
90 1 0 '., Competent Rock
IO. WATERZONES(depth): __________________ _
11. DISINFECTION: Type _____ Amount ____ _
12. CASING: Wall Thickness
Depth
From +2.5 To 96.0
From To
From To
13. GROUT: Depth
From 80.0 To 90.0
From -0.5 To 80.0
14, SCREEN: Depth
From 96.0 To 106.0
Diameter
Ft. Z'
Ft. __ _
Ft .. __ _
Material
Ft. Bentonite
or Weight/Ft. Material
Sch 40 PVC
Mt.1hod
Poured
Ft. Neal Cement Trimmied
Diameter
Ft._2 __ m.
Slot Sil..C Material
0.1 O m. Stainless Steel
From To, ___ Ft. ___ m. m. ___ _
15. SAND/GRAVEL PACK:
Depth Size Material
From 90.0 To 106.0 Ft. #2 Wen Sand
From. ____ To ___ Ft.. ___________ _
16. REMARKS: T pelllWell
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
nwnbers and common road names.
I DO HEREBY CERTIFY THATTIIIS WELL WA5 CONSTRUCTED IN ACCORDANCE WITH ISA NCAC 2C, WELL
CONSTRUCIION STANDARDS, AND THA COPY OF THIS ORD HAS BEEN PROVIDED TO 111 WELL WNER
_y-,C?/,
'c!EWELL DATE
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mall Servlee Center -Raleigh, NC
27699-1636 Phone No. [phone], within 30 days. GW-I 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 (JNDMDUAL) NAME (print) Leo H. Charbonneau CERTIFJCATION #~
WELL CONTRACTOR COMPANY NAME~J_&_L_D_ri_m~ng~·-'"~c_. --------------PHONE # [phone]
STATE WFJ,I. CONSTRUCl1ON PERMIT# N/A SSOCJATED WQ PERMIT# 0Ni.,,_Ac;___ _______ _
(if applicable) (if applicable)
1. WELL USE (Check Applicable Box): Residential O Municipal/Public O Industrial D Agricultural D
Monitoring Kl Recovery D Heat Pump Water Injection D Other □ If Other, List Usc • ..c_Mc.W:..-34e..c.SccRc:.._ ____ _
2. WELL LOCATJON:
Nearest Town:.~R~•ccl•ccig"h'---_____ County_W~•k~•'------
NCSU Lot 86 Site, Wade Avenue Extension
(Street Name, Nurnhcrs, Commtmity, Subdivision, L.01 No., lip Code)
3. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
(Stred or Route No.)
Raleigh NC 27695-8007
City<rrTown Zip Code
(~-515-6859
Area code-Phone number
4. DATE DRJLLED._04=/2=:8/0-"3'------
5. TOTAL DEPTH· .. __ 46~.~o•~b_ls ____ _
6. DOES WELL REPLACE EXISTING WELL? YES D NO l'J
7. STATIC WATER LEVEL Below Top ofCasiog: ____ Ff.
(Use"+" if Above Tqi of Casing)
8. TOP OF CASING IS +2.5 TT. Above Land Surface•
.,-op of cai,;ing lerminattd at/or bclow land surface requir~ a
variance in accordance ,.,ith JSA NCAC 2C .OJ 18.
9. YIELD (gpm): ___ METHOD OF TEST ____ _
10. WATER ZONES (depth): ___________ _
I 1. DISINFECTION: Type ______ Amouot ____ _
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
From +2.5 To 28.0 Ft. 2" Sch 40 PVC
From, ___ To, ___ Ft.. ___ _
From To Ft.. ___ _
13. GROUT: Depth
From 23.0 To 26.0
From --0.5 To 23.0
Material
Ft. Bentonite
Ft. Neat Cement
Method
Poured
Poured
14. SCREEN: Depth Diameter Slot Size Material
m. PVC From 28.0 To 46.0 Ft._2 __ m. 0.10
From. ___ To. ___ Ft. ___ in.
15. SAND/GRAVEL PACK:
Ixpth Size
From 26.0 To 48.0 Ft. #2
m. ___ _
Material
Well Sand
From ___ To, ___ Ft. _________ _
Topographic/Land setting
□Ridge □Slope □Valley □Flat
(check appropriate box)
Latitude/longitude of well location
( degrees/min~s/scconds)
Latitudenongitude source:DGPS□Topographic map
(chccl:: box)
DEPTH DRJLLING LOG
From
0.0
28
To
28
46
Fonnation Description
Brown Silty Clayey SANO
Gray, Fine Sandy Clayey
SILT
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
mnnbers and common road names.
