NCG510526_Regional Office Historical File Pre 2018

North Carolina'
=-,t
QUALITY
OCT
11 2011
Resource
Beverly Eaves Perdue, Governor Coleen M, Sullins, Director Dee Freeman, Secretary
October 11, 2011
Major Samuel Ingram, Jr.
1.45th Airlift Wing NC Air National Guard
4030 Minuteman Way
Charlotte, NC. 2820-3866
Subject: NPDES General Permit NCG510000
Certificate of Coverage (Co) NC51052
145th Airlift Wing, NC Air National Guard
Mecklenburg County
Dear Permittee
The Division received your request for renewal of NCG510526`on March 31 2011. The revised General
Permit was signed on September 20th, 2011 and took effect October 1 2011. This renewed CoC is issued
pursuant to therequirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between North Carolina and the US Environmental Protection agency dated October 15, 2007 [or
as subsequently amended].
A copy of the NCG510000 is enclosed, as well as an updated Technical Bulletin. The Technical
Bulletin summarizes the changes from the previous version of NCG510000. If any parts, measurement
frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to
request an individual permit by submitting an individual permit application. Unless such demand is made,
this CoC shall be final and binding.
The CoC is not transferable except after notice to the Division. You must notify the Division if you sell
or otherwise transfer ownership of the permitted: facility. The Division may require modification or reissuance
of the CoC.
If your facilityceases discharge of wastewater before the expiration date of this permit, contact the
Regional Office listed below. Once discharge from your facility has ceased, this CoC may be rescinded. This
permit does not affect the legal requirements to obtain other permits which may be required by the Division of
Water Quality, the Division of Land Resources, Coastal Area Management Act or any other Federal or Local ,
government. If you have any questions concerning this permit, please contact Charles Id Weaver at the
telephone number or -mail address listed. below.
Si erely
Q leen . Sullins
hPDES file
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 North Salisbury Street, Raleigh, North Carolina 27604
Internet: www,ncwaterquality.org
Phone: 91M07-6391 1 FAX [phone]
[e-mail]
One
NofthCarofina

ONOBITOMMIA, wml��ff
City of Claremont - McLln Creek WWTP
NCO 081 370
Outfall 001
Part P - Toxicity Tasting Data
Pass/Fall 7 Day Chronic
- Ceriodaphnia dubia
Results
Monitoring Period
CollectionDate Test Date
EPA Lab ID No. NO Cert. No.
HE;E
Test Method Used
'WC%
�Reductlon
PEE:
�Grou�p��Avjj Avg,
%
Pass/Fail
EPA/600/4-911002 Method
Control 0,00% 23.58
111/05 - 3/31/05
IMO/2005 1/12/2005
0004 34
1002.0 NC Modification
9%
2.12%
PASS
February 1988
Test 0.00% 23.08
EPA/600/4-91/002 Method
Control 0,00% 2215
4/1/05 - 6/30/05
4/1112005 4/1312006
0004 34
1002.0 NO Modification
9%
0,73%
PASS
February 1988
Test 0.00% 2158
EPA/600/4-91/002 Method
Control 0.00% 22.67
7/1105 - 9/30105
7115/2005 7120/2005
0004 34
1002,0 NC Modification
9%
1,84%
PASS
February 1988
Test 0.00% 22,25
EPA/600/4-91/002 Method
Control 0.00% 22.33
10/1105 - 12/31/05
10/1012005 10112/2005
0004 34
1002.0 NO Modification
9%
4,85%
PASS
February 1988
Test 0,00% 21,25
SPA/600/4-91/002 Method
Control 0,00% 21117
1/1/06 - 3/311/06
1/9/2006 1/1112006
0004 34
1002,0 No Modification
9%
2.88%
PASS
February 1988
Test 0,00% 2150
EPA/600/4-91/002 Method
Control 0.00% 22A2
4/1/06 - 6/30/06
4/3/2006 4/5/2006
0004 34
1002.0 NO Modification
9%
1,86%
PASS
February 1988
Test 0.00% 22,00
EPA/600/4-91/002 Method
Control 0,00% 23.75
7/1106 - 9130/06
7124/2006 7126/2006
0004 34
1002,0 NO Modification
9%
526%
PASS
February 1988
I
Test 0.00% 22.50
EPA/600/4-911002 Method
Control OZ% 2Z42
10/1/06 - 12/31/06
101212006 10/4/2006
0004 34
1002.0 NO Modification
9%
2V%
PASS
February 1988
Test 0.00% 21,751

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, NORTH CAROLINA, 1993
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Site Vicinity Map
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NORTH CAROUNA AIR NATIONAL GUARD
A 145th AIRLIFT WING
CHARLOTTE-DOUGLAS INTERNATIONAL AIRPORT 1
�� ` re # �, . ,' r' 5:.. r� ✓+k n'$a + �x `4�' ; , CHARLOTTE,NORTHCAROLINA
r

LEGEND
Ori gal xtr,iicfi 3r"i Well
3�i•
°` ina' Extraofic,,n WeR
-T
'NoUsedAt This Time)
New rExtrafJion Wells
iX,
CO
Cr
Cr
ry
CIj
i
l
03MW-02
04MW-23D
03MW-03
10
Q3MW-Q5
03M W-04
0
p 04MW-2
`Nf
4
10
Figure
07MW-42
04MW-29D
04MW-27
Well
Location Diagram

ame&
14 April 2010
Ms. Marcia Allocco
Surface Water Protection
North Carolina Department of Environment and Natural Resources
619 East Center Avenue, Suite 301
Mooresville, NC 28115
APR t 5
RE: NCG510626
General Permit NCG610000
145th Airlift Wing, North Carolina Air National Guard
Charlotte, North Carolina
Dear Mr. Allocco:
ir nOTITicavon terser aaTea t) marcn zu-tu.
,latory sample was reported at 8.0 mg/L. The discharge limit - for TSS is 30 mg/L.
dory reports for both samples are attached.
ystem will continue to be operated using a filter of sufficient size to meet effluent
ons for TSS.
arth & Environmental, Inc. Tel — [phone]
t Friendly Avenue, Suite 603 Fax — [phone]
Drag, NC 27401 www.amec.com

14 April 2010
Page 2 of-2
amecO
336-691-5398 extension 148 or by electronic mail at
information is required.
;rely,
C Earth & Environmental, Inc.
'Y�W�alm�
J T. Treadway Kathleen A. Roush, LG
*onmental Scientist Senior Project Manager
:hments: Laboratory Reports
Captain Samuel Ingram, 145 th Airlift Wing
'Earth & Environmental, Inc, Tel — [phone]
test Friendly Avenue, Suite 603 Fax — [phone]
sboro, NC 27461 www.amet.com

amedo
LABORATORY REPORTS
AMEC Earth & Environmental, Inc. Tel — [phone]
101 West Friendly Avenue, Suite 603 Fax — [phone]
Greensboro, <NC 27401 www.amee.com

Case Narrative
PRISM
Date: 012/10
Client Project tC. ANG Charlotte
Co y Environmental, lr
Priam COC Group No. G0310 14
Contact David Treadway
Collection D as). 03MMO
Address. 101 W Friendly Ave. Suite 603
Lab Submittal Da*s)- 031010
Greensboro, NC 27401
Cited Name Cr No: Charlotte, NC
Us data pookep contains the analykal rawlis for ft prood IdentIlled above and Includesn Case Narrabve, Laboratory ReW end Oudty
A ed for the sarroes submilled to Pdam for Via project
vws aw»»sweaxw vxv •xexrtwaea+w »v:». w»v rwa»+v x rax»e. »=..s ems. vfiv..,....: a.. .....a. .m... �.e...m.� a®.t.. =..a ..
Project ManagerRobbl Jones
A
lit
Approval Date. 03/12flO
m Key .
a deWed to ft meftd teak.
ao &
caillbrallon mVe exceeded
vdw ts estimaWthe repodiry
t stmid not be reproduced, excepl in b entirety, witmt ft wrtften consent of Pftn Laboratories, Inc. The mwb In MIS
gy Jo ft sanoes, subrnifted for an

Laboratory Report
03t12110
ErrOronmental, Im. Project; Isamu: Charlotte, SIC Client Sample IC?: EFFLUENT-1
readway Project ID: ANG Charlotte ` Prism Sample IM 273286
liy Ave. Suite 603 Sample Matrix Water CDC Group: G0310214
C 27401 Time I : 03M10 16: 6
Time Submitted. 031MIO 16
Result Units Report MOL Dilution Method AnalysisAna latch
Limp Fad" I ICE
W Solids ORL. 6.0 1.6 1 SW640 C 03 10 14:40 asomw
x1ed down to
Nis report tad trig
Ttds report st*W not be reproduced,P In Its enfiraty, wt#wA Its M of P ri
449 Sprtagbrook R - P.O.' Box 2 . Charlotte, NC23224-0543
Phone: 7 29 - `foil Free Number: 115 - Few. . 1 Of 1

NC Certification No. 402 Level 11 CSC ep► rt
80 CartReation No. W012
NC Drinking Water t . 37736ti 1 11Q
AMEC Earth & Environmental,tne. t Chartofte, NC COC Group Number 00310214
Attn: David Treadway Name; DateMme Submitted: 03108M0 16:08
101 W. Friendly Ave.trite 603 Projed lit: ANG Chadotis
Greensboro, NO 27401
AMIMA
Method Blank oc so"
Total Suspended Soft 01 8 <2.5 rr Ot 048686
Laboratory Control Sampto
Rosult ko Amount unks
Total Suspended Sokfs 456 446 atel. 102 W110 048686
273124 Total Suspended Solids 253.33 238.33 "Oft. 6 0 • 20 048686
CIO N,
I
This report should not be cd, except . widmut the written wrtsertt of Pftn Laboratories, IM
440 SpringR - P.O. Sox 240543 • Charlotte, MC28224-0643
Phone: 704 . Toll F Number:1 - Fax: [phone]Page of 1

LAO USE ONLY
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PRESS DOWN FIRMLY - 3 COPIES
PRISM USE ONLY
v :g. .,;.. � � ?.° U „ <. �TrA t!o � �a ^�,y�� .,T .., rr�.s. . „A " ..,F T ax»•':. ' a e A =.e e a ", .,. a ^' "' e* �' a T r
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Alibi

Case Narrative
PRISM
LMORATOPM.Wt
Date. 03124110 Client Project ID: ANG Chartofte
Company: AMEC Earth & Environmental, Inc. Prism COC Group No: G0310661
Contact- David Treadway Col on Date(s): 03/221110
Address: 101 W. Friendly Ave. Suite 603 Lab Submittal Date(s): 03/22/10
Greensboro, NC 27401 Client Protect Name Or No: Charlotte, NC
This data package contains the analytical results for the project identified above and includes a Case Narrative, Laboratory Report and Qualfty
C40d Data totaling 3 page& A chatn-of-custody ts also ad for the samples submitted to Prism for this pro*t
Data qualifiers are 11agged individually on esett sampic A key reference for the date qualifts appears at the end of this case narrative. Quality
control statements and/or sample spwft remarks are mduded In the sample comments section of the laboratory report for each sample
aflacW
NIA
WS Analysis
N/A
MW
NIA
N Lt§ and Mim Am9nit
Analysis Note for 048907 Duplicate Total Suspended Solids: Sample concentration too low for RPD evaluation.
Please call if you have any questions relating to this analytical report
Data Revlewodby. R'Ajoness Project Manager: Robbl'A. Jortes
Sin re; Signature.
Review Date: n03/24/10 Approval Date: =03124/10
Daft Qualifiers Key Reference:
B. Conrixxmd also detected in ft method blank,
* RmA outside of 1he QC fimtts,
M. Compound diluted out.
E Estimated tration, cal ion range exoeeded.
J. The analyte was positively Identified but the value Is estimated below the raporting limit.
H: Estimated concentration with a no bias.
J.- Estimated cmcentration with a low bias.
M: A matrix ~ Is present
Notes. This reW should not be reproduced, except in Its entirely, without the writtlen consent of Prism Laboratories, ft. The results in ft
report relate only to the samples submitted for analysis.
449 Spftbmok Road, P.O. Box 240543, Chadoft NC 28M-0403
Phone: [phone]M Toll Free: 8M2M364 Fax [phone]

NC CertifiCertification No. No. 402 12 Laboratory Report
SO cation W
NO OMMV Water Cod, No. 37735 03/24110
M Ur^# ArAfy" & ft**0M"W $OhW*u
AMEC EaM & Environmental, Inc. Project Name- Charlotte, NC Client Sample ID: EFFLUENT-1
Attn: David Treadway Project ID: Al G Charlotte Prism Sample 10: 274694
101 W. Friendly Ave. Suite 603 Sample Matrix: Water COC Group: G0310661
Greensboro, NC , 27401 Time Collected: 03122/10 12:30
Time Submitted: 03122110 14r55
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor DateMme ID
TAM SHIMMOdfAhest
Total SUSPOnded SONS ?A mom. C3 1.5 1 SM2540 D 03122110 15.50 sk"wYar 048907
Sample Comment(s):
SM = Sokw ReporMV Lin*
Vakma am reported down to Me reporting "s only No J-ftgs aWted
The muft Jh Ws report relate orgy to ft sarripf" submitted for an and meet state cort0cation requirernents other than
NELAC cedfflosbon except for those Instances kx6cated In Me case nerrethre andlor test comrnent&
A# ma*s am reportedon a wet-weVht bows
Angela D. Overcash, V.P. Laboratory Services
This report should not be reproduced, except In its entirety, willout the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 242244543
Phone: [phone] - Toll Free Number. 1400152"364 - Fax: [phone] Page 1 of 1

NO Cartfixellon No. 402 Level 11
CSC Report
SC C No. 1
NC Citron a rt. No. 37735
U2411t1
AMEC Earth & Environmental, tac. Protect Charlotte, NC COC Group Number
G0310661
David Treadway Name: Date/Time Submitted:
110 1 :65
101 W. Friendly Ave. Suite 603 Project its» ANG Charlotte
Greensboro, NC: 7401
�e �tar►te ;
unft
Total Suspended Solids -0.4 6 <5 MOIL
048907
-6i;wt6ricontrol Sampte
Uftft
to
Total SuqwxW SoNs 419 445 fnoL 93 W110
04 7
Oupoeots 10
oc Botch
It Uni€
to
274694 Total S7.75 C 5 MA 21 # 0 - 20
048907
Case Narrative
This report d not be reproduoed, axioept In Its entirely, wMvxd the writtert consent at Nam Laboratories,
449 Spr ngbr R - P.O. Box 240643 - Charlotte. NC 24n"SO
Ph : 7 t54 Toll Free Number. 1- 15 - 5 `
Page 1 c� 1

IA� Mic ley, Governor
Carolina
Secretary
vi e at Resources
Coleen H. Sullins, Director
"1111111W Division of Water Quality
11111111110,,
December 4, 2008
Samuel Ingram �e L
rlift Wing North Carolina Air National Guard
nuteman Way m-surface water piderl,"it,on
NC 28208
Subject: Issuance of Certificate of Coverage (CoC)
Authorization to Construct Permit (AtC)
NCG510526
General Permit NCG510000
145"' Airlift Wing North Carolina Air National Guard
Mecklenburg County
Main Ingram:
tly amended).
i is included with your permit packaf
0 0
uOtAreated.
th Carolina General Statue 143-215 .1 and the
JS Environmental Protection agency dated October
;e:
nt facility
510000
r Discharge Permit NCG5 10000
ion fuel, effluent page A.(2) in the general permit
iteria and limitations. Pages A.(I) and A.(3) do not
)wed to discharge to the any surface waters. At no
irface waters in such a manner that sediment is
permit by submitting an individual permit application. Unless such demand is made, the certificate of coverage
shall be final and binding.
Activated carbon is indicated as a reoccurring disposal component and as such records shall be maintained to
provide traceability when disposal occurs. Records on system maintenance shall also be maintained. BMP
specifically for mechanical ties to lock values in the closed position and for protocols to remove mechanical ties
shall be implemented. Any decisions related to air quality discharge should be directed to the appropriate
regulatory authority.
Please take notice that this CoC is not transferable except after notice to the Division of Water Quality. The
Division of Water Quality may require modification or revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division
of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any
other Federal or Local governmental permit that may be required.
Page I of 2
Division of Water Quality, Point Source Branch Telephone [phone] One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 FAX [phone] NYohCarolina
,4
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at hto.11h2o.arinstate.17C L151 �14(rdllb(
An Equal Opporturifty/Affirmative Action Employer

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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NCG5I0000
CERTIFICATE OF COVERAGE NCG510526
TO DISCHARGE PETROLEUM CONTAMINATED GROUNDWATER AND SIMILAR WASTEWATERS
UNDERTHE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, ether lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended.,
145t" Airlift 'Wing North Carolina Air National Guard
is hereby;authorized to construct and operate a groundwater treatment system consisting; of eight capture wells,
four spar ing tanks, four sparging blowers, two entrainment liquid separator tanks, one replaceable self
contained 200pounds activated carbon gas filter, 'one collection/transfer tank,' two transfer pumps, two
replaceable self contained 200 pounds activated carbon liquid filters, `two air compressors with tanks, one
compressed air surge tank, one 200 amp load center, control systems with wireless telemetry, one effluent flow
recorder, trench systems, valves, piping, concrete foundations, treatment area conduit riser, and other support
structure designed for petroleum contaminated groundwater or similar waste streams with the discharge of treated
wastewater from a facility located at
145`h Airlift Wind; North Carolina Air National Guard
434 Minuteman Way
Charlotte, NC 2 248
Mecklenburg County
to receiving waters designated as an unnamed tributary to Taggart Creek, class C waters in the Catawba River
Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts
1, It, III and IV hereof,
This Certificate of Coverage shall become effective December 4, 2008.
This Certificate of Coverage shall remain in effect until the General Permit expires September 30, 2011.
Signed this day December 4, 2008.
`ofen /'Sullins, Director
Division of Water Quality
By authority of the Environmental Management Commission

IVIOI %A 1 4V IV
s. Marcia Allocco
irface Water Protection
girth Carolina Department of Environment and Natural Resources
19 East Center Avenue, Suite 301
ooresville, NC 28115
MAR ?010
E.- NCG610626
General Permit NCG610000
145th Airlift Wing, North Carolina Air National Guard
Charlotte, North Carolina
ear Mr. Allocco:
n behalf of the 145th Airlift Wing of the North Carolina Air National Guard, AMEC Earth

�
_-
Page 2 of 2
'
'
S was reported for SW-5 at 6.5 mg/L, which is
compared to the base flow through the drainage ditch. Laboratory analytical reports are also
Please feel free to contact me at 336-691-5398 ext. 148 or by electronic mail at
[e-mail] if further information is required.
AMEC Earth & Environmental, Inc.
David T. Treadway Kathleen A. Roush, LG
Environmental Scientist Senior Project Manager
cc: Captain Samuel Ingram, 145th Airlift Wing
AMEC Earth & Environmental, Inc.
101 W. Friendly Avenue, Suite 603

LEGEND
f
Surface Water Monitoring Point
I` PD S Monitoring Point
Active Extraction Well
\& Monitoring Well
Inactive Extraction Well
OW -COO
LL
�.
SCALE
04MW-230 160 75 0 feet 10
, DRAWING NAME. r:zrszzsry q�ATE:/ossca.: tta'rc
ar acre rater and NP ES
ti V*
07MW�N�l amp lin Locations
39D 1

LABORATORY REPORTS

L
Date- 03103
Green,;
RISM
a0RATORIES.INC.
10
Client Pro
Earth & Environmental, Inc,
Prism CO,
rreadway
Collector
Friendly Ave. Suite 603
Lab Subtr
boro, NC 27401
Client Pro
ID:
ANG Charlotte
,oup No:
G0210792
v(s):
02/26/10
Date(s):
02/26/10
Name Or No:
Charlotte, NC
s a Case Narrative, Laboratory Report and Quality
I to Prism for this project.
affected.
SeMi Volltile Analysis
NIA
Volatile Analylig
N/A
metala AnANNIs-
NIA
Wet �ab and Micro Analysis
No Anomalies Reported
Please call if you have any questions relating to this analytical report.
Data Reviewed by: 'Robbi A. Jones Project Manager: Robbi A, Jones
Signature: 7 Signature:
Review Date: Qt3/03/10 Approval Date: 03/03/10.
Data Qualifiers Key Reference:
8: Compound also detected in the method blank,
#: Result outside of the QC limits.
DO: Compound diluted out,
E: Estimated concentration, calibration range exceeded,
J: The analyte was positively identiDed but the value is estimated below the reporting limit,
H: Estimated concentration with a high bias�
L Estimated concentration with a low bias,
M: A matrix effect is present,
Notes: This report should not be reproduced, except in its entirety, without the writtten consent of Prism Laboratories, Inc. The results in this
report relate only to the samples submitted for analysis,
449 Springbrook Road, P.0, Box 240543, Charlotte NC 28224-0403
Phone: [phone] Toll Free: 800/529-6364 Fax: [phone]

Result Units Report MDL Dilution Method Analysis
Limit Factor D teMme
110 mglL 5.0 1.5 1 SM2540 D 03/01 /10 16.10
dt
w the reporting limits only, No J-flans applied.
wet -weight basis
'. Laboratory Services

NC Certification No. 402 Level 11
SC Certification No. 99012'
NC Drinking Water Cert. No. 37735
final & 90ula4 swuecns
AMEC Earth & Environmental, Inc.
Project Charlotte, NC COC Group Number:
G0210792
Attn: David Treadway
Name: DatelTime Submitted:
126110 ; 15:40
101 W. Friendly Ave. Suite 603
Project ID: ANG Charlotte
Greensboro, NC 27401
"Total §UsRanded Sollds method SM2540 D
Method �Iank M
ac Batch
Result
RL Control umrt Units
to
Total Suspended Solids 0.4
5 <5 rng7L
048348
Laboratory Control Sample
Recovery _ Ream _M
cic Batch
Result
Spike Amount Units %
to
Total Suspended Solids 456
445mg/1- 102 90-110
048348
Duplicate Semple
Duplicate PD
PD Range
QC Batch
Sample IM Result
Result Units % o
to
272368 Total Suspended Solids 52
47.5 rng/1- 9 0 - 20
048348
ee Case Narrative
This report should not be reproduced, except in Its entirety, without the written consent of Prism laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28 4-0543
Phone: [phone] - roll Free Number: 1-800/529-6364 - Fax. [phone]
Page 1 of 1