(Newly Installed~-
. MW34SR y
LOT 86 SIT[
MW27
# MW27A 16. REMARKS: ~T~pe~t~ll~W-"et_l _____________________________ _
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF Tl US RECO HAS BEEN PROVIDED TO THE WELL _92
____ __.,,... /=C4-c_:;p:-~-·· // J/',?/ -
SIGNATURE OF pifu_~~TRUCTINGTI!E :LL DATE
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Servi~ Ceoter-Ralelg~ 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 (INDMlJlJAL) NAME (prtnl)_clcceo-'--'-'H"-. C.c.ha=rboo=cc".c.••=u'----------CERTIFICATION#~
WELLCONTRACTORCOMPANYNAME J&L Drilling, Inc. PHONE# [phone]
~TATE WELL C0NSTRUCI10N PERMIT# ~N~/A~-------J•SSOCIATED WQ PERMIT# ~N=IA~--------(if applicable) (if applicable)
I. WELL USE (Check Applicable Box): Residential O Municipal/Public O Industrial O Agricultural D Monitoring Kl Recovery □ Heat Pump Water Injection O Other D If Other, List Usc_M_W_-34~D~R~-----
2. WELL LOCATION:
Nearest Town:_R_a_le_ig~h ______ County_W_ak_e ___ _
NCSU Lot 86 Site, Wade Avenue Extension
(Strttt Kame, Numbc..-r.;, Commwtity, Subdivision, Loi No., Zip Code)
3. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
(Strcct or Route No.)
Raleigh NC 27695--8007
City or Town State Zip Code
(~)-515-6859
Area code• Phone nwnbcr
4. DATE DRILLED_04~129~/0_3 ____ _
5. TOTAL DEPTH:_10_1_.o_· b_ls ____ _
6. DOES WELL REPLACE EXISTING WELL? YES D NO li1J
7. STATIC WATER LEVEL Below Top of Casing: ____ FT.
(Use "t·" if Above Top of Casing)
8. TOP OF CASING IS •2.5 FT. Above Land Surface•
11'op of caslng terminated at/or bclow land surface requires a
variance in accordance with 15A NCAC 2C .0118.
9. Y1ELD (gpm): ___ METHOD OF TEST ____ _
Topographic/Land setting
□Ridge □Slope □Valley □Flat
(check appropriate hox)
Latitude/longitude of well location
(degrees/minutes/seconds)
Latitudenongitudc source:DUPS□Topographic map
(check box)
DEPTH DRILLING LOG
From To Fonnation Description
0.0 28 Brown Sil!)'. Claye}'. SAND
28 94 Grat, Fine Sandt Cla}'.e}'.
SILT
94 101 Weathered ROCK to
BEDROCK
10. WATER ZONES (depth): __________________ _
LOCATION SKETCH
11. DISINFECTION: Type. ______ Amount ____ _
12. CASING: Wall Thickness
Depth Diameter
~=-Ft. T
or Weight/Ft. Material
Show direction and distance in miles from at least
two State Roads or CoWity Roads. Include the road
numbers and common road names.
From +2.5 To 91.0 Sch 40 PVC
From To Ft. ___ _ (Newly lnstalledu,. From To ___ Ft. __ _
MW34DRT 13. GROUT:
From 88.0
From -0.5
Depth Material
___ Ft. Bentonite ...;.=_ Ft. Neat Cement
To 90.0
To 88.0
Method
Poured
Poured
14. SCREEN: Depth Diameter Slot Si7.c Material
m. PVC From 91.0 To 101.0 ___ Ft._2 __ in. o.,o
From ___ To Ft. ___ in.
15. SAND/GRAVEL PACK:
Depth Size
From 91.0 To 101.0 ft #2
m. ___ _
Material
Wen Sand
LOI 56 SITE
MW.27 From ____ To ___ Ft.____ ________ "--th. -~~~~-===~=====~-J===~~;~~::=M~W;2~7~A~"f"l'~ _ _J 16. REMARKS: _:i: Ill Well
I DO HEREBY CERTIFY THAT TIIIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY_ O~RD HAS BEEN PROVIDED TO THE WE LO ER _.-/ ~L--~_L:2_ _'?/,C,J' ---------~~RE OF PERSON CONSTRUCTING THE WELL ATE
Submit the original to the Division of Water Quality, Groundwater Seetion, ~636 Mail Service 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 (INDIVIDUAL) NAME (print)_;;L;::eo;:_:_;H'--. C=ha::lbon=:::ne::::a:::u:__ _________ CERTIFICATION# 2865
WELL CONTRACTOR COMPANY NAME J&L Drilling. Inc. PHONE # [phone]
STATE WELL CONSTRUCTION PERMIT# NIA SSOCIATED WQ PERMIT# 0N-"/"-A _______ _
(if applicable) (if applicable)
I. WELL USE (Check Applicable Box): Residential □ Municipal/Public □ Industrial □ Agricultural □
Monitoring Kl Recovery D Heat Pump Water Injection D Other □ If Other, List Usc.-'M=W'--4'-'7 ______ _
2. WELL LOCATION:
Nearest Town:_R'-•~'•~i~gh~-----County-~W-"a'-k•'-----
NCSU Lot 86 Site, Wade Avenue Extension
(S1rcct J',.;amc, Numbers, Community, Subdivision, Lot No., 7jp Code)
3. OWNER: NC State University, Environmental Health & Safety Ctr.
Address Campus Box 8007
Raleigh
(Street lJT Route No.)
NC
City or Town
(~-515-6859
Area code-Phone numbc::r
State
27695-8007
Z.,Codc
4. DATE DRILLED_0"'s~10"1~10~3 ____ _
5. TOTAL DEPTH:_12_0_.0_'_bl_s ___ _
6. DOES WELL REPLACE EXISTING WELL? YES □ NO I!!
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 casing lermlnated al/or below land ,urface n-qulrcs •
varianee in accordanee wilb ISA NCAC 2C .OJ 18.
9. YIELD (gpm): ___ METHOD OF TEST ____ _
Topographic/Land setting
□Ridge □Slope □Valley □Flat
(check appmpriate box)
Latitu<lc/lon1:c-ritudc of well location
(dcg.r«s/minutes/sccond,;)
Latitude/longitude sourcc:DGPS□Topographic map
(check box)
DEPTH DRILLING LOG
From To Formation Description
0.0 95 Brown & Gra:t'., Fine Sand;t:
Cla;t:e}'. SILT
95 101 Weathered ROCK
101 120 Comeetent ROCK
IO. WATER ZONES (depth): __________________ _
11. DISINFECTION: Type _____ Amount ____ _
12. CASING: Wall Thickness
Depth Diameter or Weight/Ft. Material
From -0.5 To 105.0 Ft. 2' Sch 40 PVC
From~ ___ To. ___ FL. ___ _
From To Ft .. ___ _
13. GROUT: Depth
From 100.0 To 105.0
Material
Ft. Bentonite
From -0.5 To 100.0 Ft. Neat Cement
14. SCREEN: Depth
From 105.0 To 120.0
Diameter
Ft._2 __ in.
Slot Size
0.10
Method
Poured
Poured
Material
m. PVC
From, ___ To ___ Ft. ___ i.n. m. ___ _
15. SAND/GRAVELPACK:
Depth Size Material
From 103.0 To 120.0 Ft. #2 Well Sand
From, ____ To ___ Ft. ___________ _
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
mnnbers and common road names.
~ MW03A ,#-MW038
__,i,._ A MW058
Y \ MW37 A c
MWQ6 M\''05AW,-MWO:,
1' * ,/ ~IW36S MW36D
\ (
' <
) MW09
'-<ltw35S
MW47~
(Newly Installed)
16. REMARKS: ..:TIJpecc:...:1::.11.::Wc:c•::.II _____________________________ _
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH I SA NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RE RD HAS BEEN PROVIDED TO THE WE 0
SIGNATURE OF PERSON CONSTRUCTING THE E
Submit the original to the Division of Water Quality, Groundwater Stttion, 1636 Mail Service Center• Raleigh. NC
27699-1636 Phon• No. [phone], within 30 days. GW-1 REV. 07/2001
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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 Drillin , Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casing
Depth Interval Casing Mall. Well Type llotc Depth Casing S,1111plcr
BORING#: MW-120
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 05/05/03
Well Mat. Date Completed: 05/08/03
0-90' NA l'YC Type Ill 107 0-97 97-107 Cuuings Stainl. Steel Driller: L.Charbcnaux
Dcplh
(FT)
20
40
60
80
100
120
NOTES:
Sample
Dcplh
Range
0-22'
22-82'
82-90'
90-I 07
Sample
Number
2
3
4
voe
(l'l'M)
Prepared 13y: T. Will
FIELD CLASSIFICATION AND REMARKS
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 •.