NC Certification No. 402
Laboratory Report
SC Certification
No. 99012
Awo�wl
NC Drinking Water Cert. No. 37735
02/19/10
U11 SwIto Aft""t & frWIMOV40W SOUMOM
AMEC Earth & Environmental,
Inc.
Project Name:
Charlotte, NC
Client Sample ID: EFFLUENT-1
Xttn: Troy L. Holzschuh
Project ID:
ANG Charlotte
Prism Sample ID: 269961
101 W. Friendly Ave, Suite 603
Sample
Matrix:
Water
CDC Group: G0210148
Greensboro, NC 27401
Time Collected: 02/03/10
14:20
Time Submitted: 02/04/10
12:21
�arameter
Result
Units
Report
MDL
Dilution
Method
Analysis
Analyst Batch
Limit
Factor
DatetTime
ID
------------ . ..... ...
J21111JJ2!2rgjnJS!g2moo,unds by
Q_C,1MgJ
1,1,1,2-Tetrachloroethane
BRL
Pg/L
1�0
OAS
I
8260B
02/09/10 6:23
twitrY
047781
1,1,1-Trichloroethane
BRL
pg/L
1�0
0.063
1
82608
02/09110 6:23
lwltrY
047781
1,1,2,2-Tetrachloroethane
BRL
Pg/L
1�0
0.071
1
8260B
02109/10 6:23
1witrY
047781
1,1,2-Trichlor,oethane
BRIL
)Jg/L
1.0
OA7
1
8260B
02/09/10 6:23
lwft
047781
IA-Dichloroethane
BRL
Pg/L
1�0
0,096
1
8260B
02/09/10 6:23
IvAtrY
047781
I,I-Dichloroethene
BRL
Pg/L
1,0
0.078
1
8260B
02109/10 6:23
WAVY
047781
I,I-Dichloropropene
BRL
Pg/L
1�0
0,061
1
8260B
02/09110 6:23
1witry
Q47781
1,2,3-Trichlorobenzene
BRL
lig/L
2�O
0,20
1
8260B
02109/10 6:23
IvAtrY
Q47781
1,2,3-Trichloropropane
BRL
Pg/L
1�0
OMI
1
8260B
02/09/10 6:23
IvArY
Q47781
1,2,4-Tdchlorobenzene
BRL
pg/L
1'0
0,10
1
8260B
02/09/10 6:23
'witry
Q47781
1,2,4-Trimethylbenzene
BRL
pg/L
1,0
O�048
1
8260B
02/09/10 6:23
Wtry
047781
1,2-Dibromo-3-chloropr,opane
BRL
Pg/L
2�O
0�59
1
8260B
02/09/10 6:23
IvAtrY
047781
1,2-Dibromoethane (EDB)
BRL
Pg/L
1'0
OA4
1
8260B
02/09110 6:23
twitry
047781
1,2-Dichlorobenzene
BRL
pg/L
1�0
0.076
1
8260B
02/09/10 6:23
lwitry
047781
1,2-Dichloroethane
BRL
Pg/L
1'0
OA4
1
8260B
02/09/10 &23
1witrY
Q47781
1,2-Dichloropropane
BRL
pg/L
1�0
013
1
8260B
02/09/10 6:23
lvwtrY
047781
1,3,5-Trimethylbenzene
BRL
lig/L
110
0,057
1
8260B
02/09/10 6:23
1witrY
047781
1,3-Dichlorobenzene
BRIL
Pg/L
1,0
OV4
1
8260B
02/09110 6:23
1witry
047781
1,3-Dichloropropane
BRL
pg1L
1.0
0.11
1
8260B
02/09/10 6:23
1witrY
Q47781
1,4-Dichlorobenzene
BRL
Pg/L
1�0
0.068
1
8260B
02/09/10 6:23
IvAry
047781
2,2-Dichlor,opropane
BRL
P91L
2.0
011
1
8260B
02109/10 6:23
twitrY
047781
2-Chloroethyl 0nyl ether
BRL
pg/L
ZO
0,22
1
8260B
02/09/10 6:23
lwtry
Q47781
2-Chlorotoluene
BRL
pg/L
1�0
0.038
1
8260B
02/09/10 6:23
WtrY
047781
2-Hexanone
BRL
Pg/L
&0
0.19
1
8260B
02/09/10 6:23
1witry
047781
4-Chlorotoluene
BRL
pgA-
1.0
01053
1
8260B
02/09/10 6:23
IvOtrY
047781
4-Methyl-2-pentanone (MIBK)
BRL
pg/L
5.0
013
1
8260B
02/09/10 6:23
IvAtrY
047781
Acetone
BRL
Pg/L
10
0.62
1
8260B
02/09/10 6:23
1witry
047781
This report should not be reproduced, except
in its entirely, without the written consent of Prism Laboratories,
Inc.
449 Springbrook Road P.O.
Box 240643 - Charlotte, NC 28224-0543
Phone. [phone] - Toll Free Number. 1-800/620,6364
- Fax: [phone]
Page I of 12

NC Certification No. 402
Laboratory Report
SC Certification
No. 99012
Ambl'-1
NC Drinking Water Cert. No. 37735
02/19/10
01 Smico Aft"og & &MMOM60bi &AU000-5
AMEC Earth & Environmental,
Inc.
Project Name:
Charlotte, NC
Client
Sample ID: EFFLUENT-1
an: Troy L. Holzschuh
Project ID:
ANG Charlofte
Prism
Sample ID: 269961
01 W. Friendly Ave. Suite 603
Sample Matrix:
Water
COC Group: G0210148
Greensboro, NC 27401
Time Collected: 02/03/10 14:20
Time Submitted: 02/04/10 12:21
)arameter
Result
Units
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
DatetTime
ID
i-Butylbenzene
BRL
Pg/L
1.0
011
1
8260B
02109/10 6:23 Wiry
047781
i-Propylbenzene
BRL
Pg/L
1�0
O�060
1
8260B
02/09/10 6:23 Wry
047781
Naphthalene
BRL
pg/L
1,0
0.098
1
8260B
02/09/10 6:23 Wtry
047781
)-Xylene
BRL
pg/L
1.0
O�046
1
8260B
02/09/10 6:23 1witry
Q47781
p4sopropyltoluene
BRL
Pg/L
1�0
O�065
1
8260B
02/09110 6:23 1witry
Q47781
wo -Butylbenzene
BRL
pg/L
1.0
0.087
1
8260B
02/09/10 6:23 twitry
047781
Styrene
BRL
Pg/L
1�0
0.047
1
8260B
02109/10 6:23 lwft
047781
ert-Butylbenzene
BRL
Pg/L
1.0
0.080
1
8260B
02109/10 6:23 1witry
047781
retrachloroethene
BRL
pq/L
1�0
O�069
1
8260B
02/09/10 6:23 Wiry
047781
roluene
BRL
Pg/L
1.0
0.042
1
8260B
02/09110 6:23 twitry
047781
.rans-1,2-Dichloroethene
BRL
pg/L
2,0
OA2
1
8260B
02/09/10 6:23 1witry
047781
trans-1,3-Dichloropropene
SRL
Pg/L
1�0
O�043
1
8260B
02109/10 6:23 1witry
047781
rrichloroethene
BRL
Pq/L
2.0
O�054
1
8260B
02/09/10 6:23 1witry
047781
Trichlorofluoromethane
BRL
Pg/L
2�O
O�088
1
82608
02/09/10 6:23 Witty
047781
Vinyl acetate
BRL
pg/L
20
010
1
8260B
02/09/10 6:23 IvAtry
047781
Vinyl chloride
BRIL
pg/L
ZO
0,15
1
8260B
02/09110 6:23 Wiry
047781
Surrogate
% Recovery Control Limits
Toluene-d8
100
77-123
Dibromofluoromethane
106
75-129
Bromofluorobenzene
105
80-124
LAttoLs �ICP
Lead
BRL
mg/L
0,0050 O�00095
1
6010B
02/09/10 23:38 dsulfivan
Q47815
Sample Preparation:
50 mL
/ 50 ml.
3010A
02109/10 8:00 mbarber
P26698
n-82nm ExtraStable Material JHEL4:!2JI and!gLea§,eJ
Oil and Grease (HEM)
BRL
mg/L
5.0
1,2
1
1664A
02/11/10 9:50 calfaki
047923
This report should not be reproduced, except
in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road P.O.
Box 240643 - Charlotte, NC, 29224-0543
Phone: [phone] - Toll Free Number: 1-8001529-6364
- Fax: [phone] Page 3 of 12

IMM11h.—
NC Certification No. 402 1►tw t
SC Certification No. 99012 q
NC Drinking Water Can, No. 37735
to Ana.#yfieW 6 FnvimnmenW ftfudam
3 Earth & Environmental, Inc. Project Name: Charlotte, NC Client Sample ICI: FFFLUEt
Troy L. Holz chuteProject ID: ANC Charlotte Prism Sample ICI: 269961
V. Friendly Ave. Suite 603 Sample Matrix: Water CIC Croup: CO21114
isboro, NC'27401 Time Collected: 02/03/10
Time Submitted: ' 02/04/10'
Meter Result Units Report MDL Dilution Method Analysis Anal
Limit Factor lte/Time
ftmgmahle P enol cs, gg2ctroghotometric. Mangal wi h t? stills to
rlics, Total BILL mg/L 0.050 0,018 1 420.1 02109/10 15:23 kcowarc
Sample Preparation: 50 mL / 50 mL 4201 02/09/10 8,51 keow
Suspended Solids
Suspended Solids 38 mg/L 5.0 1.5 1 SM2540 B 02/08/10 15:45 asawyei
)Ie Comment(s):
Below Reporting Limit
(mated value between the Reporting Limit and the MDL
mults its this report relate only to the samples submitted for analysis and meet state certification requirements other than
C certification except for those instances indicated in the case narrative and/or test comments,
wits are reported on a wet -weight basis
is D. Overcash, V.P. Laboratory Services
This report should not be reproduced, except in its entirety, without the written consent of prism Laboratories, Inc.'
449 Springbrook Road - P.O.Box 240543 - Charlotte, NC 28224.0543
Phone: [phone] - Toll Free Number 1-800162 -6364 - Fax: [phone]

y
N Certification No. 402Laboratory
Report
S Certification No.
99012
OLNC
Drinking Water Cart. No. 37735
0 /1 /1
A Sorvito Analytical A, envImantavelai Solutions
AMEC Earth & Environmental,
Inc.
Protect Marne:
Charlotte, NC
Client Sample IC: S-
,ttn: Troy L,1 olzschuh
Project lid:
ANG Charlotte
Priam Sample ID: 269962
91 W. Etlendly Ave. Suite 603
Sample
Matrix.
Water
COC
Group: G0210148
Greensboro, NC 27401
Time
Collected: 02/03/10
14 45
Time
Submitted:: 02/04110
1 21
arameter
Result
Units
Report
MDL=
Dilution
Method
Analysis
Analyst Batch
Limit
Factor
Date/Time
iC
Lotaft QLganLc,EgMg2ULids by
QCIMS
,1,1,2-Tetrachloroethane
BRL
tsgt
1.0
OAS
9
8260B
02/09/10 5:51
tit
t47i 1
1,1,1-Trichloroethane
BRL
pg/L
1,0
0.063
1
8260B
02/09/10 5:51
lwitry
047781
1,1,2,2-Tetrachloroethane
BRL
pg/L
1.0
0.071
1
8260B
02109/10 6:51
Iwitry
047781
1,1,2-Trichloroethane
BBL
tlg/L
1.0
OA7
1
8260B
02/09/10 5:51
1witry
047781
0-Lichloroethane
BRL
pg/L
1.0
0.096
1
8260B
02/09/10 5:51
lwitry
047781
1,1-Dichloroethene
BRL
pg1L
1.0
0.078
1
8260B
02/09/10 5:51
Wiry
047781
I,1-Dichloropropene
BRL
lag/L
1.0
0.061
1
8260B
02/09110 5:51
twitry
047781
1,2,3-Tdchlorobenzene
BRL
pg/L
2.0
0.20
1
8260B
02/09/10 5:51
twitry
047781
1, ,3-Trichloropropane
BRL
pg/L
1;0
0.081
1
8260B
02/09/10 5:51
twitry
047781
1, ,4-Tdchlorobenzene
BRL
pg/L
- 1.0
0.10
1
8260B
02/09/10 5:51
Iwitry
047781
1,2,4-Trimethlbenzene
BRL
tag/L
1.0
0.048
1
8260B '
02/09/10 5:51
lwitry
047781
1,2-Dibromo-3-chloropropane
BRL
pg/L
2.0
0.59
1
8260B
02/09/10 5:51
Wiry
047781
1,2-Dibrormoethane(EDB)
BRL
pg/L
1.0
0.14
1
8260B
02/09/10 :51
Wiry
047781
1,2-Dichlorobenaene
BRL
pg/L
1.0
0.076
1
8260B
02/09/10 6:51
lwtry
047781
1,2-Dichloroethane
BRL
pg/L
1.0"
0.14
1
8260B -
02/09/10 5:51
lwitry
Q47781
1, ^Cichloropropane
BRL
pg/L
1.0
0.13
1
8260B
02/09/10 5:51
Wtry
Q47781
1, ,5-Trimethylbenzene
BRL
pg/L
' 1.0
0.057
1
8260B
02/09/10 5:61
twitry
047781
1,8-Dichlorobenzene
BRL
pg/L
1.0
0.074
1;
8260B
02/09/10 :51
lwitry
047781
1,3-Dichloropropane
BRL
pg/L
1.0
0.11
1
8260B
02/09/10 5:51
twitry
047781
1,4-Dichlorobenzene
BRL
pg/L
1.0
0.068
1
8260B
02/09/10 5:51
Wiry
047781
2 2-Dichloropropane
BRL
pg/L
2.O
0.11
1
8260B
0 109/10 5:51
lwitry
Q47781
-Chloroethyl vinyl ether
BRL
pg1L
O
0.22
1
8260B
02/09/10 5:51
lwitry
Q47781
-Chlorotoluene
BRL
pg/L
1.0
0.038
1
8260B
02/09/10 5:51
lwitry
047781
2-Nexano e
BRL
pg/L
5.0
0.19
1
8260B
02/09110 :51
twitry
Q47781
4-Chlorotoluene
BRL
pg/L
1.0
0.053
1
8260
02/09/10 5:51
twitry
047781
4-Methyl-2-pentanone (MISK)
BRL
pg/L
' 5.0
0.13
1
8260B
02/09/10 5:51
Why
047781
Acetone
6.4 J
pgiL
10
O,62
1
8260B
02/09/10 5:51
lw try
047781
This report should not be reproduced, except in its, entirety, without the written consent of Prism Laboratodes,
Inc.
449 Springbrook Road - P.O. Box 240543 - 'Charlotte, NC 28224-0543
Phone: [phone] - Toll (Free Plumber: 1-800/529- 3 4 - Fax:[phone]
Page 5 of 12

NC Certification No. 402 Laboratory Report
SC Certification No. 99012
NC Drinking Water Can, No. 37735 02119/10
utions
ental, Inc. Project Name: Charlotte, NC Client Sample ID: SW-5
Project ID: ANG Charlotte Prism Sample ID: 269962
lite 603 Sample Matrix: Water COC Group: G0210148
Time Collected: 02/03/10 14:45
Time Submitted: 02/04/10 12:21
Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
— --------------
BRL
pq/L
100
11
1
826
BRL
pg/L
100
OM
1
826
BRL
Pg/L
1.0
O�072
1
826
BRL
Pq/L
1�0
0.064
1
82E
BRL
Pg/L
1.0
OA3
1
82E
BRIL
pg/L
1�0
0.063
1
82f
BRIL
pg/L
1�0
U7
1
82C
BRL
pg/L
3.0
0.47
1
82f
BRIL
Pg/L
5.0
1.4
1
82f
BRIL
pg/L
2,0
0.12
1
82f
BRL
pg/L
1�0
0.061
1
82(
BRIL
Pg/L
1�0
OM
1
82(
BRIL
Pg/L
5.0
OA3
1
82(
BRL
Pq/L
1�0
OM9
1
82f
BRL
pg/L
2.0
0.11
1
82(
BRL
pg/L
1.0
0.076
1
82(
BRIL
Pg/L
1�0
OAO
1
824
BRL
Pg/L
1�0
0.13
1
821
BRL
Pg/L
2.0
OA1
1
821
BRL
lig/L
1,0
0.067
1
821
BRL
Pg/L
2.0
0.36
1
821
BRL
Pq/L
IL
O�043
1
82,
BRIL
Pg/L
1.0
0.072
1
82,
BRIL
Pg/L
2�O
U81
1
82
BRL
lig/L
5.0
0,90
1
82
iyf t-butyl ether (MTBE) BRL Pg/L 1�0 0�070 1 8260B 02/09/10 5:51 twil
iylene chloride BRL pg1L 2�O OA5 1 8260B 02/09/10 5:51 [wil
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.0, Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-8001529-6364 - Fax: [phone]

i'lllj "'
NC Certification No. 402
6iC Report
SC Certification No. 99012
NC € rinking Water Cert. No. 37735
02/19110
A Sovice Amtytkal & FtwironmWMI &oluftos
AMEC Earth & Environmental,
Inc.
Project Name:
Charlotte, NC
Client Sample ID: SW-
kttn: Troy L. Hol2schuh
Protect 1D.
ANG Charlotte
Prism Sample 1D: 269962
01 W. Friendly Ave. Suite 603
Sample Matrix:
Water
CDC
Group: G0210148
Greensboro, NO 27401
Time
Collected. > 02/03110
14:45
Time
Submitted: 02/04/10
12:21
' rameter
Result
units Report
MDL
_ Dilution
Method
Analysis Analyst Batch
Limit
Factor
Date/Time
ID
i-Butylbenzene
BRL
lag/L- 1.0
0.11
1
8260B
02/09/10 :51 iwitry
047781
i-Propylbenzene
BRL
fag/L 1.Q
0.060
1
8260B
02/09/10 5:51 lwitry
047781
Naphthalene
SRL
Wg/L 1.0
0,098
1
8260B
02/09/10 5:51 lwltry
047781
i- ylene
BRIL
p /L 1.0
0.046
1
8260B
02/09/10 5:51 twitry
047781
p-tsopropyltotuene
BRL
tag/L 1.0
0.065
1
8260B
02/09/10 551 twitry
047781
c c-Butylb n ene
BRIL
lag/L 1,0
O.087
1
8260B
02/09/10 5:51 iwitry
047781
Styrene
BRL
lag/L 1.0
0.047
1
8260B
02/09/10 551 lwitry
047781
ert-Butylb nzene
BRL
pg/L 1.0
0.080
1
82608
02/09110 5:51 twitry
Q47781
retrachloroethene
BRL
pg/L 1.0
0,069
1
8260B
02/09/10 5:51 lwitry
Q47781
Toluene
BRL
pg/L 1.0
O.042
1
82608
02/09/10 5:51 lwitry
047781
rans-1,2-Dichloroethene
BRL.
lag/L 2.0
O.12
1
8260B
02/09/10 5:51 iwitry
047781
trans-1,3-Dichloropropene
BRL
rag/L 1.0
0.043
1
8260B
02/09/10 51 lw:try
047781
rrichloroethene
BRIL
tag/L - 2,0
0.054
1
8260B
02109/10 5:51 lwitry
047781
Tr chlorofluoro ethane
BRL
lag/L 2.0
0,088
1 '
8260B
02/09110 5:51 twitry
047781
Vinyl acetate
BRL
lag/L 20 `
0.10
1
8260B
02/09110 5:51 WAVY
047781
Vinyl chloride
BRL
lag/L 2.0
0.15
1
8260B
02/09/10 5:51 lwitry
Q47781
Surrogate
% Recovery Control Limits
Toluen 8
101
77 - 123
Dibromofluorcmethane
85
75 - 129
Bromofiuorobenzene
108
80 -124
total Recoverable Ptenollcs S ectro hotometric Manual 4-A62 with Q stillation
Phenolics, Total
SRL
mg/L 0.050
0.018
1
420.1
02/09/10 15:23 kcoward
047837
Sample Preparation:
50 mL
/ 50 mL
420.1
02/09/10 8:51 keoward P26704
Total Sus± ended Sotid
Total Suspended Solids
6.5 J
mg/L 13
1.5
1
SM2540 D
02108/10 16:55 asawyer
047845
*Analysis Note for Total :Suspended Solids:
Reduced volume
filtered clue to slaw filering.
This report should not be reproduced, except in its entirety, without the written
consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O.. Box 24 543 - Charlotte, NC 8224-0643
Phone: [phone] - Toll Free Number: 1.800/ 9-6364 - Fax. [phone]
Page 7 of 12

NC Certification No. 402
Laboratory Report
AbkNMa--W"
SC Cerlification No. 99012
02/19/10
NC Drinking Water Cert, No.
37735
ft Smito AnalydeAt & UMM"MOV"I S01U60"s
AMEC Earth & Environmental,
Inc.
Project Name:
Charlotte, NC,
Client Sample ID: TRIP
BLANK
ttn: Troy L. Holzschuh
Project ID:
ANG Chadotte
Prism Sample ID: 269963
01 W, Friendly Ave. Suite 603
Sample Matrix:
Water
CDC
Group: G0210148
Greensboro, NC 27401
Time
Collected: 02/03/10
Time
Submitted: 02/04/10 12:21
larameter
Result
Units
Report
MDL Dilution
Method
Analysis
Analyst
Batch
Limit
Factor
Date[Time
ID
Lolg& "r ilaig gRM22Linds §y
GgNs
,1,1,2-Tetrachloroethane
BRL
Pg/L
1�0
015 1
8260B
02109/10 5:20
tvvitrY
Q47781
1,1,1-Trichloroethane
BRL
Pg/L
1�0
0,063 1
8260B
02/09110 5:20
1witrY
047781
,1,2,2-Tetrachloroethane
BRL
pg/L
1�0
O�071 1
8260B
02/09/10 5:20
IvAtry
Q47781
1,1,2-Tdchloroethane
BRL
Pg/L
I �0
0.17 1
82608
02/09/10 5:20
1witrY
047781
11-131chloroethane
SRL
Pg/L
1,0
O�096 1
8260B
02/09/10 6:20
1witrY
047781
I,I-Dichloroethene
BRL
pg/L
1�0
0.078 1
8260B
02/09/10 5:20
1witry
Q47781
I,I-Dichloropropene
BRL
pg/L
1.0
0.061 1
8260B
02/09/10 5:20
1witrY
047781
1,2,3-Tdchlorobenzene
BRL
Pg/l.
ZO
0.20 1
8260B
02/09/10 5:20
1witrY
047781
1,2,3-Trichloropropane
BRL
Pg/L
1'0
0,081 1
8260B
02109/10 5:20
WrY
047781
1,2,4-Trichlorobenzene
BRL
pg/L
1�0
0A0 I
8260B
02/09/10 5:20
1witry
Q47781
1,2,4-Trimethylbenzene
BRL
pg/L
1�0
O�048 1
8260B
02/09/10 5:20
1w1trY
Q47781
1,2-Dibromo-3-chloropropane
SRL
pg/L
2.0
0�59 1
8260B
02/09/10 5:20
1witry
047781
1,2-Dibromoethane (EDB)
BRL
Pg/L
1'0
0.14 1
8260B
02/09/10 5:20
IvAtrY
Q47781
1,2-Dichlorobenzene
BRL
Pg/L
1.0
0,076 1
8260B
02109/10 5:20
'witry
047781
1,2-Dichloroethane
BRL
pq/L
1.0
0,14 1
8260B
02/09/10 5:20
1witrY
Q47781
1,2-Dichloropropane
BRL
Pg/L
1�0
OA3 1
8260B
02/09110 5:20
MPUY
047781
1,3,5-Trimethylbenzene
BRL
lig/L
1�0
0�057 1
8260B
02/09/10 5:20
IwArY
047781
1,3-Dichlorobenzene
SRL
pg/L
1.0
OX4 1
8260B
02/09/10 5:20
WIVY
047781
1,3-Dichloropropane
BRL
pg/L
1�0
0.11 1
8260B
02/09/10 5:20
WtrY
047781
1,4-Dichlorobenzene
BRL
Pg/L
1�0
0.068 1
8260B
02/09/10 5:20
Wtry
047781
2,2-Dichloropropane
BRL
Pg/L
2�O
0A1 I
8260B
02/09/10 5:20
IvArY
Q47781
2-Chloroethyl vinyl ether
BRL
Pg/L
2.0
0,22 1
8260B
02/09/10 5:20
NAVY
Q47781
2-Chlorotoluene
SRL
pg/L
1�0
0.038 1
8260B
02109/10 5:20
IvAtrY
Q4778i
2-Hexanone
BRL
pg/L
&0
OA9 1
8260B
02/09/10 5:20
NAVY
047781
4-Chlorotoluene
BRL
pg/L
1,0
0�063 1
82608
02/09/10 5:20
1witry
047781
4-Methyl-2-pentanone (MIBK)
BRL
pg/L
5�0
0.13 1
8260B
02109/10 5:20
IvAtrY
047781
Acetone
BRL
lig/L
10
O�62 1
8260B
02/09/10 5:20
1witrY
Q47781
This report should not be reproduced, except in its entirety, without the written consent of
Prism Laboratories,
Inc.
449 Springbrook Road P.O.
Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free
Number: 1-8001529-6364 - Fax: [phone]
Page 9 of 12

NC Certification No. 402
Laboral
SC Certification
No. 99012
NC Drinking Water Cert, No. 37735
rental, Inc.
Project Name:
Charlotte, NG
Client Sample ID: TS
I
Project I
D:
ANG Charlotte
Prism Sample ID: 26
Wite 603
Sample Matrix:
Water
COC Group: GC
Time Collected: 02
Time Submitted: 02
Result
Units
Report
MDL
Dilution
Method
Analysis
Limit
Factor
Date/Time
SRL
Pg/L
100
1.1
1
8260B
02/09/10 5:20
BRL
Vg/L
100
OM
1
8260B
02/09/10 5*20
BRIL
P91L
1.0
0.072
1
8260B
02/09/10 5:20
BRL
vg/L
1.0
U64
1
82608
02109/10 5:20
SRL
Pg/L
1.0
013
1
8260B
02/09/10 5:20
BRIL
Pg/L
1�0
0.063
1
8260B
02/09/10 520
BRL
pg/L
1�0
027
1
8260B
02/09110 5:20
BRL
Pg/L
3,0
0.47
1
8260B
02/09/10 5:20
BRIL
pg/L
5.0
1A
1
8260B
02109/10 5:20
BRL
Pg/L
2�O
012
1
8260B
02/09/10 5�20
BRL
Pg/L
1.0
U61
1
8260B
02/09/10 5:20
BRL
Pg/L
1�0
OM
1
8260B
02/09/10 5:20
BRIL
119/1-
5.0
OA3
1
8260B
02/09/10 5:20
BRIL
lig/L
1.0
OM9
1
8260B
02/09/10 5:20
SPL
pgA-
2�O
OAI
I
8260B
02/09110 6:20
BRL
Pg/L
1�0
O�076
1
8260B
02/09/10 5:20
BRL
lig/L
1�0
0.10
1
8260B
02109110 5:20
BRIL
pg/L
1.0
OA3
1
8260B
02/09110 5:20
BRIL
Pg/L
2.0
0.11
1
8260B
02/09/10 5:20
BRL
Pg/L
1�0
U67
1
8260B
02/09/10 5:20
BRL
Pg/L
2.0
0.36
1
82608
02109/10 5:20
BRL
pgIL
1.0
O�043
1
8260B
02/09110 5*20
BIRL
pg/L
1.0
OX2
1
8260B
02109/10 5:20
BRL
pg/L
2�O
O�081
1
8260B
02/09/10 5:20
BRL
lig/L
5�O
0.90
1
8260B
02109/10 5:20
E)
BRL
Pq/L
1�0
OMO
1
8260B
02/09/10 6�20
BRL
P91L
2�O
0.45
1
8260B
02109/10 5:20

NC Certification No. 402
Laboratory Report
SC Certification
No. 99012
NC Drinking Water Cert. No, 37735
02/19110
owt�kv�wl
ill SovIce A""Cal & CaWronmontaf SOM10"s
AMEC Earth & Environmental,
Inc.
Project Name:
Charlotte, NC
Client Sample ID: TRIP BLANK
an: Troy L. Holzschuh
Project ID:
ANG Charlotte
Prism Sample ID: 269963
01 W. Friendly Ave. Suite 603
Sample Matrix:
Water
COC Group: G0210148
Greensboro, NC 27401
Time Collected: 02/03/10
Time Submitted: 02/04/10 12:21
�arameter
Result
Units Report
MDL
Dilution
Method Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
-Butylbenzane
BRL
lig/L 1�0
0.11
1
8260B 02/09110 5:20 IvAtrY
Q47781
i-Propylbenzene
BRL
Pg/L 1.0
0.060
1
8260B 02/09110 5:20 1witry
047781
'4aphthalene
SRL
Pg/L 1.0
0.098
1
8260B 02/09/10 5:20 Wiry
047781
�-Xylene
BRL
pg/L 1�0
0.046
1
$260B 02/09/10 5:20 Wiry
047781
o-isopropyttoluene
BRL
pg/L 1�0
U65
1
8260B 02109/10 5:20 'Witry
Q47781
;ec-Butylbenzene
BRL
Pg/L 1�0
0.087
1
8260B 02/09/10 6:20 IvAtrY
047781
Styrene
BRL
Pg/L 1.0
O�047
1
8260B 02/09/10 5:20 IvAtry
047781
ert-Butylbenzene
BRL
P91L 1.0
U80
1
8260B 02109/10 5:20 lwitry
Q47781
Tetrachloroethene
BRL
Pg/L 1�0
U69
1
8260B 02/09/10 5:20 lwft
047781
roluene
SRL
pg/L 1�0
0.042
1
82608 02/09/10 5:20 1witrY
Q47781
,rans-1,2-Dichloroethene
BRL
Pg/L 2.0
0.12
1
8260B 02/09/10 5:20 IvAtrY
047781
trans-1,3-Dichloropropene
BRL
Pg/L 1.0
0.043
1
8260B 02109/10 5:20 'witry
047781
Trichloroethene
BRL
lig/L 2�O
U54
1
8260B 02/09/10 5:20 Witty
047781
Tdchlorofluoromethane
BRL
P91L 2�O
0.088
1
8260B 02/09/10 6:20 lwitry
047781
Vinyl acetate
BRL
Pg/L 20
0A0
1
82608 02/09/10 5:20 1witry
047781
Vinyl chlodde
BRL
pg/L 2�O
015
1
8260B 02/09/10 5:20 twitry
047781
Surrogate
% Recovery Control Limits
Toluene-d8
102
77-123
Dibromofluoromethane 101
75-129
Bromofluor,obenzene 106
80-124
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-8001529-6364 - Fax: [phone] Page 11 of 12

NC Certification No. 402
Level 11 QC Report
SC Certification No. 99012
2/19/10
NC Drinking Water Can. No. 37735
Full Service Aaalytioal & EnVironmetiftl SOlUbOnS
AMEC Earth & Environmental, Inc.
Project
Charlotte, NC COC Group Number:
G0210148
Attn-, Troy L. Holzachuh
Name:
Date/Time Submitted:
214/10 12:21
101 W. Friendly Ave. Suite 603
Project ID: ANG Charlotte
Greensboro, NC 27401
yolaillIg ,ic g2M122gUds,bvGC/MS, method 82608
.Man
Method Blank
0C BatCh
Result RL
Control Urnit
Units
to
1,1,1,2-Tetrachloroethane
NO 1
<0�5
Pg/L
047781
1,1,1-Trichloroethane
NO I
<0�5
pg/L
047781
1,1,2,2-Tetrachloroethane
ND 1
<0�5
pg/L
047781
1,1,2-Trichloroethane
NO I
PgA-
047781
1,1-Dichloroethane
NO 1
<0.5
Pq/L
047781
I,I-Dichloroethene
NO 1
<0�5
luglt.
047781
I,I-Dichloropropene
NO 1
<0.5
pg/L
047781
1,2,3-Trichlorobenzene
NO 2
<1
pg/L
047781
1,2,3-Trichloropropane
NO 1
<0.5
pg/L
047781
1,2,4-Trichlorobehzene
NO 1
<0.5
pg/L
047781
1,44-Trimethylbenzene
NO I
<0�5
pq/L
047781
1,2-Dibromo-3-chlor,opropane
ND 2
<1
pgA-
047781
1,2-Dibromoethane (EDB)
ND 1
<0.5
pg/L
Q47781
1,2-Dichlorobenzene
NO 1
<0,5
pg/L
Q47781
1,2-Dichloroethane
ND 1
<0�5
pg/L
047781
1,2-Dichloropropane
NO 1
<0�5
pg/L
047781
1,3,5-Trimethylbenzone
NO 1
<0�5
pq/L
047781
1,3-Dichlorobenzene
NO 1
<0�5
Pg/L
047781
1,3-Dichloropropane
NO 1
<0�5
PqA-
047781
1,4-Dichlorobenzene
NO 1
<0.5
pg/L
047781
2,2-Dichloropropane
NO 2
<1
P9&
047781
2-Chtoroethyl vinyl ether
NO 2
<1
vq/L
047781
2-Chlorotoluene
NO 1
<0,5
P9/L
Q47781
2-Hexanone
NO 5
<2�5
pg/L
Q47781
4-Chlorototuene
NO 1
<0.5
pg/L
Q47781
4-Methyl-2-pentanone (MIBK)
NO 5
<2.5
pg/L
047781
Acetone
NO 10
<5
pgA-
047781
Acrolem
NO 100
<50
Pg/L
047781
Acryionitrile
NO 100
<50
Pg'L
Q47781
Benzene
NO 1
<0�5
pglL
047781
Bromobenzene
NO I
<0.5
P91L
Q47781
Bromochloromethane
NO 1
<0Z
PWL
047781
Bromodichloromethane
ND 1
<U
Pg/L
047781
Bromoform
NO 1
<0,5
Pg/L
Q47781
This report should not be reproduced, except in its entirety, Wthout the written consent of Prism Laboratories,
Inc.
"9 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-8001529-6364 - Fax: [phone]
page I of 5

NC Certification No. 402
Level 11 QC Report
SC Certification
No, 99012
2/19/10
NC Drinking Water Cart. No. 37735
AMEC Earth & Environmental,
Inc.
Project
Charlotte, NC
COC Group Number:
G0210148
Attn: Troy L. Holzschuh
Name:
Date/Time Submitted:
214/10 12:21
101 W. Friendly Ave. Suite 603
Project ID:
ANG Charlotte
Greensboro, NC 27401
Recovery
Recovery
Ranges
OC Batch
Result
Spike Amount
units
%
to
IJ-Dichloroethene
51.96
50
pg/L
104
70-154
Q47781
Benzene
519
50
pgA.
106
77-128
047781
Chlorobenzene
46.68
so
PgA-
93
78-119
047781
Toluene
53.69
50
Pg/L
107
76-131
047781
Trichloroethene
58.66
50
pg]L
117
77-133
047781
atrix Spike
Recovery
Recovery
Ranges
OC Batch
Sample lo�
Result
Spike Amount
Units
%
to
269962 1,1-Dichloroethene
507A
500
pg/L
101
70-149
047781
Benzene
5512
500
P9/L
ill
75-130
047781
Chlorobenzene
46U
500
pg/L
92
76-119
047781
Toluene
551 �9
500
pgA.
110
73-134
047781
Trichloroethene
578.9
500
pgA-
116
76-130
047781
atrix Duplicate
Recovery
Recovery RPD
Rang" RPD Range
oc Batch
Sample to�
Result
Spike Amount
units
------
----
% % %
1 0
269962 IJ-Dichloroethene
537A
500
pg/L
107
70-149 6 0-17
Q47781
Benzene
5451
Soo
Pg/L
109
75-130 1 0-15
047781
Chlorobenzene
4703
500
lig/L
94
76-119 2 0-18
047781
Toluene
552.2
500
PgA.
110
73-134 0 0-17
Q47781
Trichloroethene
590.2
500
Pg1L
118
76-130 2 0-15
047781
Metall§ILCP method6010S,
Blank
QC; Batch
Result
RL
Control Limit Units
Lead
U006
0,005 <U025 nng/L
047815
Laboratory Control Sample
Recovery
Recovery
Ranges
OC Batch
Result
Spike Amount
units
%
...... .... .
to
Lead
02424
025
mg/L
97
80-120
047816
Matrix Spike
Recovery
Recovery
Ranges
OC Batch
Sample to:
Result
Spike Amount
Units
%
to
269961 Lead
0.2245
015
mg/L
90
75-125
047815
matrix Spike Duplicate
Recovery
Recovery RPD
Ranges RPD Range
OC Batch
Sample to:
Result
Spike Amount
Units
% % %
to
269961 Lead
02283
0.25
migill.
91
75-125 2 0-20 047815
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte,
NC 28224-0543
Phone: [phone] - Toll Free Number- 1-800/529-636,4
- Fax: [phone]
Page 3 of 5

NC Certification No. 402 Level 11 QC Report
SO Certification No. 99012
2/19/10
NO Drinking Water Can. No. 37735
Full Sorvice AnWyflca l & Environmental Soludom
AMEC Earth & Environmental, Inc. Project Charlotte, NC COC Group Number:
G0210148
Attn: Troy L. Holzschuh Name: Date/Time Submitted:
2/4/10 12:21
101 W . Friendly Ave. Suite 603 Project ID: ANG Charlotte
Greensboro, NC 27401
ggtracLabig Ma!12jal lHgV_, Q11 and Greasel. method 1664A
-iieth(4BIartk"
QC Batch
Result RL Control Umit Units
ID
Oil and Grease (HEM) 0A 5 <2,5 mg/L
047923
Laboratory Control Sample Recovery Recovery
Ranges
QC Batch
Result Spike Amount Units 1/0 %
to
Oil and Grease (HEM) 371 40 mg& 93 78-114
047923
j�aiiix Spike Recovery Recovery
Ranges
OC Batch
Sample to: Result Spike Amount Units %
269961 Oil and Grease (HEM) 37.44 44A4 mg/L 82 78-114
047923
Sample Duplicate RPO
RPD Range
QC Batch
Sample to: Result Result Units % %
to
270436 Oil and Grease (HEM) 1 �64 1.14 MgA- 36 # 0 - 18
047923
*See Case Narrative
This report should not be reproduced, except in its entirety, Wthout the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NO 28224-0543
Phone: [phone] - Toll Free Number: 1-8001529-6364 - Fax: [phone]
Page 5 of 5

PRISM
LASORATORIEUNC.
Date: 03/03110 Client'
Company: AMEC Earth & Environmental, Inc. Prism
Contact: David Treadway Colle
Address: 101 W. Friendly Ave. Suite 603 Lab St
Greensboro, NC 27401 ` Client
Case Narrative
ID:
ANG Charlotte
°oup No:
G0210792
to($):
02126/1
Dates):
02/26110
Name Or No:
Charlotte, NC
s a Case Narrative, Laboratory Report and Quality
I to Prism for this project.
affected.
Semi Volatile Analysis
NIA
Volatile Analysis
NIA
Motale Analysis
NIA
Wet Lab and Micro Analysis
No Anomalies Reported
Please call if you have any questions relating to this analytical report.
Data Reviewed by: Robbi A. Jones Project Manager: Robbi A. Jones
A
Signature: j»_ Signature:
review Date: 03/03/10 Approval Date 0 / 311tI
Data Qualifiers Key Reference:
6: Compound also detected in the method blank.
: Result outside of the QC limits.
C?. Compound diluted out,
E: Estimated concentration, calibration range exceeded.
J: The analyte was positively Identified but the value is estimated below the reporting limit.
N: Estimated concentration with a high bias.
L Estimated concentration with a low bias.
: A matrix effect is present.
Notes., This report should not be reproduced, except in its entirety, without the writtlen consent of Prism Laboratories, Inc. The results in this
report relate only to the samples submitted for analysis.
449 Springbrook Road, P.0, Box 240543, Charlotte NC 28224-0403
Phone:[phone] Toll :800#52U364 Fax:[phone]

NC Certification No, 402
Level 11 QC Report
SC Certification No. 99012
3/3/10
NC Drinking Water Cart, No. 37735
F us Servico Analytical & Envirarmontal solutions
AMEC Earth & Environmental, Inc.
Project
Charlotte, NC
COC Group Number:
G0210792
Attn: David Treadway
Name:
Date/Time Submitted:
2/26/10 15:40
101 W. Friendly Ave. Suite 603
Project 10:
ANG Charlotte
Greensboro, NC 27401
Total Susoended Solids. method SM2640 D
Method Blank
oc Batch
Result
RL Control umit Units
to
Total Suspended Solids 0.4
6 <5
MgA.
048348
Laboratory Control Sample
Recove ry
Recovery
Ranges
QC Batch
Result
spike Amount
Units
%
to
Total Suspended Solids 456
445
mg/L 102
90-110
048348
-6u"�-Ifc-ata- Sample
Duplicate
RPD RPD
Range
QC Batch
Sample 10: Result
Result
units
10
272368 Total Suspended Solids 52
47.5
mg1L
9 0 - 20
Q48348
#-Sao Case Narrative
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543 Page I of I
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]

Michael F. Easley, Governor
State of North Carolina
William G. Ross, lr., Secretary
Department of Environment and Natural Resources
October.,
0011h, OW AIM
Captain Samuel Ingram CER
I Ath Airlift XXI;t- XTC Air 1Vqt;ntiil ('ywirtl VIWT
4930 Nfinuteman Way
Charlotte, NC 28208
Subject: NPDES Permit Application Return
Return # 2280
MecklenburL, aunty
Aeen H. Sullins, Director
division of Water Quality
Vr" 101% AFINIM U00k�,
M-Surf Ce Water
Dear Captain Ingram:
In accordance with Division policy, we must hereby return the attached NPDES permit
application received on October 3, 2008. After a preliminary review by the NPDES staff, the
Division has determined that the application for coverage under General Permit NCG510000 to
discharge groundwater remediation wastewater does not meet the Certificate of Coverage
requirement;
This is because the Certificate of Coverage from the Environmental Management
Commission does not allow the discharge of treated wastewater from the
remediation of groundwater contamination resulting from solvents.
If you wish to reapply for an individual NPDES permit, please complete the NC Form C-GW
and include appropriate fees before resubmitting the application form, If you resubmit the
complete application package, which includes the permit application, the application fee and the
complete Engineering Alternatives Analysis within sixty -days of this letter, the application fee
you submitted previously ($100,00) will be credited to you (your application fee balance due will
be $760.00).
If you have any questions about the NPDES permitting process, please contact us at (919) 807-
6300.
Sincerely,
Gil Vinzani, P.E.
Supervisor, Eastern NPDES Program
Attachments: Returned general permit application package
Technical -Bulletin fear General Permit NCG510000
Engineering Alternatives Analysis Guidance Document
Cc. NPDES pile
AWPCentral 'Files'
Helen P. Corley, L.G,, AMEC Earth & Environmental, Inc; 101 W. Friendly Ave., Ste 601, Greensboro, NC 27401
Division of Water Quality, Point Source Branch Telephone [phone] One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 FAX [phone] a, No
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at hMp.Y1h2&,&arstat&,nc.us1 WUMAY
An Equal Opportunity/AffiffnaWe Action Employer

A riC Michael F. Easley, governor
William C. Ross Jr., Secretary
north Carolina Department of Environment and Natural Resources
"C
Coleen H. Sullins, Director
r
Novernber l7, 2t)()flKt:k.A':1Vr_:D
145"" AIRLIFT WING NC AIR NATIONAL GUARD `
4930 MINCJTI. MAN WAY
CHARLOTTE NC 28208 V'
Subject: Acknowledgement of n `tta cif e V
p 1c �r
Pe t NCG 10526
Facility; 14nt`Airlift Wing, NC Air National Guard
Mecklenburg County
Dear Captain Ingram.
The Division of Water Quality NPDES acknowledges receipt of your resubmitted permit application, with the
supporting materials on November 1.0, 2008. This application package has been assigned the number listed: above
and will be reviewed by Ron Berry. By copy of this letter, we are also requesting a Staff Report from the
Mooresville Regional Office
The reviewer will perform detailed review and contact you with a request for additional information i
necessary. To ensure the maximum efficiency in processing permit applications, the Division requests your
assistance in providing a timely and complete response to any additional information requests.
Please note at this time, processing pernut applications can take as long a _ 90 days after receipt of a complete
application. To checkon the status of aplicaton, please visit
It :ifh2cs.el r.state..nc.itsibim llte ortslre cixts e°n its.htrrm1.
If you have any questions, please contact Pon Berry at 919-807- 403, or via e-mail at [e-mail], If
the reviewer is unavailable, you may leave a message, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincerely,
�aur�ieSingleton
NPDES Point Source Branch.
cc: Central File
° y` ? Surface Water .Protection (Ori application sent to R.O. on October 3, 2008)
t .-or ey,1L.G. AM Earth& Fnviron'l, hie 141 W. Friendly Ave., Ste 603, Greensboro, NC 27401
NPI FS Unit File NCG51052
One Pretreatment, Emergency Response and Collection Systems Unit Internet http;/th2o.enr.nc.state,us/ndp
NortliCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
1 i Telephone [phone]Qo Fax [phone]% recycled/10% post -consumer paper

November 6, 2006
NPDE a Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: Permit Application -- Resub►nitiat NCG610626
145 th Airlift Wing, Charlotte ANG, North Carolina
AMC Project Number: 276220103

PPPPP' Caneral Permit Application Resubmission
AMEC looks forward to working with your Division toward the successful and expeditious
execution of this permit application. , If you have any questions or concerns, please do contact
me directly in my office at 704-892-1344 or on my mobile at 4-23 -34g4.
Sincerely;
AMEC Earth & Environmental, Inc.
w
Helen P. Corley, L.C.
Senior Project Manager and Associate Hydrogeologist
Nolen.corley('a amc.co

to •, ���• s e
storage tanker staging and the every -third day emptying cyc
prohibitive for the expected duration of the project.
Mobbbbib"
AEC evaluated staging,
Water would then be
>osal facility.Rental of a`
-ansportation with disposal
1 and disposal cost would'
s per day. This option is
vould be interfered with by
le. Furthermore, it is cost'

SOC PRIORITY PROJECT: Yes— No X
To: Western NPDES Program Unit
Water Quality Section
Attention: Vanessa Manuel
November 14,2008
NON -DISCHARGE REPORT AND RECOMMENDATION
County: Mecklenburg
Permit No. NCG510526
PART I - GENERAL INFORMATION
1. Facility and address: NC, Air National Guard
145 1h Airlift Wing N'C Air National Guard
Charlotte, North Carolina 28208
2. Date of investigation: June 23, 2003
3. Report prepared by: Samar Bou-Ghazale , Env. Engineer 11
4. Persons contacted and telephone number: Captain Samuel Ingram, with National Guard,
TeI4 704-391-4327, Ms. Helen Corley, with AMEC Earth & Environmental, Tel# 704-
892-1344.
5. Directions to site: From 1-85, take Billy Graham Parkway, exit 33 toward
Charlotte/Douglas International Airport. Turn left onto Billy Graham Parkway and travel
1 .7 miles to Morris Field Drive, Take a right onto Morris Field Drive and travel 0.09
miles to Minuteman Way. Take a right onto Minuteman Way and travel 0.15 miles to the
145'h Wing Main gate on the left side Minuteman Way.
6Discharge point(s), List for all disposal sites:
Latitude: 35' 13'04" Longitude: 80' 55'50"
USES QuadNo.:Gl5NW U.S.G.S. Name: Charlotte West, N.C,
7. Size (land available for expansion and upgrading): Limited area is available for expansion
and upgrading.
& Topography (location map or topographic indicating relationship to 100 year flood plain
included).- Sloping at the rate of 1-2%. The site is not located in a flood plain area.

9. Location of nearest dwelling and water supply well: The nearest dwelling is
approximately 600 feet from the site. However, there is no public water supply well
within 1000 feet of the site.
10. Watershed stream basin information: Unnamed tributary to Taggart Creek
a. Watershed Classification-. C
K River Basinacid Subbasin No.: 030834
PART fl -'DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 10 GPM (Design Capacity)
b. What is the current permitted capacity of the wastewater treatment facility? N/A
C. Actual treatment capacity of the current facility (current design capacity)? N/A
d. Date(s) and construction of existing or substantially constructed wastewater
treatment facilities: N/A
e. Prevalent toxic constituents in wastewater: JP-4 aircraft fuel constituents.
f Pretreatment program (POTWs only): N/A
2. Type of treatment (specify whether proposed or existing):
The proposed treatment system will consist of air stripping and carbon adsorption.
5. Sludge handling and disposal scheme.- According to applicant, spent granular activated
carbon will be properly manifested and handled as per North Carolina State Guidelines.
6. Treatment plant classification: Class I (based on proposed facilities.)
7. SIC Code(s): 9711
primary- 66 Secondary:
Main Treatment Unit Code: 5500
PART III - OTHER PERTINENT INFORMATION
I. Is this facility being constructed with Construction Grant Funds (municipals only)? N/A
1 Special monitoring requests: <Toxicity may need to be limited/monitored due to the nature
of such discharges.
3. Important SOC, JOC or compliance Schedule dated: (please indicate)? N/A

Uternative Analysis Evaluation: Has the facility evaluated all of the non -discharge
)ptions available. Please provide regional perspective for each option evaluated.
spray irrigation: This option has been evaluated and found not to be an alternative due to
invited space.
I onnection to regional Sewer System: The Charlotte Mecklenburg Utilities denied the
equest to discharge into the sanitary sewer system.
mbsurface disposal: This option has been evaluated and found not to be an alternative
lue soil type and poor infiltration factor.
lump and Hall: This option has been evaluated and found not to be an alternative since
he total monthly cost would be around $79,500.00.
that may impact water quality, air quality, or groundwater? Contaminated groundw
already exists at the site. An air quality permit for this facility may be required Iron
Mecklenburg County.
Other Special Items:
�T IV - EVALUATION AND RECOMMENDATIONS
'XT--I- i'-r - 1:-- 'kT-4,:---1 /-"_-,-A - r A-1--- --f r�,r fb,,
contaminated groundwater at their base located at the Charlotte Douglas Airport former. The
contaminated groundwater was allegedly caused by leaking underground gasoline taa-,s. The
proposed interim remediation is to minimize the migration of the contaminated groundwater to
potable wells in the area.
Pending review and approval by the Western NPDES Program Unit, it is recommended that the permit
be issued as requested
Z
Signature ofl eporfPreparer Date
/ lel
-2
Water Quality Regional Supervisor Date

0� WAT , Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
t Colleen H. Sullins, Director
Division of Water Quality
October 5, 2008
CAPTAIN SAM EL INGRAM
145 r" AIRLIFT WING NC AIR NATIONAL GUARD
930 MINUTEMAN WAY
CHARLOTTE NC 28208
Subject Acknowledgement of New Permit Application
PermitPermit# NCG510526
Facility. 14 T11 Airlift Wi ng, NC Air National Guard
Mecklenburg County
Dear Captain Ingram:
The Division of Water Quality NPDES acknowledges receipt of your permit application, with the check payment
and supportingmaterials on October 3, 2008. This application package has been assigned the number listed above
d will be reviewed by Vanessa Manuel. By copy of this letter, we are also requesting a Staff Report from;
the Mooresville Regional Office.
The reviewer will perform a detailed review and contact you with a request for additional information if
necessary. To ensure the maximum efficiency in processing permit applications, the Division requests your
assistance in providing a timely and complete response to any additional information requests.
Please note at this time, processing permit applications can take as long as 60 0 clays after receipt of a complete
application. To check on the status of an application, please visit
It ://h o.enr.state.nc uslF irris/Rc orts/re ort Pere its.htrrt1.
If you have any questions, please contact Vanessa.. Manuel at 919-807-6392, or viae-mail at
Vanes a.rnaciu l@ncr ail.net, if the reviewer is unavailable, you may leave a message, and they will respond
promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincerely,
Laurie Singleton
NPDES Point Source Branch
cc Central File Water -
olloeffaft
Helen P. Corley, L.C7., AN1E earth l✓nviron'l, Inc l01 W. Friendly Ave., Ste 60, Greensboro, NC 27401
NPDES Unit File NCG510526
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
NQrtharolin 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
a ilrallY Telephone [phone] Fax [phone]% recycledllti% post -consumer paper

pppppp�
ameo
November 6, 2006
NPDES Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 2700-1617
RE: Permit Application — Resubm iffall N 0526
145 th Airlift Wing, Charlotte ANG, North Carolina
AEC Project Number: 27220103
Dear NPDES Division:
AMEC Earth & Environmental, Inc. (AMEC) is resubmitting two hard copy applications and one
attachment for the NPDES General Permit application that was originally submitted to your
office on October 3, 2006. AMEC has been authorized by Captain Ingram of the 145th Airlift
Wing, Charlotte Air National Guard in Charlotte, North Carolina to submit these documents for
your review. The two copies of the application were returned from your Division by Certified
Mail with a letter of explanation to Captain Ingram dated October 30, 2008. These two complete
resubmitted applications have been changed in the following manner: inclusion of a new cover
letter explaining the re -submittal; removal of the non -applicable Short Farm ; and addition of
another Engineering Alternative.
AMEC understands that the mason for the returned NPDES General Permit application was the
incorrect inclusion of the Short Form C, which referenced solvents and JP-4 components as
expected in the groundwater to be recovered. While a few solvent related compounds have
been found at low levels at other areas of the Site, the area of the groundwater plume to be
intercepted by the recovery wells just includes JP-4 compounds as supported by the analytical
laboratory report in the Appendices.
The third copy of this NPDES General Permit application was forwarded from your Division to
the Mooresville Regional Office (MRCS). Thus the additional copy of this letter with attachment
herein, should be forwarded to MRO for their continued processing of this permit application.
It is important for the NPDES Division reviewer and supervisor to be aware that the groundwater
remediation system associated with this permit application is proceeding as a Time Critical
Removal Action (TC ). A TCRA is a CERCLA process that expedites remediation at Sites
where risk to human health or the environment is significant and/or impending. At this Site the
toe of the groundwater plume is within a few feet of a drainage pond and ditch. Initiating ;
hydrauliccontrol on the toe of the plume is very important. At this date, the recovery wells are
installed, the treatment compound is built, utility trenches are in place and plumbing is
underway. The system will be ready for commencement at the end of November and AMEC will
await NPDES permit approval.
Earth & Environmental, Inc.
101 W. Friendly Avenue, Suite 603
Greensboro, North Carolina 27401
www.amec.com

PPPWNovember , 20Ca$
NPDES Permits Unit
General Permit Application Resubmission ameo
AMEC looks forward to working with your Division toward the successful and expeditious
execution of this permit application. If you have any questions or concerns, please ego contact
me directly in my office at 704-89 -1344 or on my mobile at 704-236-3494.
Sincerely,
AMIC Earth & Environmental, Inc.
4JLL,' . ida�+
Helen P. Corley, L.G.
Senior Project Manager and Associate Hydrogeologist
[e-mail] amec.co

FOR AGENCY USE ON[ N
Da
Date Reeeived
, Q� car Month
*&REilh$,Ion of Wateraater Quality Section I'll 'C� I 1"
1K Ceti fficaite of Covera e
National Pollutant Discharge Elimination System 3- 1
NCDENCheck Amount
K 4
NZr' 0,Ao,­ DeMRT.EW 01-
EwRO.MENI �No NATuRAL PcsouRcEs NCG510000 Penint Assiored to
3
NOTICE OF INTA"T' otedon
National Pollutant Discharge Elimination System application for coverage 6der--General Permit
NCG510000 and Authorization to Construct groundwater remediation projects designed to treat
petroleum -contaminated groundwater.
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Company Name: 145 th Airlift Wing, North Carolina Air National Guard
Company Contact: Captain Samuel Ingram
Street Address, 4930 Minuteman Wav
City: Charlotte State: NC ZIP Code" 28208
Telephone No.: 704- 391-4327 Fax:
Hof— G 50— ZW
With a co ov to: Helen Corpy, Associate Hydrogeologist, AMEC Earth & Environmental 101 West Friendly
Ave. Suite 601, Greensboro, NC 27401, direct tel — 704-892-1344
2) Location of facility producing discharge:
Facility Name: 145th Airlift Wing, North Carolina Air National Guard
Facility Contact, Captain Samuel Inararn
Street Address'. 4930 Minuteman Wav
City: Charlotte State: NC ZIP Code: 28208
County: mggkLentgig
Telephone No.: 704- 391-4327 Fax:
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers,
Minuteman Way, See attached Figure 1.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required
to be submitted with this application.)
4) This NPDES permit application applies to which of the following:
0 New or Proposed
Does the facility have an approved CAP? Rl Yes El No
If yes, date approve& August 14, 2008
If no, please contact the Regional Office Groundwater Section to determine the status of CAP
approval and/or authorization to proceed if immediate remediation is recommended.
Regional Office contact person'. Beth Hartzell, FRB, Supprfund Section, DWM, Raleigh
Site Ranking (A - E),.Not Assigned GW incident* 1360
11 Modification
Please describe the modification:
Page 1 of 4 04/05

NCG510000 N.O.I.
0 Renewal
Please specify existing permit number and original issue date:
5) acres this facility have any other NPDEE permits? 0 Yes 0 No
If yes, list the permit numbers for all current NPDES permits for this facility: W1031011 70000981
6) Description of discharge.
a) Is the discharge directly to the receiving water? Cl Yes C1 No
If no submit a site map with the pathway to the potential receiving waters clearly marked.
b) Number of discharge points (ditches, pipes, etc. that convey wastewater from the property): Three
- site draina e Dond dischar es to a -named tributary of Taaaart Creek and theq_lgjaqgart
Creek.
c) Volume of discharge per each discharge point (in GPD): Max = 14,440 GPD Expected = 8,640 GPD
7) Discharge frequency;
a) The discharge is: 0 Continuous © Intermittent
If the discharge is intermittent, describe when the discharge will occur.
b) What is the source(s) of contamination (i.e. gasoline, diesel, solvents, etc.)?: JP-4 aircraft fuel
constituents
General permits may be obtained for gasoline and/or heavy fuel contamination. An individual Permit
aoDfication must be submitted for sites contaminated with other constituents such as solvents and Desticides,
c) is free product present? ❑Yes ® No
If yes, a product storage tank and an oil/water;separator are required. Free product is defined as any
measurable accumulation of 1/8" or more in a well or floating on surface water.
8) Treatment system components:
Please note: Final design specifications for the actual system that will be installed moist be
included in this section. do not submit this application if only bid specifications are known.
Check all of the following that apply:
CI it/Water Separator El Air Stripper 0 Carbon Adsorption 0 Filters
13 tither:
a) If an Coil Ater separator is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM): NIA
ii) ;Volume of unit (gal): NIA
iii) Detention time (min): NIA,"
iv) Free product disposal method: N/A
b) If an air stripper is present, please provide the following information:
i) Rated flow capacity of the unit (in GPM): Maximum flow = 10 gpM; Expected flow pm
ii) Air provided for stripping (in CFM): approximately 400 CFM
iii) Air to Water ratio: Maximum flow = 300j ` Expected flow = 00 1
iv) Number of trays (if applicable): Not applicable — System is four spargino tanks in series
(Removal efficiencies for all chemicals of concern should be included in this submittal.
Efficiencies should be expressed as a percentage, i e. 98% or 0.98)
Page 2 of 4 04t05

NCG510000 N.O.I.
approval was received from the appropriate landowners and/or agencies must be provided prier to
issuance of the permit.
d)', If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (or firm) submitting the application has
been designated an authorized representative of the applicant.
a) Final plans for the treatment system (if application is for a new or modified permit). The plane must
be signed and sealed by a North Carolina registered Professional Engineer and stamped -"Final
Design -Not released for construction".
f)Final specifications for all major treatment components (if application is for a new or modified permit).
The specifications must be signed and sealed by a North Carolina registered Professional Engineer
and shall include a narrative description of the treatment system to be constructed.
g) Site map identifying the location of the monitoring wells, the recovery wells, and the treatment system
unit.
h) Analytical monitoring data which sufficiently characterizes the type and concentration of contaminants
on site. This includes a listing of any chemicals found with the maximum observed concentrations
reported. The data provided must be no older than one year prior to the date of this application. At a
minimum, the following parameters must be reported: Benzene, Toluene, Ethylbenzene, Xylene,
Lead, Phenol, MTBE, and 1,2-Dichlorethane. 0
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate. ....
Printed Name of Person Signing. Helen P. Corley, L.G. iCT
Title: Associate Hvdroaeolociist, AMC Earth & Environmental
lq�lt September 30.2008
(Signat re 6fApplicant) (Cate Signed)
North Carolina General Statute 14 -215.6 B (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in; any application,
record, report, plan or ether document filed or required` to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under
Article 21 or regulations of the Environmental Management Commission implementing that Article„ shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six
months, or by both. (18; U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or
imprisonment not more than 5 years, or both, for a similar offense.)
Notice of Intent must be accompanied by a check or money order for $100.00 matte payable to: NCt3ENR
Mail three (3) copies of the entire package to:
NPDES Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Final Checklist
This application will be returned as incomplete unless all of the following' items have been included:
Page 4 of 4 04/05

0 N.O.I.
k for $100.00 made payah
)ENR
ility clearly marked on map
ants
Carolina P.E. (if new or modified permit)
• Thorough responses to items 1-11 can this application
C• Alternatives analysis including present value of costs for all alternatives (costs not included due to technical
and logistical infeasibility described herein}
Nate: The submission of this document does not guarantee the issuance of an NPDES permit.
Page 5 of 4 04/0

NPDES PERMIT APPLICATION - SHORT FORM C - GW
For discharges associated with groundwater treatment facilities. `
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality 1 NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number
If a are completing this form, in computer use the TAB key or the up down arrows to move from one
field the next, To check the boxes, click ,your'. mouse on top of the box. Otherti ise, phase print or type,
1. Cont t Information:
Owner Name 145th Airlift Wing, North Carolina Air National Gurd
Facility Name 145th'Airlift Wing, North Carolina Air National Guard
MailingAddress 4939 Minuteman Way
City Charlotte
Sate / Zip Code C 28293
Telephone Number (70 391-4327
Fax Number
e-mail Address samual.i ram@q;nccharl.ang.af.
2. Location of facility producing dis arge: �
Check here if same as above
Street Address or State Road
-------------
city
State / Zip Code
County
. Operator Information:
Name of the firm, consultant or other tity that operates the acilitry. (Nate that this is not refer ng to the
Operator in Responsible Charge or C)
Name AMECr arch and Environmental
Mailing Address 10 West friendly Ave. S'TE 603
City Greensboro
State / Zip Code NC, 27401
Telephone Number (336)61-5393
Fax Number / 1,7 (336)691-7 69
4. Ownership Status.
Federal/ State Private Public
Page i of 3 \C-G 3/0

NPDES PERMIT APPLICATION - SHORT FORM C - GW
For discharges associated with groundwater treatment facilities.
f**
S. Produc s recovered: {
GasolineEl Diesel fuel � Solvent s � Other JP-4 and, co stit tents
6. Number of parate discharge points.
ClutfallIdenti +cation nuber(s) ,
r,
'r Frequency of cis rgea Continuous ® Intermittent
If intermittent:'
Days per week disch r e occurs: Duration.
I
S. "Treatment System De gn flow Max 14.440 GPD Ex ecte , 640 GPD MGD
9» Name of receiving strea () (Provide a map showing the act location of each outfall, including
latitude and longitude):
F"
Discharge is not directly to ceiving waters. .*
10. Please list all additives to the reatment system, including chemicals or nutrients, that have
the potential to be discharged. `
r`
11. Is this facility located on Indinan country (check cane)
Yes No �
12. Additional Information/
All applicants (including nT, ewals :
A summary of'the most recent analytical results effluent data, if available) containing the
maximum values for each chemical detected
NEW Applicants only:
v Engineering Alternative Analysis
s Description of remediation treatment system compone ts, capacities, and removal efficiency
for detected compounds.
If the treatment system will discharge to a storm sewer, a itten approval from the
municipality responsible for the sewer,
�,'�l st of any chemicals found in detectable amounts at the te, with the maximum observed
.concentration reported for each chemical (the most recent sample mast be collected less
than one year prior to the date of this application) `\
For petroleum -contaminated sites - Analyses for Volatile Orgami \ Compounds (VOC) should
be performed. Analyses for any fuel additives likely to be present ti the site and for phenol
r' and lead should also be performed.
For sites contaminated with solvents or rather contaminants - EPA M hod 24 625
analysis should be performed.
d'
Page 2 of -GW 03/05

For discharges associated with grounds
ant Certification
nowledge and belief such information is true,
P.
r,'�
o Person Si in
a,&, Pob
Applicant
)RT FORM C - GW
treatment facilities.
in the application and that to the
*mplete, and*curate.
ritie
,ate
7y person who knowingly makes any fare
d report, plan, or other document files or
e ;Environmental Management Commission
vingly renders inaccurate any recording or
ied under Article 21 or regulations of the
shall be guilty of a misdemeanor punishable
say aImu tart LU GhLGLU IPZ'.a,vvar, V. ++,y lsaa aaavaxiu a4 six mcTi1t11S, or by bC}tfl. �1� I�.�.C. Section
1001 provides a punishment by a fine of no more tfian $25,000 or imprisonment not more than 5 years, or both,
for a similar offense.)
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}gage 3 of 3 C-GW 03/05

DEPARTMENT OF THE AIR FORCE
HEAD DARTERS, 1 5TH AIRLIFT WING, ANG
CHARLOTTE, NQRTI I CAROLINA
17 Septetnber;.2008
MEMORANDUM TO INDIVIDUALS CONCERNED
SUBJECT: NPDES DESIGNATED AUTHORITY'
FROM; I45T" AIRLIFT WING/ ENVIRONMENTAL OFFICE
1. This letter provides documentation that AMEC Earth &, Environmental, Inc. has been
designated as an authorized representative Ior the 145"' Airlift Wing for the sale purpose
of submitting a NPDES permit for the installation ofa remedial action system for ER
Sitc2.
2. If you should have questions with regard to this designation or the application for the
MPTlFC nlpnzp 4n not hoc tntp in vontact me at 704-391-4327 or via email at
samuel.in r mte ncehar.ang.afmil.
AWW.... atWW-1-1
AM C. INGRAM, CAPT NCANG
Environmental Manager

rJ
C litiLJ%i i AM N
"ll, Sir Roll
n
a n r
a, a
a s t ,
u
.
t
� �`
_i'J.t I J I
:.
CHARLOTTE WEST' QUADRANGLE
i «.t
NORTH CAROLINA, 1993 '
r. 9
�
r 4
N
4t �M
FIGURE f
Site Vicinity Map
NORTH CAROLINA AIR NATIONAL GUAR
14 th AIRLIFT WING.
CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE NORTH CAROLINA _..W....,.. .,.._
x yy r s
t � ,i'. a °^" ... i .." "4� i
t
EART 16 ENVIRONMLN CAL INC;,
ip1 WES1 FF2IENDLw AVE, aUI1L6tl8
y � ;' #� #'�
s
GKGEN3i16)RU NC 274Ctt

ne
��,.� � F t�, r � i �a �, % �. Yrt'>✓.�� a`t�Y a,,, F xti£ � � ry a ,.
i t4O T14 C:Ak OLIN'A AIR NATI0a
BME BOUNDARY
` CHARLOTTE WEST QUADRANGLE
1 t , v ncd r ` NORTH CAROLINA, 1993
<r
TRACE OF SURFACE WATER
. ti FLOW TO TAGGART CREEK
i aa. V o+
Hills
7
+ TRACE OF 7AGGART CREEK
a i
FIGURE 2
Surface Water Drainage
�k
o Taggart Creek
a t "
�.�
NORTH caRcrLtriaAIR NATIONAL ccaaao
tl"NiaRLOTTE_DC7UGin9 NT AIRLIFT Etit3NA1. AIRPORT
CHARLOTTE, NORTH caRffLrran
144
�RQ2Wzaat`rts�nep ENVIRONMENTAL, NC:
Am St. 603
NC;27401

Project
North Carolina Air National Guard (NCANG) - Charlotte - Groundwater Remediation System
Project #
2-762-2010-3
Description:
VOC Removal Rates - Expected Average Conditions with Initial Concentrations
and Expected Flow Rate
Grounwater Anal lost Results - uly 2008 - (All units in ug/L)
Benzene "a Chloroform
f Lhytbenzene
-_PB
Toluene
1,2,4-TMB
1,L5-rtWB
Total VOCS
Lab Mot.
IOA &45 3�96
___PIPE ___LPB __Naph
111 IZ3 11A
21,3
12,8
112
10A
11.8
'Lo��
480
!aefl ID
—77
-7777--
77 r777=
04MW-20
3300
67,2 40 203
22,4
____�632
6
04MW-21
0.09
0� 13 O'S
1,7
0.55
Z97
08RW-02
--y9-90
84,8 790 832
51.2
41.6
422
200
1591
_1002A
--68—RW03
8-78 1 1-2 1 —82
1 6-9 —312 1 1370
—
215
9315
1
249
1 123
325.5
3537 ' 6
=08RW-04
304 1
L 149 219
13.6
26
2-4
54,6
22
29A
820
Average Cons.
1694,42
2-46 16,46
44L23
1 258,20 524,90
7,76
38.73 &80
145.12
69,00
389.18
3199A3
W84%
%
Concentration of VOCs Remaim g after Four Sparging Tanks using per Spa org Tank Removal Rates j%
Remain - 50%
107,16 0.25
171
3.20
26,06 50,44
0-77
3.56
0.92
15,12
7.19
40,54
257,50
Remain - 60%
'13 0,10
070
1,31
10A8 0,66
0,32
146
0.38
6A9
2L94
16,61
1 05A7
Remain - 70%
13,96— 0-03
0-22
0-42
3-38 6-54
010
0,46
0,12
1-96
0-93
525
33.37
Remain - 75%
6,73 o02
0,11
0.20
1�63 3,15
0,05
0,22
Oo6
0,94
0,45
2.53
16.09
Remain - 80%
2,76 0.01
O�04
0,08
OL67 1,29
0,02
0,09
0,02
0,39
018
1,04
659
Remain - 85%
0,87 0.00
001
0,03
021 0,41
001
003
O�01
0,12
0,06
0.33
2�09
lRemain - 90%
1 0,17 0.00
L__2�00
01
0,04 1 0.08 1
0,00
001
(roo 1
0.02
0,01
0,06
041
Concentration of
GAC Loadin Rates er Rem val Rates I%)
Total VOCs Remaining after
Post ST Remainin
50% 257.50 ug/L
s loaded to GAC (50%)
0,01864
lFb—/day,
6.767155
Itil r
Post ST Remaining
(60%) 105A
VOCs loaded to GAC (50%)
0,00759
lblyr
Post ST Remaining
(701/.) 33.37 ug/L
0.00240
%2,771827
d
0,877023
Ibl r
I I '
Post S
uq/L
VOGs loaded to G� �01%
0,00116
±2sy
0 q
0,422W
to] r
W
Post
VOCs loaded to GE_(�O�O/.=
Lb��
0 1 3 ,
0.173239
3 9
to/ r
1
Post ST Remaining
(85%) 2�
VOCs loaded to GAgj� �/6=
___200047
0�00015
jh�
0,054814
b/
I 1 1
Last ST Rennainin2
(90%) OAl ug/L
JVOCs loadeg,19 2A Ok),=
0,00003
Iti/Lay
O�010827
001 08
I Jyr
Iblyr
Constants
Legend
Time to Breakthrough
Both GACs
Single GA
Flow Rate =
6 gpm
n-BB = n-buWbenzne
50% ST Removal Rate =
6472
iglt�
Max GAC adsorption rate (%) 3%
IPB = lsopropylbenzene
60% ST Removal Rate =
1580.2
790,1
days
Mass of Two GAC Vessels 400 Its
Naph = Naphthalene
70% ST Removal Rate =
4994,2
Sparging Tank Removal Rates 50%
n-PB = n-propylbenzene
75% ST Removal Rate =
0355�9
5178,0
do
60%
1,2,4-TMB = 1,2,4-Trimethyibenzene
NOMENAMM
70%
1,3,5-TMB = 1,3,6-TritnetLylbenzene
85% ST Removal Rate =
799063
39953,3
days
75%
901/6 ST Removal Rate =
40452T5
202263.7
days
80%
85%
GAC Breakthrough Analysis -
Expected Case Scenario
90%

Project
North Carolina Air National Guard (NCANG) - Charlofte - Groundwater Remediation System
Project #
2-762-2010-3
Description:
VOC Removal
Rates - Worst Case using
Highest Initial Concentrations and Highest Flow Rate
Grounwater Anal test Results - uly 2008 - (All units in ug/L)
Benzene
n-88 chloroform
21PE
hl��
IPB
h
-PS Toluene
1,2,4-T'MB
3,5-TMB
ci�� Total VOCs
Lab MDL
10.4
6.46 195
11.7
IZ3
11A
21A
IZ8 112
10.4
11A
480
Well ID
777777,
7-7---7-
7r7-r=7
04MW-20
3300
67,2
40
203
22A
3632�6
04MW-21
0,09
OA3
0,5
1,7
0.55
2,97
5-8RW 0-2
3990
84,6
790
832
5T-2 41 �6
422
200
159,
8002.6
08RW-03
878 1
12 1 82
1 69
312
1370
215
93,5
249
123
325�5
3537,
F 08RW-04
=304
149
219
13,6
2A
54�6
?9,4
820
Average Conc.
3199,13
1 1694,42
1646
44,23
258,20
524,90
T76
X
389,18
I .........
9175%
fK
9335%
Concentration of VOCs Remand g
after Four Sparging Tanks
using per Spa ing Tank Re oval Rates I%)
Remain - 50%
249.38
0,75
5.13
5,30 49,38 85.63
1 A7
5,84
2.60
26�38
12,50
-12
99A4
54338
Remain - 60%
10114
0.31
2,10
2,17 2022 35,07
-
060
2,39
1.06
10,80
---K
40,73
222,73
Remain - 70%
32.35'-
0-10
0.66
0,69 6,40 11,10
0.19
0-76
0-34
-342
1 �62
1289
7047
15-59
0-05
U2
0.33 3,09 &35
0,09
0,37
0,16
1,65
0.78
621
3199
Remain - 80%
6.38_
O�02
OA3
0114 1126 2.19
0,04
0,15
O�07
0,68
0.32
Z56
13�92
Remain - 85%
2,02
001
004
0,04 0,40 0�69
0.01
O�05
O�02
O�21
0,10
681
440
lRemain - 90%
1 0.40
0.00
0.01
1 0,01 Oo8 0,14
0.00
0�01
0,00
0,04
0,02
1 0,16
0,87
Concentration of Total VOCs Remaining after F
GAG Loading Rates per Rem vat Rates I%)
Post
8 uq/L
VOCs loaded to GAG (50%� =
0�0653
Ilb)day
238173
Post S
VOCs loaded to GAC (60%) =
Oa267
Ilb/da
E:!Es5::6
Post ST Remaining
(70%)
70,47 uq/L
VOCs loaded to GAG (70%) = '
O�0085
Ilb/day
1 3,0867
Post
0,0041
lb/day
1 1 A886
Post ST Remaining
(80%)
13,92 ug/L
VOCs loaded to G��C �09/.
lb/day
0,6097
Post ST Remaining
(85%)
4.40 ug/L
__2,0017
__��0006
lbld�y
0,1929
jPost ST Remaining �909/b)
0.87 u21L
JVOCs loaded to GAC %)
O�0001
f
010 1
p
Constants
Legend
Time to Breakthrou
--ffo-thGACs
Single
Flow Rate =
10 gmn
n-B8 = n-buWbenzne
am
Max GAG adsotption rate (%)
2%
IPB = lsopropytbenzene
600% ST Removal Rate =
299,3
da s
Mass of Two GAC
Vessels
400 lbs
Naph - Naphthalene
70% ST Removal Rate =
946,0
473.0
d2ys
Sparging Tank Removal Rates
50%
n-P8 = n-propylbenzene
75% ST Removal Rate -
1961,6
-1_?221�da
980.8
days
60%
1,2,4-TMB = 1,2,4-Trimethylt)enzene
80% ST Removal Rate =
---
T789
s�
70%
1,3,5,TMB = 1,3,5-TrimethXlbenzene
85% ST Removal Rate =
15135.8
7567�9
days
751/.
190% ST Removal Rate =
�24��8L-38312A
d!ys
80%
85%
GAC Breakthrough Analysis - Worst Case Scenario
90%

0
CHARLOTTEsm
July 18, 2007
v1s. Helen Corley
Nssociate Hydro -Geologist
%mec Earth & Environmental
101 W. Friendly Ave
wite 603
3reensboro, NC 27401
Subject: Acceptance of Groundwater/Remediation for Unspecified Project
:)ear Ms, Corley,
R A -- -i-. I. A.. An
w w w Z 0. 0
6 w
CON #2

0
OWW%91..�
� I Au
I-LOTTEsm
this letter, please call Michael R. Korzelius (Mike) at 704-391-5166. Thank you tor your cooperation
and I wish you continued luck in your project development.
Sincerely,
Michael R. Korzelius
Environmental Management Division
Charlotte Mecklenburg Utility Department
System Protection Division 5100 Brookshire Blvd, Charlotte, NC 28216 Phone: [phone] Fax: [phone]
Charlotte-Mecklen burg Utilities

C A
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034521 %
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Th I or
CLIENT:
i
NORTH tAROLINA AIR NATIONAL GUARD
145th AIRLIFT
Se
LIME
Earth & tinvirclnmenW
PROJECTIOW
7376 S.W. Durham Road
Portland, O. USIA, 97224
Sop� 2D08 1.030M doug.&Ms
RAM
R
fi=11kDESIGN
I —PR OJ—EC;—T NO-
j
2762201031
P-0007 T-0001
�#LA4�*THAEAAL OVERLAY
C-1

MATCH EXISTING ASPHALT
THICKNESS (4" MINIMUM) -
EXISTING ASPHALT---:

WELL DESIGN BLOWER KO TANK BLOWER BLOWER KO TANK BLOWER
WATER CONDUIT ,.,—FENCE POST 1 #1 2 3 #2 4
QED CAP WITH PORTS ,,,,-STRUT POST
x
1 —7- C, 00 -FENCE RECOVERY
x WELL TO
A AIR
�' 61� PHASE VACUUM BREAK
FENCE POSTTO LIQUID
@0��� GAC
STRUT POST TO 100 4*^A C
0 VESSEL PHASE GAVESSELS
100'
3.00'TO 5.00' AIRIWATER CONDUITS TRANSFER
AIR CONDUIT SPARGE TANK
TYPICAL RECOVERY TANK —7u
WELL PLAN VIEW 1A TO
N "I,
NOT TO SCALE L ST BY-PASS
ST-1 ST-2 -3 ST-4
B
WELL ID TAN
F�'. �T". ',7
STANDAROCASING SCREFNINTERVAL I WELLSUMP
12-" ALPHA ARRAY EF AA.A.A.AA.,
18
4" PVC 08RW-01 W--16
RECOVERY A 08RW-02 10, is, 4'
WELL 08RW-03 T is, 2'
08RW-04 w
I've, 16 2' -- SPARGE TANK GROUP #1 SPARGE TANK GROUP #2 --
3/8- AIR HOSE SUPPLY T BETA ARRAY
08RW-05 61 15, FRONT VIEW OF SPARGE TANK GROUPS AND TRANSFER TANK C
I" WATER DISCHARGE HOSE 08RW-06 6' Is, 4' NOT TO SCALE C-5
1/2"AIR DISCHARGE HOSE 08RW-07 7' 15, 4'
08RW-08 7' 15, 4' 24,0V TOP
�--*--FENCE 1112'-
1/2"BRAIDED PUMP GAMMA ARRAY DISCHARGE FEMALE '4
SUPPORT ROPE 08RW-09 NOT YET INSTALLED HOSE 24,00* 0? SIDE NPT
'4
08RW-10 (FUTURE EXPANSION) DISCHARGE I 0
08RW- I I CONDUIT
08RW-12
SIDDE 00 VIEW - SIDE S
4
RECOVERY WELL NOTES (BACK END) - - - - - - -
NZ7 2' FEMALE NPTTOP— A
1 1/2" FEMALE N
RIP RAP (SET JUST ABOVE 12,00" 3" PT
r— FEMALE NP
HIGH WATER MARK) ---- or -A f-*-6.00- 4f
TERMINAL END OF RECOVERY D 8,00,
VIEW -SIDE C (BOTTOM) 8,W---
UTILITY TRENCH #1 SECTION VI CARO
VIEW VIEW - SIDE A (FRONT END)
QED LONG AP4 les s1d -
FENCE SPARGINGTANK F 0 -
BOTTOM LOADING RECOVERY
UTILITY FITTINGS PLACEMENT
r.
Z s -1x
SUBMERSIBLE PUMP TRENCH#1 FAL
&001 034521
2frOW-0-1
6,00, L
ro
SlIDE
6 '00
CONDUIT zz�- -<--
DAYLIGHTS 2-
FEMALE
WATER C 0 NPT
IVA
0.50
IN SIDE FEMALE
TO A
HILL SLOPE NPT
tool 60WN "'00
400,
TRANSFER TANK /G %*— FINAL DESIGN)
RECOVERY WELL CROSS SECTION /OA TERMINAL END !'EW SIDEA
NOT TO SCALE TYPICAL PLAN VIEW FITTINGS PLACEMENT (FRO T END)
NOT RELEASED FOR CONSTRUCTION
CLIENT, OWN BY., PROJECT DATE
NOR
DO SEPTEMBER 2008 TN CAROLINA AIR NATIONAL GUARD cwosy� PROJECT , NO:
GROUNDWATER REMEDIATION SYSTEM DESIGN
145th AIRLIFT WING Ps 276220103
DATUM: P-0007 T-MI
TITLE REV NO,:
RECOVERY WELL
AMEC Earth & Environmental
7376 S.W. Durham Road
IONU.S.A.PROJECTION:
- AND FIGURE No.
REV D M y ISSUEIREVISDESCRIPTION ENG. JAPPR, Portland, OR. U.S97224 afneco SCALE SPARGING TANK GROUP DESIGN C-5
I I NOT TO SCALE
K:\#MEC' US OFFICES\Dept of Dolenso\Chorlotte NC ANQ\DWG\Syst*rn D"tgn\NPOES Pion S*t\0-5,dwg - 4 - Sep. 20, 2008 92,55por - doug.dwis

UNTREATED TREATED
ELECTRICAL I CONTROL AIR AIR LEGEND
TELEMETRY SYSTEM DISCHARGE DISCHARGE
fewaR TO TO pc PNEUMATIC PULSE COUNTER QUICK
ATMOSPHERE ATMOSPHERE
POWER SOURCE CONTROL PANEL /°` AIR PRESSURE REGULATOR
ELECTRICAL LOAD CENTER MAIN ROWER 200A
IN ENGINE TEST COMPOUND (208VAC, 3PH, 200A) LOAD WIRELESS TELEMETRY SYSTEM EV ELECTRONIC PNEUMATIC CONTROL VALVE
CONSTANT CENTER TOUGH SCREEN
OUTLETS INTERFACE PAt'CJR
E7 HACE CHECK VALVE
GA
CONSTANT i i i I i i BALL VALVE KO MOISTURE
OUTLET i i i i i i TANK KNOCKOUT
i i i i LABCOCK SAMPLE PORT TANK
i TANK T
AN _ TAN
K K EP ELECTRONIC FLOW METER ( REGENERATIVE
AIR SUPPLY i KO
i i i i i O O BLOWER
SWITCH COMPRESSOR i i i i i i ET ELECTRONIC TEMPERATURE METER
COMPRESSED AIR
I EP SUPPLY SYSTEM i i i ILL EP ELECTRONIC PRESSURE GAUGE SUBMERSIBLE
FOR i MECHANICAL PRESSURE GAUGE PUMP
MATIC
SPP
GROUNDWATER Iii
AIR R PUMPS CONTROLLED OUTLET i AIR FLOW METER COMPOUND
TANK i i I i ",
_NP, FLOODLIGHT
PC PC PC PC PC PC PC PC c I IOVAC, 15A, DUPLEX OUTLET
AIR SUPPLY COMPRESSOR i 0 Q 0 SUBMERSIBLE
ELECTRONIC LEVEL SUMP PUMP
R CONTROLLED OUTLET i i i i SENSOR/RELAY WITH AUTOMATIC
SWITCH FLOAT
-•-- AIR SUPPLY COMPRESSOR - _ _ _
_ _ t 147�
EP
VACUUM BREAK VENT i i VACUUM
i I i BREAK
I VENT
GROUNDWATER RECOVERY MANIFOLD EP
6 i i i
LIQUID
PHAS
E
EP EP EP EP GAC
p P P p
GAC
STA ST-2 ST-3 ST-4 (BY-PASS)
LIQUID PHASE
a.aa..awn GAC
AIRAIR AIR AIR I AIR } AIR } AIR AIR }
TRANSFER
TANK
SPP SPP SPP SpP SPP SPP SPP SpP
DIRECT TREATED
( } } } ) DISCHARGE GROUNDWATER
\ f f f ! (BY-PASSp DISCHARGE TO
CONSTANT SURFACE WATER
EX -SITU SPARGING TANK SYSTEM fiUTLET
08RW-01 a6RW-02 asRW-a3 t38RW a4 asF2W-a5 08RW-06 OBRW-07 08RW_08 N, AIA_k&'
ALPHA'ARRAY GROUNDWATER RECOVERY WELL ARRAYS BETAARRA`f
CLIENT: NORTH
�g �a p� �gp p�+ }� }p NATIONAL
y g p y g OWN BY. PROJECT ° "r DATE:
..,.»..-..:..c;._......-....,,.�_�...,�...,�,..,�..i✓CiT(i 4,✓f'1(SWII4f"AIR 9�T#M GUARD
SEP7EMRER 2008
CHK"DBY; L?C? /gip g �g��9g� p p g �+
.... ..,....,.,.. ............,_._._FINj.'.,_,;.....�M.....,.._,,..��,.{-,,...,...,,..�....,m. . , ,.,� t IF\�1:#-T YY�IYV GROU VLiliY T i1. I1 I T �4'A PROJEC7Na:
Lt * PS 278220001
DATUM. 034521
iurlYUl�11M - TITLES REV, NO.:
PROJECTION: d
- AMEC Earth &En Environmental SYSTEM CH � \ \� FIGURE No
7376 S.W. Durham
ameO SCALE:
REV D M Y ISSUE/REVISION DESCRIPTION ENG, APRR. Portland, L1R: U.S.A. 97224 I
NO7 TO SCALE
:\AMEC US OFFICES\Dept of Defonoe\Ohaadiotte NO ANG\DWGj em D tgn\NPDES Pion Sot\C-6,dwg _ _ Sep. 29, 2008 12:53pm - dvug.deavoe

SECTION 01010 (Continued) SECTION 02200 PART 3 EXECUTION
1.06 ORGANIZATIONS, SPECIFICATIONS, CODES (ABBREVIATIONS) EARTHWORK 3.01 EXCAVATION
A. The following standard plans and specifications may be referred to herein: A. Excavation shall be unclassified, and shall include the removal of all material of
PART I GENERAL whatever nature, including pavements, regardless of the manner in which they are
American Association of State Highway and Transportation Officials removed. Excavation may be performed beyond the limit lines shown to suit construction
(AASHTO) 1.01 DESCRIPTION methods, subject to approval by the Engineer.
American Concrete Institute (ACI)
American National Standards Institute (ANSI) This section covers all grading, leveling, ditching, backfilling, trenching, excavation, and B. All pavement (asphalt, concrete, masonry, brick, etc.) removed shall be separated
American Public Works Association Standard Specifications (APWA) other earth moving work required for returning excavation to existing grade and/or as from other materials and disposed of by the contractor. All removed pavement shall be
American Society for Testing of Materials (ASTM) specified herein or by the site development specifications. Finish grading and surfaces of disposed of in an appropriate manner and documented accordingly. No pavement will be
American Water Works Association (AWWA) excavations will be the same as the existing grade at the site prior to this scope of work acceptable for use as backfill material.
National Fire Protection Association (NFPA) unless otherwise specified in the contract documents.
North Carolina Department of Transportation (NCDOT) C. Materials determined by the Engineer to be satisfactory for backfill shall be
Uniform Building Code (UBC) 1.02 RELATED REQUIREMENTS protected from contamination with unsatisfactory material and stock piled in areas selected
Uniform Fire Code (UFC) by the Contractor.
Underwriters Laboratories (UL) A. Section 02145 - Dewatering
Uniform Mechanical code (UMC) B. Section 02210 - Excavation and Backfill D. The Contractor is responsible for any damage resulting from his activities and shall
Uniform Plumbing Code (UPC) C: Section 02209 - Soil;Transportation and Disposal repair or replace any damage at no expense to the Owner or Engineer. Damage to items
include, but Is not limited to, existing or future utilities, wells, subsurface structures,
B. When reference is made to any of the above standard specifications and standard PART 2 PRODUCTS roadways, municipal improvements, aboveground structures or improvements. The
plans, reference is made to the current edition of the noted specifications, unless Contractor will be fully responsible for the proper repair of any damage, as designated by
otherwise noted. 2.01 MATERIALS the Engineer.
C. Where applicable, the work of this contract shall meet the requirements of any of A� Prior to delivery of any material to be used in the work, the Contractor shall advise E. The Contractor will provide any and all appropriate shoring or trench stabilization
the above codes, standards, and specifications. All appropriate local codes and the Engineer of the material source, shall furnish samples for testing if requested by the devices and methods required to comply with all applicable (federal, state, local, etc.)
ordinances by governing agencies will be obeyed. All required fees will be paid by the Engineer, and shall receive the Engineer's approval before using the materials from that health and safety regulations. Failure to comply with these standards will constitute
Contractor unless otherwise noted. source. Any and all materials provided by the Contractor willfully comply with the grounds for immediate cessation of work, as directed by the Engineer at the Engineer's
requirements and specifications outlined by the Engineer or within the contract documents discretion. Work will re commence once compliance with the appropriate regulations is
1.07 SAFETY and any and all appropriate regulatory requirements, <If settlement of the compacted met or exceeded,
backfill causes visible damage to the overlying pavement within the first two years after
A. The Contractor shall be responsible for Safety. The Contractor shall provide completion of this work scope, the Contractor shall be responsible for all necessary repairs F. The Contractor will comply with any additional site development grading,
adequate safeguards, safety devices and protective equipment and take any other needed at no cost to the Owner or Engineer. compaction, and excavation specifications,
actions, or as the Engineer may determine reasonably necessary to protect the life, health
and safety of the public and to protect property in connection with the performance of the B. The approval of any source of supply by the Engineer will not imply that all material 3.02 SPECIAL PROVISIONS
work covered by this contract. If a hazardous condition is detected during this project, the from that source will be accepted. Should material from an approved source fall to
Contractor shall immediately cease operations until the Contractor is in full compliance maintain a quality meeting the requirements of the specifications, that material will be A. In areas of slity/sandy subgrades, where the type of material and wet weather
with 29 CFR 1910.120, and any other appropriate regulations or North Carolina OSHA rejected. conditions could result in serious subgrade disturbance by construction operations the
requirements. The Contractor shall immediately notify the Engineer to evaluate site Engineer may direct the Contractor to place a working blanket of sandy gravel or pit run
conditions and to determine appropriate modifications to the scope of the work. The 2.02 APPLICABLE CODES AND STANDARDS quarry rock to support construction equipment and operations. This does not relieve the
Engineer shall have the right to halt all work on the Site, at no expense to the Engineer or Contractor of their duty as primary safety oversight for their work.
Owner, if the Engineer deems a condition on the site to be unsafe or unacceptable to the SPONSOR NUMBER SUBJECT
progress or work. No work on the Site shall recommence until the unsafe or unacceptable B. Based upon site conditions and restrictions, the Contractor may be required to
condition has been remedied to the Engineer's satisfaction, All confined space entry work ASTMD 75 Methods of Sampling Coarse and Fine Soil and Aggregate, provide and place adequate traffic -rated steel plates to cover excavations/trenches during
shall be done in compliance with all applicable requirements and all associated periods between construction activities. These steel plates shall be required to maintain
documentation shall be provided to the Engineer at the completion of this work, ASTMD 422 Particle -size Analysis of Soils, traffic in the construction zone throughout the term of work or until pavement restoration
has been completed. The security and proper placement, moving, and removal of the
ASTMD 2922 Tests for Density of Sofl and Soil -Aggregate In -Place by Nuclear steel plates will be the sole responsibility of the Contractor and not Considered a change
END OF SECTION Methods(shallow depth). order item. 114111111,f
'k
SEAL,
Z 034521
CLIENT: OWN BY:
NORTH AROLINA AIR NATIONAL GUARD DD SEPTEMBER 2008
A"� CHKO BY: ROUNDWATER REMEDIATION SYSTEM DESIGN PROJECT NO:
-S 145th AIRLIFT WING PS 276220103
DATUM: P-0007 T_W01
TITLE S REV. NO.;
T­ AMEC Earth & Environmental R JECTION: SPECIFICATIONS FIGURE Na.
y ISSUE/REVISION DESCRIPTION ENG, APPR. 7376 S.W. Durham Road ame& LE: G-5
REV D M I Portland, OR, U.S.A. 97224 SCAT
K.\AMEC US OFFICES\Dept of Wense\Chaiiotta NC AW\DW(;\sy*teM 0Wtgn\NP0ES Plan S6t\G-5.dw9 — — — Sep. 29, 2008 11:43om — doug,dcMa

SECTION 02200 (Continued) D. Utility Markers and Tracer Wire: 1. All underground conduits shall have at least two nylon pull ropes installed by the
Plastic tape utility markers shall be provided and placed over all buried piping. Contractor. All pull ropes shall have a minimum tensile strength of 500-pounds. All pull
3.03 TESTING Identification shall be provided on tape, as specified. Electrically conductive tracer wire of ropes shall extend at least three feet outside each end of the conduit.
18-gauge or heavier copper with standard green insulation, or other approved materials,
The Contractor is responsible for compliance with the requirements of this specification. shall be placed in all trenches for the purpose of locating nonmetallic piping networks J� The Contractor Shall provide and install properly sized PVC caps on the ends of all
Tests shall be performed to monitor compliance with this specifications, and shall include installed in adjacent buried trenches. The ends of the tracer wire must be accessible for of the conduit. None of these cap shall be solvent welded to the adjoining pipe.
the following: conducting utility locating work. Approved locations to access the tracer wire include but
are not limited to the GRS compound and terminal ends of the trenches, K. Testing and Approval:
1. Density of soil in -place shall be determined in accordance with ASTM D-2922 or
ASTM D-1 556. E. Galvanized Steel Pressure Piping Piping that is not a conduit (electrical or otherwise) shall be pressure tested to ensure
All aboveground pressurized piping shall consist of appropriate sized threaded galvanized proper installation and tightness, with the exception of perforated drain piping. Testing of
2. Laboratory Maximum Density and Optimum Moisture Content: ASTM D-1557. steel pipe, valves, and fittings (see plans for size), unless otherwise specified in the plans. piping shall conform to Section 318 (b) of UPC. All testing is the responsibility of the
The transition between underground PVC pressurized pipe and the galvanized steel pipe Contractor. The Contractor at no expense to the Owner or Engineer shall replace any.
1 Sampling method to be used shall be in accordance with ASTM D-75. can be made with appropriate flexible pressure hose, if necessary. piping failing the tightness test. The Contractor shall notify the Engineer or the on -site
Environmental Supervisor prior to the start of any tightness testing. The Engineer shall
4. Any work not meeting specifications shall be redone and retested by the Contractor PART 3 EXECUTION approve testing procedures, accuracy, and results, Any pipes not satisfactorily pressure
at his expense, tested or failing the tightness testing shall be repaired by the Contractor at no expense to
A. Dimensions shall be checked at the site and lines and levels shall be established for the Owner. All piping shall be able to handle a minimum of 50 pounds per square inch
the work specified in this section. It is the responsibility of the Contractor to establish (psi) for a minimum of 15 minutes,
END OF SECTION proper elevations in accordance with the plans and specifications. All appropriate levels
and grades shall be maintained.
END OF SECTION
SECTION 02205 B. Piping work shall not be covered or encased before it has been inspected and
approved, Work prematurely enclosed shall be reopened and all damaged work shall be
PIPING NETWORKS restored at the Contractors expense. The Engineer's approval to cover the piping does SECTION 02209
not constitute approval of final piping system, which will need to be pressure testing to
PART GENERAL gain final and complete approval of the piping, as necessary, SOIL TRANSPORTATION AND DISPOSAL
1.01 DESCRIPTION C. Installation of plastic pipe must be done by personnel qualified for the installation of PART I GENERAL
plastic pipe. Install all pipes in accordance with all local ordinances and plumbing codes.
This section covers the furnishing and installation of pipe, pipe fittings, valves, and other Lay pipes true to grade and alignment with unbroken continuity of invert. Clear interior of 1.01 DESCRIPTION
incidental related Items as required for complete piping systems within, to, and from the piping of dirt and other superfluous material as work progresses. It is the responsibility of
Site GRS, as shown on the plans and specified within. the Contractor to remove all materials (dirt, rocks, garbage, etc.) from the pipes prior to This section covers transportation and disposal of soils excavated under this scope of
PAR T2 PRODUCTS final installation, work.
DPiping damaged during installation and backfilling will be replaced or appropriately 1.02 RELATED SECTIONS
2.01 MATERIALS repaired by and at the expense of the Contractor (at no expense to the Owner or
Engineer). A. Section 02200 - Earthwork
A. PVC Pipe:
Pipe, fittings, and valves shall be Schedule 40 or 80, unless otherwise shown, conforming E. All plastic pipe connections shall be installed and cemented in conformance with the B. Section 02210 -Excavation and Backfill
to ASTM D-1 785. Solvent cement: conforming to ASTM F-493-80. manufacturers recommendations. PART 2 EXECUTION
B. Electrical Conduit: F. Where electrical rigid non-metallic conduit is used, threaded rigid metal conduit or 2.01 GENERAL
Electrical conduit shall be at least 1-inch minimum nominal diameter, unless local, state, or threaded steel intermediate metal conduit shall be used for the last two feet of the
federal code or the Engineer requires a greater minimum nominal diameter, All electrical underground run to emergence or to the point of connection to the above ground raceway, A. Soils under this section include soils excavated from the respective trenches or
conduit shall be UL listed, All electrical work must comply with all applicable electrical as required by code or as directed by the Engineer. excavations as shown on the plans, specifications or as directed by the Engineer, Asphalt
codes. Conduit shall conform to electrical code for outdoor and wet environment use, as and concrete pavements removed during soil excavation activities shall be separated from
necessary. G: Where piping extends into GRS compound, or rises above final surface grade, the excavated soils and disposed of separately at a proper facility.
piping will be clearly labeled by its use with a waterproof marker or a removable tag. All
C. Flexible Tubing: piping that extends or rises into a vault or monument must be installed as to not interfere B. Any environmentally contaminated (petroleum hydrocarbons, solvents, heavy
Flexible tubing shall be a minimum of V diameter or as shown on the contract drawings. with the proper operation of the vault or monument in accordance with the manufacturer's metals, etc.) soils encountered during excavation activities must be stockpiled on covered
Flexible tubing shall be polypropylene, nitrile, or equivalent material that is pre -approved requirements. All pipe risers shall extend a minimum vertical length of 24-inches above visqueen at a location apart from clean soils . The Engineer reserves the right to observe
by the Engineer, The maximum working pressure of the tubing shall be more than 90 psi. the final surrounding grade. and screen the excavated soils. Any soils determined by the Engineer to be impacted
shall be properly disposed at a disposal facility permitted for such impacted materials.
H. All pipes shall be placed on an approved bedding material to ensure that significant Soils excavated under this scope of work are not expected to be contaminated,
damage is not incurred after backfill materials have been place and compacted over the
pipes.
fill",
C Aq "'
CLIENT. 101 DO eQ5/"1- :) 0 DATE:
NORTH CAROLINA AIR NATIONAL GUARD SEPTEMBER 2008
AP (5HWDBY,, GROUNDWATER REMEDIATION :PROJECT NO:
Sill"
145th AIRLIFT WING PS PAL111 . 216220103
ir TKAL" 034521 ' P-or,67 T-000i
------ — DATUM: TITLE
EV, NO.:
PROJECTIOW
Ir
14
AMEC Earth & Environmental SPECIFICATION �N%\ \ FIGURE N.,
7376 S.W. Durham Road —
REV D M Y ISSUEIREVISION DESCRIPTION ENG. APPR, Portland, OR. U.S.A.amec* SCALE: 97224 0�
G-6 )4r
K.\AMEO US OFIFICES\Dept of Dofense\Chodotte NC ANG\DWG\sysUm DWi9n\NPDES Plan $et\0-6.dwg — — — Sep. 29, 2008 12:02pm — doug.&Ms

SECTION 02209 (Continued) C. Excavated materials that are found to be environmentally contaminated (impacted 3.02 BEDDING AND BACKFILLING
with petroleum hydrocarbons, solvents, heavy metals, etc - as determined by the
C. Non -impacted excavated soils shall be disposed of at a landfill permitted for such Engineer) shall not be used for backfill or other fill material. A. Backfill shall be constructed to return the finish surface to the grade and elevation of
materials, Non -impacted soils may not be utilized for fill on the site, unless approved by the proposed final development, as specified in the plans. Grading shall conform to the
the site Engineer. The Contractor should not assume that any of the excavated soils will 2.02 APPLICABLE CODES AND STANDARDS surface grade and slope directed by the Contractor.
be approved for backfill material by the Engineer, The Contractor may not utilize any
non -impacted soils for backfill materials in areas requiring pavement restoration. SPONSOR NUMBER SUBJECT B. Material shall be placed so that, when compacted, it forms a homogeneous mass
free from lenses, pockets, streaks, and layers of material differing substantially in texture
D. The Contractor shall conform to all applicable laws, codes, and regulations ASTMD 1557 Test for Moisture -Density Relations of Soils, Using 10 lb. Ammer and and graduation from other fill material, unless directed by the Engineer.
regarding transporting, loading, safety, and use of any and all vehicles associated with the 18-inch Drop.
work under this scope, This shall ►include local and state vehicle loading requirements, APWA Section 301 Trench Excavation, Bedding, and Backfill. C. Backfill material shall be placed in even lifts not exceeding 1 2-Inches (1 -foot) in total
ASTMD 2216 Laboratory Determination of Moisture Content of Soil. depth, Each lift shall be compacted with a trac-hoe mounted hydraulic, vibrating hoe -pack,
END OF SECTION AST MD 2922 Test for Density of Soils and Soil -Aggregate In -Place by Nuclear vibrating plate compactor, or other appropriate compaction equipment, one hundred
Method (shallow depth), percent (100%) coverage with the applicable compaction device on each lift shall be
required, Areas not adequately compacted, as directed by the Engineer, shall be
SECTION 02210 PART 3 EXECUTION compacted again as specified above.
EXCAVATION AND BACKFILL 3.01 GENERAL D� The Owner and Engineer do not guarantee any backfill or bedding materials exist
on -site to satisfactorily complete the work. Imported or selected backfill material that is
PART I GENERAL A. Excavation is unclassified and includes the removal of all materials encountered, required to make up any shortage will be supplied by the Contractor at no additional
regardless of their nature or of the manner in which they are removed. expense to the owner.
1.01 DESCRIPTION
B. Shoring, sheeting, and bulkheading required to prevent caving, to restrict widths of 3.03 TESTING
This section covers excavation and backfill for the groundwater remediatton system (GRS) slopes, or to prevent disturbance detrimental to adjacent areas or to other parts of the
trenches, subsurface electrical utility trenches, and all other excavations, All backfill contract work shall be furnished, placed, and later removed by the contractor. Shoring Tests shall be performed to monitor compliance with the specifications, The Contractor is
material shall be placed in appropriate lifts and compacted. should conform to appropriate specifications and requirements set by the applicable responsible for compliance with these specifications.
federal, state, and local regulations.
1.02 RELATED REQUIREMENTS C. Materials satisfactory for backfill shall be stockpiled and protected from the END OF SECTION
A. Section 02145 - Dewatering elements. The Contractor shall be responsible for maintaining backfill material in a
& Section 02200 - Earthwork condition suitable for backfilling the excavation. The Contractor will also be responsible
CSection 02209 -Soil Transportation and Disposal for stockpiling an adequate quantity and type of backfill material to complete the scope of SECTION 02500
work without any significant delays (as determined by the Engineer) due to backfill material
1 A3 MEASUREMENT shortages, ASPHALT PAVEMENT
Work under this section will be included as part of the bid. This includes all excavation D, The elevations shall be reestablished, within the tolerances specified herein, or set PART GENERAL
and backfill as required to perform the work under these specifications. Supply, to those detailed in the site plans with approved general backfill material. The backfilling
placement, and compaction of excavation backfill material shall be measured by the U.& work shall not impede or damage the proposed final or existing grade for the site, 1.1 Description
ton (I ton = 2,000 lbs.). E. The method of excavation shall not weaken surrounding areas or damage This work consists of construction or reconstruction of asphalt concrete pavement on a
1.04 PAYMENT structures that are completed or under construction. Existing structures and utilities prepared base. The Contractor shall furnish and install the asphalt concrete as shown on
adjacent to excavations shall be protected and supported to prevent settlement. Any the construction plans, replace all asphalt pavement removed under this scope of work,
Payment will be made at the contract price, per linear foot of trench, for the work under damage caused by the Contractor to any structures, utilities, subsurface features (wells, and as directed by the Engineer.
this bid for supply, placement, and compaction of fill in the excavations, piping, etc.), or aboveground features (roadways, parking lots, sidewalks, curbs, etc,) shall
be fixed at the Contractor's expense (no expense to the Owner or Engineer). PART II PRODUCTS
PART 2 PRODUCTS F. The Contractor will be responsible for minimizing any and all disruption to any 2.1 Materials
2.0 MATERIALS landscaped areas that require excavation, The Contractors also understands that some
trenches located in landscaped areas will require excavation to be conducted by hand or Asphalt concrete and liquid asphalt for tack coast shall conform to all applicable NCDOT
A. Engineer's approval ►is required for fill materials as required in Section 02200 - with small trenching units, The Contractor will also be responsible for coordinating the requirements and be approved by the Engineer or Owner.
Earthworic restoration of any disturbed landscaped areas to the conditions prior to construction or to
the satisfaction of the Engineer and Owner. Restoration shall consist of grading and PART III EXECUTION
B. General backfill shall conform to subsection 301 .2.04D of the APWA specifications compacting the trench backfill so settling does not occur and the installation of successful
for class 'D', Pit run or bar run material otherwise directed by the Engineer or specified on grass seed and starter fertilizer. All restoration work shall be completed to the satisfaction 3.1 Preparation
the plans. Boulders may not be placed in backfill unless approved by the Engineer, of the Engineer. A, Abutting edges of existing pavement shall be trimmed with a circular saw or
Asphalt or concrete materials will not be used as backfill material, appropriate asphalt cutting tool, Cuts shall be clean, vertical and shall expose the existing
pavement to the full depth.
tf
G A
CLIENT., OWN BY. DATE:
PROJEcT 'S 4o
NORTH CAROLINA AIR NATIONAL GUARD 00 a SEPTEMBER 2008
CHICO BY: GROUNDWATER REMEDIAT PROJECT NO:
145th AIRLIFT WING PS 276220103
DATUM: P-OW7 T-0001
TITLE REV. NO.:
A
Ot
AMEC Earth & Environmental PROJECTION:
aM& FIGURE No.
7376 S.W. Durham Road SPECIFICATI
SCALE: IK10 E30
REV y ISSUE/REVISION DESCRIPTION ��ENG HAPPR, Portland, OR, U.S,A. 97224 it G-7
K.\AMEC US OFFICES\D"t *f DO--\Cho&ft6 NC AW\M\System D-I9n\NP0ES Plan SOAla-7,dwq - - - Sep 29, 2008 12:12pm - dougdovis 177777n 7, v� 3WE M77 T7

SECTION 02600 (continued) SECTION 15250 B. Install
pipe must be
B. Abutting edges of existing pavement and structures (catch basins, curbs, etc.) shall EQUIPMENT INSTALLATION in accordanc
be painted with liquid asphalt to provide a positive bond between the existing pavement or and other su
structure and the new pavement. PART GENERAL installed and
C. Where asphalt concrete is to be placed on a Portland Cement concrete pavement This section covers the furnishing and installation of complete piping fixtures, equipment, damaged du
or over an existing asphalt surface a uniform tack cost shall be applied. miscellaneous piping, pipe fittings, valves, utilities, and other Incidental related items C. Pipe
related to the installation of the equipment as shown on the construction drawings and Install pre -en
3.2 Placing specified herein. Construction drawings and schematics do not attempt to show all recommend
integral piping and accessories for equipment to be Installed. recommend
A. The asphalt concrete mixture shall be placed on a dry prepared surface when the
surface temperature is ati least 45 degrees Fahrenheit and the air temperature in the 1.1 SubmittalsO Minimum he
shade is 45 degrees or above and rising. Pipe Size
The following submittals shall be submitted to the Engineer prior to the purchase and I inch and s
B. Placement of any mixture during rain or other adverse weather conditions normally installation of and equipment items. 1-1/4 inch to
will not be permitted, except if at the time these adverse conditions occur, proper 3 inches to 6
temperatures exist, the mix has been covered during transit, the foundation is free from A: Manufacturers information and recommendations for equipment installation,
pools or flow or water and all other requirements of these specifications are met and if electrical wiring and requirements, and any required accessories, D, Verfic
approved by the Engineer, centers.
BDescriptive information of equipment anchoring system.
CPavement Smoothness: The finished pavement surface shall be smooth, uniform in E. Testin
texture and conform to the grade, Surface depressions on the finish asphalt surface that C: Descriptive information and drawings detailing piping type, piping sizes, location of Piping (not c
would allow for water to pond shall be removed and replaced by the Contractor at no piping hangers and supports. proper install
additional expense to the Owner or Engineer, UPC. All tes
D. Descriptive information and drawings for the installation, plumbing connection, and test shall be
D. Corrective action: Corrective measures by the Contractor requiring one or more of electrical wiring of each of the instrumentation items listed on the construction drawings. Contractor st
the following actions approved by the Engineer shall be performed on deficient areas: procedures,
PART 11 PRODUCTS shall be axe
I Remove and replace the surface course of asphalt pavement. perforated pi
2. Place an overlay of thickness approved by the Engineer. 2.1 Materials the project a
3. Placement of a Bituminous Surface Treatment over the area. pipes not sat
A. PVC pipe: shall be rep
E. All corrective work shall be completed within ten working days following notification Pipe and fittings shall be Schedule 40 or 80, unless otherwise shown, conforming to
from the Engineer that the pavement does not meet the specified tolerances, unless ASTM D 1785. Solvent Cement: Conforming to ASTM F 493 K R Syste
otherwise directed by the Engineer at not cost to the Owner or Engineer. The Contras
B. Standard Galvanized Steel Pipe: Engineer) as
FAfter completion of the corrective work, if the Engineer finds it is still not satisfactory, Pipe shall be standard schedule 40 galvanized steel, conforming to ASTM A-53, Type E or (GRS). The
the Contractor shall perform additional corrective work on areas that are unsatisfactory to F. Pipe fittings shall be malleable Iron galvanized fittings, schedule 40, conforming to operation. T
the Engineer, Contractor shall be responsible for asphalt pavement repairs for any visible ASTM A-19T equipment a
deterioration or defect of the asphalt for the first two years after project completion, original man
C. Flexible (flex) Fluid Piping: under norma
G, If the total asphalt concrete thickness in any shape Is less than what is required, Flex air piping shall be Herco-Braided clear PVC Tubing (Ryan Heron), GOODYEAR
additional tests will be required to determine the extent of the area not meeting the Flexdrop Hose (GOODYEAR), Kanaflex I OOCL / I OOGR (Kanaflex), or equal pre -approved G. A com
minimum requirement and may be rejected by the Engineer and cause for removal or by the Engineer. Any flexible piping must be approved by the Engineer prior to completion o
correction as determined by the Engineer. The thickness of the asphalt concrete shall at a acquisition. include 9, cc
minimum equal the thickness of the adjoining asphalt concrete or 4-inchs, whichever is to all syste
greater, D. Electrical Conduit: showing (to
Electrical Conduit shall be at least 1-inch nominal diameter minimum. All electrical conduit showing the
3.3 Testing shall be UL listed.
H. The G
A. Compaction required will be 95 percent, ASTM D-1559. PART III EXECUTION valves, carb(
other aboveg
B. In -place density test methods will be in accordance with ASTM D-2922, A. Install equipment in accordance with manufacturer's piping diagrams and by the Engin
instructions, plans and specifications, and the Engineer's direction.
END OF SECTION
CLIENT: OWN BY, PROJECT
DO
NORTH CAROLINA AIR NATIONAL GUARD
" CHWD BY: GRO
"IV
FINAUDES 145th AIRLIFT WING Ps
DATLIK
TITLE
PROJECTI
AMEC Earth & Environmental
7376 S.W. Durham Road 40,Mecl* SCALE:
REV 0 M y ISSUEIREVISION DESCRIPTION Portland, OR, LLS.A. 97224
K\AMEC US 0Ff10ES\D*pt of Defense\ChorwIte NC N4\DWI DW9I ftn S*t\G—&dw9 — — — Sep. 29, 2008 12-32pm — douqAoWs
RS components (pumps, blowers, compressors, control panel, sensors,
n vessels, knockout tank, compressed air tank, shed, blower stands, and all
round components excluding electrical conduits and cables) will be provided
eer.
CARO
�%I� i 1 111111 qii IiIII I �iiii�Ill
77
ICAT

SECTION 15250 (Continued) C, Liquid Tight Flexible Conduit (LFC): Flexible steel conduit shall be full weight D. Two sets of I I OV - I -PH duplex outlets shall be installed at either end of the
interlocking steel, liquid tight, and shall conform to the requirements of FS WW C 566C compound, as directed by the Engineer and be installed on two separate 15A circuits.
L The Contractor will be responsible for providing all of the underground conduits, and UL 360. Conduit shall consist of a flexible galvanized steel core having an extruded Both shall have exterior rated receptacles and housings.
power cable, electrical conduits (aboveground), load center, and all other associated neoprene jacketing, Conduits 1 1/4 inches and smaller in diameter shall contain copper
electrical components to complete the work. The Contractor shall also provide all of the bonding conductor spiral wound between the convolutions. Conduit compound shall be E. One I OOW fluorescent floodlight (outdoor -rated) shall be installed above the GRS
labor, materials, and equipment to construct the GRS Compound concrete pad (with lead free, conductive and ant seize type. Load Center on the adjoining fence post use of an extension will be required to mount it
knockouts) and associated fence and gates. Contractor shall be responsible for at least eight feet up or it can be place on a properly mounted uni-strut type post). The
coordinating the delivery and placement of the materials with the Engineer and Owner, in D. Polyvinyl Chloride Conduit (PVC): PVC conduit shall be Carton PV Dull, Type 40, lights shall be Installed so that it Illuminates the entire interior of the GRS Compound. The
accordance with the plans and specifications and as directed by the Engineer, 90 degree C or approved substitute conforming to UL 651, Conduit shall conform to switch for this light shall be placed adjacent to the man -gate entrance to the GRS
NEMA and NEC standards. The same manufacturer shall produce conduit, fittings and Compound.
END OF SECTION cement. Material must have a tensile strength of 7000 psi at 73.4 degrees F., flexural
strength of 11,000 psi and compressive strength of 8600 psi. F. Electrical power shall be supplied from the existing load center in the Engine Test
Pad area (see plans), This load center reportedly has 208VAC, 3-Phase, 60Hz power and
can provide the GRS Compound with at least a 200A service. Power cables shall be
SECTION 16000 2.3 EMPTY CONDUIT SYSTEMS appropriately sized to transmit a 200A power service to the GRS Compound with minimal
voltage drop.
BASIC ELECTRICAL Empty conduit systems shall consist of, conduits, junction boxes, plates, identification
tags, fittings and support devices. Empty conduits shall be furnished with at least one END OF SECTION
PART GENERAL nylon or polypropylene pull rope having a minimum tensile strength of 500 pounds. Empty
conduit systems shall be demonstrated to be free from debris prior to final acceptance of
1.1 DESCRIPTION the work.
This section covers furnishing and installation of all items required for the basic electrical 2.4 IDENTIFICATION
connections into and out of the GRS Control Panel(s), Load Centers (both source and
GRS Compound), and all electrical components (blowers, outlets, lights, pumps, sensors, A. Underground Utilities Markers:
etc.).
1. Allen Systems, Inc., inert polyethylene plastic ribbon, 6 inches wide by 4.0 mil thick,
1.2 APPLICABLE PUBLICATIONS or equivalent.
Publications listed below form a part of this specification to the extent referenced, The 2. Color code as recommended by American Public Works Association (APWA).
publications are referred to in the text by basic designation only. Safety red for electric power distribution (overlying conduits in Power Trench), Safety alert
orange for telephone, signal, data and cable television. Blue for water (this will apply to
1 National Electrical Code (NEC), latest edition. trenches #1 and #2),
2. National Fire Protection Association (NFPA).
3. National Electrical Manufacturers Association (NEMA). 1 Imprint over entire length of ribbon in permanent black letters, the system
4. National Electrical Contractors Association (NECA), description, selected from manufacturers standard legend, which most accurately
5. American National Standards Institute (ANSI). identifies the subgrade system.
& Institute of Electrical and Electronics Engineers (IEEE).
7. Underwriters Laboratories (UL). 4. Install continuous tape, 6 to 8 inches below finish sub base, for each exterior
underground raceway,
PARTII PRODUCTS 5. Where multiple small lines are buried in a common trench and do not exceed an
overall width of 12 inches, install a single marker, over 12 inch width of lines, install
2.1 RACEWAYS multiple tapes not over 10 inches apart (edge to edge) over the entire group of lines.
& Conduit and conduit fittings, which will be encased in concrete and buried in earth, PART III EXECUTION
shall be not smaller than 3/4 inch; conduit embedded in slabs shall have an inside
diameter not smaller than 3/4 inch. Exposed (aboveground and inside the vault) conduit 3.1 GENERAL INSTALLATION REQUIREMENTS
runs shall be rigid galvanized steel. Conduit shall accommodate the respective wire and
permit either the insertion or removal of wire without injurious abrasion. Conduit shall be A. All items shall be installed rigid, secure, plumbAevel, and aligned with
manufactured under the supervision of the Underwriters' Laboratories factory inspection related/adjoining work.
label service, and each finished length shall bear the official UL label,
B. Anchor bolts and anchorage items shall be furnished as required, Embedded items
B. Rigid Galvanized Steel Conduit (RSC): Rigid galvanized steel conduit shall be shall be checked for correctness of location and detail before concrete is placed.
carbon steel, hot dip galvanized, threaded and shall conform to ANSI C80.1, FS WW C
581 E and UL 6. C. Electrical connections between the electrical components shall be installed in an
organized fashion in accordance with all applicable electrical codes and manufacturer
requirements/recommendations.
N
DATE:
CLIENM By, PROJECT Ss
SEPTEMBER 2008
NORTH CAROLINA AIR NATIONAL GUARD DD
CHWD BY: GROUNDWATER REM DIRT I PROJECT NO:
J
145th AIRLIFT WING PS 276220103
DATUM 224E21 P-0007 T-0001
REV. NO.:
TITLE
AMEC Earth & Environmental PROJECTION:
7376 S.W, Durham Road SPECIFIC I FIGURE No.
SCALE: 1J ,01,AZtL G I
_Tmec I
REV D y ISSUE/REVISION DESCRIPTION LNG. APPR, Portland, OR. U.S.A.U.S.A, 97224 Al
Kt EC US OFFICES\Dept of Defense\Chodotto NC ANG\DWG\Syatern Dmgn\NPDES Plan Set\G-9.dwg — — — Sep. 2% 2008 12*40pm — do%4dovis

Helen Corley
AMEC Earth & Environmental
101 West Friendly Avenue
Suite 603
Greensboro, NC 27401
Report Number. G'185-35
Client Project: ANG Charlotte
Dear Helen Corley,
Enclosed are the results of the analytical services performed under the referenced project. The samples are
certified to meet the requirements of the National Environmental Laboratory Accreditation Conference Standards.
Copies of this report and supporting data will be retained in our files for a period of five years in the event they are
required for future reference. Any samples submitted to our laboratory will be retained for a maximum of thirty
(30) days from the date of this report unless other arrangements are requested.
If there are any questions about the report or services performed during this project, please call Christopher K,
Cornwell at (910) 50-1903. We will be happy to answer any questions or concerns which you may have.
Thank; you for using SGS Environmental Services for your analytical services. We look forward to working with
you again on any additional analytical needs.
Sincerely,
SGS Environmental Services, Inc:
Lori Lockam
for
2008.08.13 10:53:49-04`00'
Project Manager Date
Christopher if Cornwell
Page 1 of 21

List of Reporting Abbreviations
and Data Qualifiers
B = Compound also detected in batch blank
BQL = Below Quantitation Limit (RL or MDL)
DF = Dilution Factor
Dup = Duplicate
D = Detected, but RPD is > 40% between results in dual column method.
E = Estimated concentration, exceeds calibration range.
J = Estimated concentration, below calibration range and above MDL
LCS(D) = Laboratory Control Spike (Duplicate)
MDL = Method Detection Limit
MS(D) = Matrix Spike (Duplicate)
PQL = Practical Quantitation Limit
RL = Reporting Limit
RPD = Relative Percent Difference
mg/kg = milligram per kilogram, ppm, parts per million
ug/kg = micrograms per kilogram, ppb, parts per billion
mg/L = milligram per liter, ppm, parts per million
ug/L = micrograms per liter, ppb, parts per billion
% Rec = Percent Recovery
% soilds = Percent Solids
Special Notes:
1) Metals and mercury samples are digested with a hot block, see the standard
operating procedure document for details.
2) Uncertainty for all reported data is less than or equal to 30 percent.
M134,0306063
Page 2 of 21

Print Date: 8/12/2008
Client Sample ICI: 04MW-20 Collection Date: 31-Jul-08 10:00
Client Project ID: ANG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G18 -356-1A Matrix: WATER
Lab Project ICI: G185-356
Results by 826
Parameter Result RL/CL MDL Units DF Qual Date Analyzed
Acetone BQL 4000 174 UG/L 160 05-Aug-0817:34
Benzene 3300 160 10.4 UG/L 160 05-Aug-0817:34
Bromobenzene BQL 160 8.96 UG/L 160 05-Aug-0817:34
Bromochloromethane BQL 160 162 UG/L 160 05-Aug-08'17:34
Bromodichloromethane BQL 160 12:2 UGIL 160 05-Aug-0817:34
Brooform BQL 160 19:2 UG/L 160 05-Aug-0817:34
Bromomethane BQL 160 21.3 UG/L 160 05-Aug-0817:34
2-Butanone BQL 4000 87.0 UGIL 160 05-Aug-0817:34
n-Butylbenzene BQL 160 17.4 UG/L 160 05-Aug-0817:34
sec-Butylbenzene BQL 160 13.4 UG/L 160 05-Aug-0817:34
tent-Butylbenzene BQL 160 8.00 UGIL 160 05-Aug-0817:34
Carbon disulfide BQL 160 11:0 UG/L 160 05-Aug-08 17:34
Carbon tetrachloride ; BQL 160 119 UGIL 160 05-Aug-08 17:34
Chlorobenzene BQL 160 13.1 UG/L 160 05-Aug-0817:4
Chloroethane BQL 160 17.0 UGIL 160 0-Aug-0817:34
Chloroform BQL 160 12.6 UGIL 160 05-Aug-0817:34
Chloromethane BQL 160 23.4 UGIL 160 05-Aug-0817:34
2-Chlorotoluene BQL 160 15.8 UGIL 160 05-Aug-0817:34
4-Chlorotoluene BQL 160 12.8 U/L 160 05=Aug-0817:34
Dibromochloromethane BQL 160 14.4 UG/L 160 05-Aug-08171,34
1,2-Dibromo-3-chloropropane BQL 800 194 UG/L 160 05-Aug-0817:34
Dibromomethane BQL 160 1&1 Utz/L 160 05-Aug-0817:34
1,2-Dibromoethane (BDB) BQL 160 19.8 LIG/L 160 05-Aug-0817:34
1,2-Dichlorobenzene BQL 160 20.3 UGIL 160 05-Aug-0817:34
1,3-Gichlorobnzene BQL 160 1310 UGIL 160 05-Aug-0817:34
1,4-Dichlorobenzene BQL 160 12.6 UG/L 160 05-Aug-0817: 4
trans-1,4-Dichloro-2-butene BQL 800 101 UG/L 160 05-Aug-0817:34
1,1-Dichloroethane BQL 160 11.8 UGIL 160 05-Aug-0817:34
1,1-Dichloroethene BQL 160 14.2 UG/L 160 05-Aug-0817:34
1,2-Cichloroethane BQL 160 12:6 UG/L 160 05-Aug-0817:34
cis-1 2-Dichloroethene BQL 160 10A UGIL 160 0 -Aug-0817:34
trans- 1, 2-d ichloroethene BQL 160 142 UGIL 160 0 -Aug-0817:34
1,2-Dichloropropane BQL 160 15.0 UG/L 160 05-Auga-0817:34
1,3-Dichloropropane BQL 160 20.3 UG/L 160 05-Aug-0817:34
2,2-Dichloropropane BQL 160 9.44 UG/L 160 05-Aug-0817:34
1,1-Dichloropropene BQL 160 11.5 UG/L 160 05-Aug-0817:34
cis-1,3-Dichloropropene BQL 160 12.2 UGIL 160 05-Aug-0817:34'
trans-1,3-Dichloropropere BQL 160 12.2 UG/L 160 05-Aug-0817:34
Dichlorodifluoromethane BQL 800 15.0 UGIL 160 05-Aug-0817:34
Diisopropyl ether (DIPE) 67..2 160 11.7 UGIL 160 J 05=Aug-08 17:34
Ethylbenzene 40A 160 12.3 UG/L 160 J 05-Aug-0817:34
Hexachlorobutadiene BQL 160 36.5 UG/L 160 05-Aug-0817:34
2-Hexanone BQL 800 115 UG/L 160 05-Aug-0817:34
lodomethane BQL 160 6.72 UG/L 160 05-Aug-0817:34
Isopropylbenzene 203 160 11 A UG/L 160 05-Aug-08 17:34
4-Isopropyltoluene BQL 160 7.68 UGIL 160 05-Aug-0817:34
Page 3 of 21

Print Date: 8/12/2008
Client Sample ID: 04MW-2 Collection Date: 31-Jul-08 10:00
Client Project ID: ANG Charlotte Received Date: 01-Aug-08'
Lab Sample ID: G1 5-356-IA Matrix: WATER
Lab Project ID: G185-356
Results by 8260
Parameter Result RL/GL MDL Units DF Qual Date Analyzed
Methylene chloride BQL 800 15.7 UG/L 160 05-Aug-0817:34
4-Methyl-2-pentanone BQL 800 8&0 UGIL 160 05-Aug-08'17:34 ;
Methyl -tent -butyl ether (MTBE) BQL 160 10.7 UG/L 160 05-Aug-0817:34
Naphthalene BQL 160 21,3 UG/L 160 05-Aug-0817:34
n-Propyl benzene 22.4 160 12.8 UGIL 160 J 05-Aug-08'17:34
Styrene BQL 160 13.6 U /L 160 05-Aug-0817:34,,-
1,1,12-Tetrachloroethane BQL 160 14.4 UG/L 160 05-Aug-0817:34
1,1,22-Tetrachloroethane BQL 160 " 18.4 UG/L 160 05-Aug-08 17:34
Tetrachloroethene BQL 160 11.0 UG/L 160 05-Aug-0817:34
Toluene BQL 160 12.2 UG/L 160 05-Aug-0817:34
1,2,3-Thchlorobenzene BQL 160 30A Ufa/L 160 05-Aug-0817:34
1,2,4-Trichlorobenzene` BQL 160 19;0 UG/L 160 05-Aug-0817:34
Trichloroethene BQL 160 8.64 UG/L 160 05-Aug-0817:34
1,1,1-Trichloroethane BQL 160 8.64- UG/L 160 05-Aug-0817:34
1,1,2-Trichloroethane BQL 160 29.1 UGIL 160 05-Aug-0817:34
Trichlorofluoromethane BQL 160 17.8 UG/L 160 05-Aug-0817:4
1,2,3-Trichloropropane BQL 160 1U U /L 160 05-Aug-0817:34
1,2,4-Trimethylbenzene BQL 160, 10A UG/L 160 05-Aug-0817:34
1,3,5-Tdmethylbenzene BQL 160 11.8 UG/L 160 05-Aug-0817:34
Vinyl chloride BQL 160` 23-8 UGIL 160 05-Aug-08 17:34
m-,p- ylene BQL 320 15.7 UG/L 160 05-Aug-0817:34
o-Xylene BQL 160 ' 10.4 UG/L 160 05-Aug-08 17:34
Surrogates
1,2-Dichloroethane-d4 92 64-140 % 160 05-Aug-0817:34
Toluene-d8 99 82-117 % 160 05-Aug-0817:34
4-Bromofluorobenzene 101 85-115 % 160 05-Aug-0817: 4
Batch Information
Analytical Batch: 8080508 Prep Batch:
Analytical Method: 8260 Prep Method:
Instrument: MSDB Prep Date/Time:
Analyst: MJC Initial Prep Wt./Vol.: 5
Prep Extract Vol: 5
Page 4 of 21

I of
Print Date: 8/12/2008
Client Sample ID: 04MW-21
Collection Date: 31-Jul-0810:30
Client Project ID: ANG Charlotte
Received Date: 01-Aug-08
Lab Sample ID: G185-356-2A
Matrix: WATER
Lab Project ID: G185-356
Results by 8260
Parameter
Result
RUCL
MaL
Units
DF
Qgg
Date Anai�ed
Acetone
BQL
25.0
1.09
UG/L
1
05-Aug-08'15:42
Benzene
0.000
1.00
0.0650
UGIL
I
J
05-Aug-0815:4
Bromobenzene
BQL
1:00
0.0560
UG/L
I
0-Aug-0815:42
Bromochloromethane
BQL
1.00
0.101
UGTL
1
05-Aug-08;15:42
Bromodichloromethane
BQL
1.00
0.0760
UG/L.
1
05-Aug-0815:42
Bromoform
BQL
1.00
0.120
UG/L
1
05-Aug-0815:42
Bromomethane
BQL
1.00
0.133
UG/L
1
05-Aug-0815:42
2-Butanone
BQL
2&0
0.544
UG/L
1
05-Aug-0815:42
n-Butylbenzene
1.09
1.00
0.109
UG/L
1
05-Aug-0815:4
sec-Butylbenzene
1.01
1.00
0.0840
UG/L
1
05-Aug-0815:4
tent-Butylbenzene
0.230
1.00
0.0500
UG/L-
1
J
05-Aug-0 15:4
Carbon disulfide
BQL
1.00
0.0690
U IL
1
05-Aug-0815:4
Carbon tetrachloride
BQL
I:00
0.0870
UG/L
1
05-Aug-08 15:42
Chlorobenzene
BQL
1.00
0.0820
UG/L
1
05-Aug-0815:42
Chloroethane
BQL
1 <00
0.106
UG/L
1
05-Aug-08 15:4
Chloroform
BQL
I.00
0.0790
LIG/L
1
05-Aug-0815:4
Chloromethane
BQL
1.00
0.146
UG/L
I
05-Aug-0815:42
-Chlorotoluene
BQL
1.00
0.0990
UG/L
1
05-Aug-0815:42
4-Chlorotoluene '
BQL
1.00
0.0800
UG/L
1
05-Aug-0815:42
Dibromochloromethane
BQL
1.00
0.0900
UG/L
I
05-Aug-0815:42
1,2-Dibromo-3-chloropropane
BQL
5.00
1.21
UGIL
1
05-Aug-0815:42
Dibromornethane
BQL
1.00
0.113
UG/L
I
05-Aug-0815:4
1,2-Dibromoethane (EDB)
BQL
1.00
0.124
LIG/L
1
05`-Aug-08 15:42
1,2-Dichlorobenzene
BQL
1.00
0.127
UG/L
1
O -Aug-0815:42
1,3-Dichlorobenzene
BQL
I.00
0.0810
UGTL
1
05-Aug-0815:4
1,4-Dichlorobenzene
BQL
1.00
0.0790
UGTL
I
05-Aug-0815A2
trans-1 „4-Dichloro-2-butene
BQL
5.00
0.630
UG/L
1
05-Aug-08 15:4
1,1-Dichloroethane
BQL
1.00
0.0740
UG/L
I
05-Aug-0815:42
1,1-Dchlorcethene
BQL
1.00
0.0890
UGTL
1
05=Aug-0815:42
1,2-Dichloroethane
BQL
1.00
0.0790
UG/L
1
05-Aug-0815:42
cis-12-Dichloroethene
BQL
1.00
0.0650
UG/L
1
05-Aug-0815:42
trans-1,2-dichoroethene
BQL
1.00
0.0890
UG/L
1
05-Aug-0815:42
1,2-Dichloropropane
BQL
1000
0.0940
UGTL
I
05-Aug-0815:42
1,3-Dichloropropane
BQL
1.00
0.127
UG/L
I
05-Aug-0815:42
2,2-Dichloropropane
BQL
1.00
0.0590
UG/L
1
05-Aug-0815:42
1,1-Dichloropropene
BQL
1.00
0.0720
UG/L
1
05-Aug-0815,42
cis-1;3-Dichloropropene
BQL
1.00
0.0760
UG/L
1
05-Aug-0815:42
trans-1,3-Dichloropropene
BQL
1.00
0.0760
UG/L
1
05-Aug-0815:42
Dichlorodifluoromethane
BQL
5.00
0.0940
UG/L
I
05-Aug-0815:42
Diisopropyl ether (DIPS)
0.130
1,00
0.0730
IG/L
1
J
05-Aug-0815:42
Ethylbenzene
BQL
1.00
0.0770
UG/L
I
05-Aug-0815:42
Hexachlorobutadiene
BQL
1.00
0.228
UG/L
1
05-Aug-0815:42
2-Hexanone
BQL
5.00
0.720
UG/L
I
05-Aug-0815:42
lodomethane
BQL
1.00
0:0420
UG/L
1
05-Aug-0815:4
Isopropylbenzene
0.600
1.00
0.0710
UG/L
1
J
05-Aug-0815:42
4-isopropyltoluene
0:160
1.00
0.0480
UGTL
I
J
05-Aug-0815:42
Page 5of2(

Y.
r�
Print Date: 8/12/2008
Client Sample ID: 0MW-21 Collection Date: 31-Jul-08 1030
Client Project ID: ANG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G15-356-2A Matrix: WATER
Lab Project ID: G185-356
Results by 860
Parameter Result RUCL MDL Units DF Qual Date Analyzed ;
Methylene chloride BQL 5.00 0.0980 UGG/L 1 05-Aug-08 15:42
4-Methyl-2-pentanone BQL &00 0.550 UG/L 1 05-Aug-08;15`42
Methyl tert-butyl ether (MTBE) BQL 1,00 0,0670 UG/L 1 05-Aug-08 15:42
Naphthalene 1.70 1,00 0.133 UG/L 1 05-Aug-0815:42
n-Propyl benzene 0.560 1,00 0.0800 UG/L 1 J 05-Aug-08 15:42
Styrene BQL 1.00 0.0850 UG/L 1 05-Aug-08'15:4
1,1,12-Tetrachloroethane BQL 1.00 0.0900 UG/L 1 05-Aug-0815:42
1„1,2,2-Tetrachloroethane BQL 1.00 0,115 U /L 1 05=Aug-0815:42
Tetrachloroethane BQL 1.00 0,0690 UG/L 1 05=Aug-0815:42
Toluene 0,120 1 M 0.0760 UGC/L 1 J 05-Aug-08 15:4
1,2,3-Trichlorobenzene BQL 1.00 0.190 U/L 1 05-Aug-0815:42
1,2,4-Trichlorobenzene BQL 1.00 0.119 UG/L 1 05-Aug-08'15:4
Trichloroethane BQL 1.00 0.0540 UU/L 1 05-Aug-0815:42
1„1,1-Trichloroethane BQL 1.00 0.0540 UGC/L 1 05-Aug-0815:42
1,1,2-Trichloroethane BQL 1.00 0,182 UG/L 1 05-Aug-0815:42
Trichlorofluoromethane BQL 1 M 0.111 UG£L 1 05-Aug-08 15:42
1,2,3-Trichloropropane BQL 1,00 0,120 UG/L 1 05-Aug-0815:42
1,2,4-Trimethylbenzene BQL 1.00 0.0650 UG/L 1 05-Aug-0815:42
1,3,5-Trimethylbenzene BQL 1.00 0.0740 UG£L 1 05-Aug-0815:42
Vinyl chloride BQL 1.00 0.149 UG/L 1 05-Aug-08 15:4
m-,p-Xylene BQL 2.00 0,0980 UG/L 1 05-Aug-0815:42;
o-Xylene 0.140 1.00 0.0650 UG/L 1 J 05-Aug-0815:42
Surrogates
1,2-Dichloroethane-d4 97 64-140 % 1 05-Aug-0815:42
Toluene-d8 106 82-117 % 1 05-Aug-0815:42
4-Bromofluorobenzene 108 85-115 % 1 05-Aug-0815:42
Batch Information
Analytical Batch: 3080508 Prep Batch:
Analytical Method: 8260 Prep Method:
Instrument: MSD3 Prep Daterrime:
Analyst: RSB Initial Prep Wt.Nol.: 5
Prep Extract Vol: '5
Page 6 of 21

Print Date: 8/1212008
Client Sample ID: 08R -2
Collection Date: 31-Jul-08
11:30
Client Project ID: ANG Charlotte
Received Date: 01-Aug-08
Lab Sample ID: G185-356-3A
Matrix: WATER
Lab Project ID: G18 -356
Results by 8260
Parameter
Result
RUCL MDL
Units
DF Qual
Date Analyzed
Acetone
BQL
4000
174
UG/L
160
05-Aug-08`17:03
Benzene
3990
160
10.4
UGIL
160
05-Aug-0817`:03
Bromobenzene
BQL
160
8.96
UGIL
160
05-Aug-0817:03
Bromochloromethane
BQL
160
16,2
UG/L
160
05-Aug-0817:03
Bromodichloromethane
BQL
160
12.2
UG/L
160
05-Aug-0817:03
Bromoform =
BQL
160
19.2
UGIL
160
05-Aug-0817:03
Bromomethane
BQL
160
21.3
UG/L
160
05-Aug-0817:03
2-Butanone
BQL
4000
87.0
UG/L
10
05-Aug-0817:03
n-Butylbenzene
BQL
160
17A '
UGIL
160
05-Aug-08 17:03
sec-Butylbenzene
BQL
160 ;
13A
UGIL
160
05-Aug-0817:03
tert-Butylbenzene
BQL _
160
8.00
UGIL
160
05-Aug-0817:03
Carbon disulfide
BQL
160
11.0
UGIL
160
05-Aug-08 17:03
Carbon tetrachloride
BQL
160
13.9
UG/L
160
0 -Aug-0817:03
Chlorobenzene
BQL
160
13.1
UG/L
160
05-Aug-0817:03
Chloroethane
BQL
160
17.0
UG/L
160
05-Aug-0817:03
Chloroform
BQL
160
12.6
UGIL
160
05'-Aug-08'17:03
Chloromethane
BQL
160
23.4
UGIL
160
05-Aug-0817:03
2-Chlorotolueee
BQL
160
15.8
UGIL
160
05-Aug-0817:03
4-Chlurotoluene
BQL
160
12.8
UG/L
160
05-Aug-0817:03
Dibromochloromethane
BQL
160
14A
UG/L
160
05-Aug-0817:03
1,2-Dbromo-=chloropropane
BQL
800
194
UGIL
160
05-Aug-0817:03+
Dibromomethane
BQL
160
18.1
UGIL
160
05-Aug-0817:03
1,2-Dibromoethane (EDB)
BQL
160
19.8
UG/L
160
05-Aug-08 17:03
1,2-Dchlorobenzene
BQL
160
20.3
UG/L
160
05-Aug-0817:03
1,3-Dichlorobenzene
BQL
160
13.0
UG/L
160
05-Aug-08 7:03'
1,4-Dichlorobenzene
BQL
160
12,6
UGIL
160
05-Aug-0817:03`
trans-1,4-Dichloro-2-butene
BQL
800
101
UGIL
160
05-Aug-0817:03
1,1-Dchloroethane
BQL
160
11.8
UG/L
160
05-Aug-0817:03'
1,1-Dichloroethene
BQL
160
14.2
UGIL
160
05-Aug-0817:03
1,2-Dichloroethane
BQL
160
12.6
UGIL
160
05=Aug-0817:03',
cis-1,-Dichlorcethene
BQL
160
10.A
UG/L
160
05-Aug-0817:03'
trans-1,2-dlchioroethene
BQL
160
14.2
UGIL
160
05-Aug-0817:03
1,2-Dichloropropane
BQL
160
15.0
UGIL
160
05-Aug-0817:03
1,3-Dichloropropane
BQL
160
20.3
UG/L
160
05-Aug-0817:03'
2,2-Dichloropropane
BQL
160
9A4
UG/L
160
05-Aug-0817:03
1,1-Dchloroprpene
BQL
160
11.5
UG/L
160
05-Aug-0817:03
cis- 1,3-Dichloropropene
BQL
160
12.2
UGIL
160
05-Aug-0817:03
trans-1,3-Dichlcropropene
BQL
160
12:2
UG/L
160
05-Aug-0817:03
Dichlorodifluoromethane
BQL
800
15.0
UGIL
160
05-Aug-0817:03
Diisopropyl ether (DIPS)
8C8
160
11.7
UG/L
160 J
05-Aug-08 17:03
Ethylbenzene
790
160
12:3
UG/L
160
05-Aug-0817:03
Hexachlorobutadiene
BQL
160
36.5
UG/L
160
05-Aug-0817:03
2-Hexanone
BQL
800
115
UGIL
160
0-Aug-0817:03
lodomethane
BQL
160
6.72
UG/L
160
05-Aug-0817:03
Isopropylbenzene
832
160
11.4
UG/L
160
05-Aug-0817:03
4-Isopropyltoluene
BQL
160
7.68
UG/L
160
05-Aug-0817:03
Page 7 of 21

I Print Date: 8/12/2008
Client Sample ID: 0RW-2 Collection Date: 31-Jul-0811:50
Client Project ID: ANG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G185-356-3A Matrix: WATER
Lab Project 1D: G185-356
Results by 8260
Parameter Result RUGL MDL Units CF Qual Date Analyzed
Methylene chloride BQL 800 15.7 UG/L 160 05-Aug-08 17:03
4-Methyl-2-pentanone BQL 800 8&0 UG/L 160 05-Aug-0817:03
Methyl -tent -butyl ether (MTBE) BQL 160 10.7 UG/L 1160 05-Aug-08 17:03'
Naphthalene BQL 160 21.3 U/L 160 05=Aug-0817:03
n-Propyl benzene 51.2 160 12.8 UG/L 160 J 05-Aug-08 17:03
Styrene BQL 160 13.6 UG/L 160 05-Aug-08 17:03
1,1,1,2-Tetrachloroethane BQL 160 14A UG/L 160 05-Aug-0817:03
1,1,2,2-Tetrachloroethane BQL 160 18A UG/L 160 05=Aug-0817:03
Tetrachloroethene BQL 160 11.0 UG/L 160 05-Aug-0817:03
Toluene 41.6 160 12.2 UG/L 160 J 05-Aug-0817:03
1,2,3-Trichlorobenzene BQL 160 30A UG/L 160 05-Aug-0817:03
1,2,4-Trichlorobenzene BQL 160 19.0 UG/L 160 05-Aug-0817:03
Trichloroethene BQL 160 8.64 UG/L 160 05-Aug-0817:03
1,1,1-Tdchloroethane BQL 160 8.64 UG/L 160 05-Aug-081'7:0
1,1,2-Trichloroethane BQL 160 29.1 U/L 160 05-Aug-0817:03
Trichlorofluoromethane BQL 160 17.8 U/L 160 05-Aug-0817:03
1,2,3-Trichloropropane BQL 160 19.2 UG/L 160 05-Aug-0817:03
1,2,4-Trimethybenzene 422 160 10A UG/L 160 05-Aug-0817:03
1,3,5-Trimethylbenzene 200 160 11.8 UG/L 160 05-Aug-0817:03
Vinyl chloride BQL 160 23.8 UG/L 160 05-Aug-08 17:03
m-,p-ylene 1260 320" 15.7 UG/L 160 05-Aug-0817:03
o-Xylene 331 160 10A UG/L 160 05-Aug-0817:03
Surrogates
1,2-Dichloroethane-d4 95 64-140 % 160 05-Aug-0817:03
Toluene-d8 104 82-117 % 160 05-Aug-0817:03
4-Bromofluorobenzene 99 85-115 % 160 05-Aug-0817:03
Batch Information
Analytical Batch: 8080508 Prep Batch:
Analytical Method: 860 Prep Method.
Instrument: MSDB Prep Date/Time:
Analyst: MJC Initial Prep Wt./Vol.: 5
Prep Extract Vol: 5
Page 8 of 21

Client Sample ID: 08RW_
Client Project ID: ANG Charlotte
Lab Sample ID: G185-356 4A
Lab Project ID: G15-356
Results by 8260
Parameter
Result
Acetone
BQL
Benzene
878
Bromobenzene
BQL
Bromochloromethane '
BQL
Broodichloromethane
BQL
Bron oform
BQL
Bromomethane
BQL
2-Butanone
BQL
n-Butylbenzene
1:0
sec-utylbenene
BQL
tert-Butylbenzene
BQL
Carbon disulfide
BQL
Carbon tetrachloride
BQL
Chlorobenzene
BQL
Chloroethane
BQL
Chloroform
820
Chloromethane
BQL "
2-Chiorotoluene
BQL
4-Chlorotoluene
BQL
Dibromochloromethane
BQL
1,2-Dibromo--chloropropane
BQL
Dibromomethane
BQL
1,2-Dibromoethane (EDB)
BQL
1,2-Dichlorobenzene
BQL
1,3-Dichlorobenzene
BQL
1,4-aichlorobenzene
BQL
trans-1,4-Dichloro-2-butene
BQL
I,I-Dichloroethane
BQL
1,1-Dichloroethene
BQL
1,2-Dichloroethane
BQL
cis-12-Dichloroethene
BQL
trans-1,2-dichloroethene
BQL
1,2-Dichloropropene
BQL
1,3-Dichloropropane
BQL
2,2-Dichloropropene
BQL
1,1-Dichloropropene
BQL
cis-13-Dichloropropene
BQL
trans-1,3-Dichloropropene
BQL
Dichlorodifluoromethane
BQL
Diisopropyl ether (DIPS)
69.0
Ethylbenzene
312
Hexachlorobutadiene
BQL
2-Hexanone
BQL
lodrmethane
BQL
Isopropylbenzene
1370
4-isopropyltoluene
BQL
Print Date: 8/12/008
Collection Date: 31-Jul-0812
45
Received Date: 01-Aug-08
Matrix: WATER
RLCL
MDL ;
Units
DF Qval
Date Analyzed
1250
54.5
UGIL
50
05-Aug-0816:33
50.0
3.25
UG/L
50
05-Aug-08=16:33
50.0
2.80
UG/L
50
05-Rug-0816:33
50.0
5.05 '-
UGIL
50
05-Aug-08 16:33
50.0
3.80
UG/L
50
0-Aug-0816:33
50.0
6.00
UGIL
50
05-Aug-0816:33
%0
6.65
UG/L '
50
05-Aug-08 16:33
1250
27.2
UGIL
50
05-Aug-08 16:33
%0
5.45
UG/L
50 J
05-Aug-08161-3
50.0
4.20
UG/L
50
05-Aug-0816:33
%0
2.50
UG/L
50
05-Aug-0816:33
50.0
3.45
UGIL
50
0-Aug-0816:33
50.0
4.35
UGIL
50
05-Aug-0816:33
%0
4.I0
UG/L
50
05-Aug-0816:33
%0
5.30
UG/L
50
05-Aug-0816:33
50.0
3,95
UG/L
50
05-Aug-0816:33
%0
7,30
UG/L
50
05-Aug-0816:33
50.0
4,95
UGIL
50
05-Aug-0816:33
%0
4.00
UG/L
50
05=Rug-0816:33
50♦0
4.50
UG/L
50
0 -Aug-0816:33
250
60.5
UG/L
50
05-Aug-0816:33
%0
5.65
UGIL
50
05-Aug-0816:33
%0
6.20
UG/L
50
05-Aug-0816:33
50:0
6.35
UG/L
50
05-Aug-0816:33
%0
4.05
UG/L
50
05-Aug-0816:33
%0
3.95
UG/L
50
05-Aug-0816:33
250
31.5
UG/L
50
05-Aug-0816:33
50:0
3.70
UGIL
50
05-Aug-0816:33
50.0
4.45
UG/L
50
05-Aug-0816:3
%0
195
UG/L
50
05-Aug-0816:33
50.0
3.25
UG/L
50
05-Aug-0816:33
%0
4,45
UG/L
50
05-Aug-0816:33
50:0
4.70
UG/L
50
05-Aug-0816:33
50.0
6.35
UG/L
50
05-Aug-0816:33
50.0
2.95
UG/L
50
05-Aug-0816:33
%0
160
UGIL
50
05-Aug-0816:33
50.0
3.80
UG/L
50
05-Aug-0816:33
50:0
3.80
UG/L
50
05-Aug-0816:33
250
4.70
UG/L
50
05-Aug-0816:33
50.0
165
UG/L
50
05-Aug-0816:33
%0
3.85
UGIL
50
05-Aug-0816:33
%0
1 I A
UG/L
50
05-Aug-0816:33
250
36.0
UG/L
50
05-Aug-0816:33
50.0
2.10
UG/L
50
05-Aug-016:33
%0
155
UG/L
50
05-Aug-0816:33
0.0
2.40
UG/L
50
05-Aug-0816:33
Page 9 of 21'

Print Date: 8/12/2008
Client Sample ID: 08RW-3 Collection Date: 31-Jul-08 12:45
Client Project ID: ANG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G185-356-4A Matrix: WATER
Lab Project ID: G185-356
Results by 8260
Parameter Result ELLQL MQL gunk DF Qgal Date Analyzed
Methylene chloride BQL 250 4.90 UGIL 50 05-Aug-08 16:33
4-Methyl-2-pentanone BQL 250 27.5 UG/L 50 05-Aug-08 16:33
Methyl-tert-butyl ether (MTBE) BQL 50.0 3.35 UG/L 50 05-Aug-08 16:33
Naphthalene 23.6 %0 6.65 UG/L 50 J 05-Aug-08 16:33
n-Propyl benzene 93.5 50,0 4,00 UG/L 50 05-Aug-08 16:33
Styrene BQL 50,0 4,25 UGIL 50 05-Aug-08 16:33
1,1,1,2-Tetrachloroethane BQL 50,0 4,50 UG/L 50 05-Aug-08 16:33
1,1,2,2-Tetrachloroethane BQL 50.0 535 UG/L 50 05-Aug-08 16:33
Tetrachloroethene BQL 50.0 3,45 UGIL 50 05-Aug-08 16:33
Toluene BQL 50.0 3.80 UG/L 50 05-Aug-08 16:33
1,2,3-Trichlorobenzene BQL 50.0 9.50 UG/L 50 05-Aug-08 16:33
1,2,4-Trichlorobenzene BQL %0 5.95 UG/L 50 05-Aug-08 16:33
Trichloroethene BQL 50.0 2.70 UG/L 50 05-Aug-08 16:33
1,1,1-Trichloroethane BQL 50.0 2.70 UG/L 50 05-Aug-08 16:33
1, 1, 2-Trichloroethane BQL %0 9.10 UGIL 50 05-Aug-08 16:33
Trichlorofluoromethane BQL %0 5.55 UGIL 50 05-Aug-08 16:33
1,2,3-Trichloropropane BOL 50:0 6.00 UG/L so 05-Aug-08 16:33
1,2,4-Trimethylbenzene 249 %0 3.25 UG/L 50 05-Aug-08 16:33
1,3,5-Trimethylbenzene 123 %0 330 UG/L 50 05-Aug-08 16:33
Vinyl chloride BQL 50.0 7.45 UG/L 50 05-Aug-08 16:33
m-,p-Xylene 303 100 4.90 UG/L 50 05-Aug-08 16:33
o-Xylene 22.6 50.0 125 UG/L 50 J 05-Aug-08 16:33
Surrogates
1,2-Dichloroethane-d4 96 64-140 % 50 05-Aug-08 16:33
Toluene-d8 105 82-117 % 50 05-Aug-08 16:33
4-Bromofluorobenzene 100 85-115 % 50 05-Aug-08 16:33
Batch Information
Analytical Batch: 8080508 Prep Batch:
Analytical Method: 8260 Prep Method:
Instrument: MSD8 Prep Date/Time'.
Analyst: MJC Initial Prep Wt./Vol.: 5
Prep Extract Vol: 5
Page 10 of 21

Print Date008
Client Sample ID: O$RW-4
Collection Date: 31-Jul-08 13:30
Client Project ID: ANG Charlotte
Received Date:
01-Aug-08
Lab Sample ID: G185-356-A
Matrix: WATER
Lab Project ID: G185-35
Results by 8260
Parameter
Result
RL/GL
MDL
Units
DF Qual
Date Analyzed
Acetone
BQL
500
21.8
UGIL
20
08-Aug-0818:43
Benzene
304
200
1.30
UG/L
20
08-Aug-08'18:4
Bromobenzene
BQL
20,0
1.12
UG/L
20
08-Aug-08-18:43
Bromochloromethane
BQL
20:0
2.02
UG/L
20
08-Aug-0818:43
Bromodichlorbmethane
BQL
20:0
1,52 ;`
UG/L
20
08-Aug-0818:4
Bromoform
BQL
20:0
140
UG/L
20
08-Aug-08.18:4
Bromomethane-
BQL
20.0
2,66
UG/L
20
08-Aug-0818:43
2-Butanone
BQL
500"
10,9 '
UG/L
20
08-Rug-08 18:43
n-Butylbenzee
BQL
20.0
2.18
LIG/L
20
08-Aug-0818:4
sec-Butylbenzene
BOL
20:0
1.68 '
UGIL
20
08-Aug-08 18:43
tent-Butylbenzene
BQL
20.0
1.00
UG/L
20
08-Aug-08"18:4
Carbon disulfide
BQL
20.0
1,38
UGIL
20
08-Aug-08 18:43
Carbon tetrachloride
BQL
MO
1.74
UGIL
20
08-Aug-0818:43
Chlorobenzene
BQL
20.0
1.64
UGIL
20
08-Aug-0818:43
Chloroethane
BQL
200
212
UG/L
20
08-Aug-0818:43
Chloroform
BQL
20.0
1.58
UG/L
20
08-Aug-0818:4
Chloromethane
BQL
20:0
2.92 -
UG/L
20
08-Aug-0818:43
2-Chlorotoluene
BQL
20.0
1,98
UG/L
20
0 -Aug-0818:43
4-Chlorotoluene
BQL
20 0
1,60
UGIL
20
08-Aug-08 18:4
Dibromochloromethane
BQL
20,0
1,80 .
UGIL
20
08-Aug-0818:43
1,2-Dibromo-3-chloropropane
BQL
100
24.2
UGJL
20
08-Aug-0818:4
Dibromomethane
BQL
20.0
2.26
UGIL
20
08-Aug-0818:43
1,2-Dibromoethane ( C B)
BQL
20.0
2.48
UG/L
20
08-Aug-08 18:43'
1,2-Dichlorobenzene
BQL
20.0
2.54
UGIL
20
08-Aug-0818:43
1,3-Dichlorobenzene
BQL
MO
1.62
UGJL
20
08-Aug-08'18:43
1,4-Dichlorobenzene
BQL
20.0
1.58
UG/L
20
0-Aug-0818:4
trans-1,4-Dichloro-2-butene
BQL
100
12.6
UG/L
20
08-Aug-0818:43