BORING#: MW-130
PROJECT: North Carolina State University Lot 86 Su erfund Site Job No:
CLIENT: North Carolina State Universit Page No: I of I
DRILLING CONTRACTOR: J&L Drilling, Inc. Location: Raleigh
DRILLING EQUIPMENT: CME 75 Driller Registration:2865
Outer Casing Inner C.ising Date Started: 05/02/03
Dcrth Interval C.ising Matl. Well Type Hole Depth Ca'>ing Screen S:implcr Well Mat. Date Completed: 05/03/03
NA NA NA Type II 100 0-90 90-100 Cuuings Stainl. Steel Driller: L.Charbcnaux
Depth
(FT)
20
40
60
80
100
120
NOTES:
Sample
Depth
Range
0-25'
25-40'
40-69
69-74
74-100
Prepared By: T. Will
Sample
Number
voe
(!'PM) FmLD CLASSIFICATION AND REMARKS
Moist, Orange Fine SILT
s+--'2=--+----1Moist, Tan to Brown Fine SILT
Wet, Brown Fine SILT
4 Weathered Rock
5 Srable ROCK wirh Quartz, Feldspar & Mica ----1------l
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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 Drillin ,, Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casing
Depth Interval Casing Mall. Well Type 1/olc Depth Casing Screen Samrlcr
0-78' NA PVC Type Ill 90' 0-8() 80-90' Cullin gs
Sample VOC
BORING#: MW-16D
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 05/05/03
w,11 M,1. Dale Completed: 05/12/03
s'";nJ. Steel Driller: L.Charbenaux
Prepared By: T. Will
Depth
(FTJ
Sample
Depth
Range
Number (Pl'MJ FIELD CLASSIFICATION AND REMARKS
0-16' Moist, Tan and Brown Fine Sandy SILT
20
40
60
16-78' Moist to Wet, Brown and Gray Fine Sandy SILT with Mica
80
78-90' \Vcathcrcd to Competent ROCK
100
120
NOTES:
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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 Drillin ,, Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casing
BORING#: MW-17D
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 05/05/03
Depth Interval Casing Mlltl. Well Type llolc Depth Casing Screen Sampler Weil Mat. Date Completed: 05/06/03
0-87' NA PVC Type Ill 105 0-95 95-105 Cuttings Stainl. Steel Driller: L.Charbcnaux
Prepared By: T. Wi II
Depth Sample Sample VOC
(FT) Depth Number (PPM) FIELD CLASSIFICATION AND REMARKS
Range
0-3' Moist, Orange Fine Silty SAND (Fill)
3-11' 2 Moist, Tan & Orange Fine Sandy SILT
20
11-30' 3 Moist, Brown & Tan Fine Sandy SILT
40
30-50' 4 Wet, Brown & Tan Fine Sandy SILT
60
50-70' 5 Wet, Brown & Tan Fine Sandy SILT with Mica
80
72-96' 6 \\'eathercd to Competent Rock
96-105 7 Competent ROCK
120
NOTES:
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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: I of I
DRILLING CONTRACTOR: J&L Drilling, Inc. Location: Raleigh
DRILLING EQUIPMENT: CME 75 Driller Rcgistration:2865
Outer Casing Inner Casing Date Started: 04/28/03
Depth Interval Casing Matl. Well Type llolc Depth Casing Screen Stimplcr Well Mat. Date Comrletcd: 04/28/03
NA NA NA Type II 48 0-28' 28-48' Cuttings PVC Driller: L.Charbcnaux
Prepared By: T. Will
Depth Sample Sample voe
(FT) Depth Number (PPM) FII~LD CLASSIFICATION AND REMARKS
Range
20
0-28' I Moist, Brown Silly Clayey SAND
.JO
28-48' 2 Moist to Wet, Gray Fine Sandy Clayey SILT
60
80
100
120
NOTES: Well Replaces M\V-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 Univcrsit Lot 86 Su erfund Site
CLIENT: North Carolina State Universit
DRILLING CONTRACTOR: J&L Drillin , Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casing
BORING#: MW-34O
Job No:
Page No: I of I
Location: Raleigh
Driller Registralion:2865
Dale Started: 04/29/03
Interval Casing Mall. Well Type Hole Depth Casing Screen Sample, Well Mat. Dale Completed: 04/29/03
NA
Depth
(FT)
20
40
60
so
100
120
NA NA Type II l(JJ' 0-91' 91-101' c,n;ags PVC Driller: L.Charbenaux
Prepared 13y: T. Will
Sample
Depth
Range
0-28'
28-94'
94-101'
Sample YOC
Number (PPM) FIELD CLASSIFICATION AND REMARKS
Moist, Brown Silty Clayey SAND
2 Moist to \Vet, Gray Fine Sandy Clayey SILT
3 Weathered to Competent ROCK
NOTES: Well Replaces MW-34D
Well Casing is approximately 2.5' above surface grade
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East Coast Environmental, P.A.
SOIL BORING LOG
BORING#: MW-41D
PROJECT: North Carolina State Universit Lot 86 Su erfund Site Job No:
CLIENT: North Carolina State Universit Page No: I of I
DRILLING CONTRACTOR: J&L Drilling, Inc. Location: Raleigh
DRILLING EQUIPMENT: CME 75 Driller Registration:2865
Outer Casing
NA
Depth
(FT)
20
40
60
80
100
120
NOTES:
Interval
NA
Sample
Deplh
Range
0.0-20'
20-30'
30-32'
32-72'
72-90'
Inner Casing Date Started: 05/14/03
Casing Mat!. Well Type llolc Depth Casing Screen S"mrk•· Well M"t. Date Completed: 05/14/03
NA Type II
Sample
Number
90
voe
(l'l'M)
80-90 Cullings S1:iinl. Steel Driller: L.Charbcnaux
Prepared !3y: T. Will
FIELD CLASSIFICATION AND REMARKS
Moist, Tan & Red Fine Sandy SILT +--+---l
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 erfund Site
CLIENT: North Carolina State Universit
DRILLING CONTRACTOR: J&L Drilling, Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner Casing
BORING#: MW-43D
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 05/05/03
Depth Interval Casing Mall. Well Type Hole Depth Casing Screen Sample, Well Mat. Date Completed: 05/06/03
NA
Depth
(FT)
20
40
60
80
100
120
NA
Sample
Depth
Range
0-20'
20-40'
40-60'
60-82'
S2-l l0
NA Type II
Sample
Number
110
voe
(l'l'MJ
0-% Cu11ings Stuinl. Steel Driller: L.Charbcnaux
Prepared By: T. Will
FIELD CLASSIFICATION AND REMARKS
Moist, Orange Fine SsILT with Mica ++--'---+----l
1-----=-3--+-----1 Moist to Damp, Light Brown Fine SILT with Mica
4 Moist to Wet, Brown & Tan Fine SILT with Mica and Quartz
5 Competent ROCK
NOTES: Boring collapsed from I I 0-106' upon completion
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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 Universit
DRILLING CONTRACTOR: J&L Drillin , Inc.
DRILLING EQUIPMENT: CME 75
Outer Casing Inner C,i.~ing
Depth Interval Casing Mat!. Well Type Hole Depth Casing Screen St1mplcr
NA NA NA Type 11 !2() 0-105' 105-120' Cuttings
Sample voe
BORING#: MW-47
Job No:
Page No: I of I
Location: Raleigh
Driller Registration:2865
Date Started: 05/0 I /03
\Veil Mat. Date Completed: 05/01 /03
J>VC Driller: L.Charbenaux
Prepared By: T. Will
Deplh
(FT)
Sample
Ocplh
Range
Number (!'I'M) FIELD CLASSIFICATION AND REMARKS
20
40 0-40' Moist, Orange Fine SILT
60
80
IOI-I IO 3 Weathered ROCK
120 I 10-120
NOTES: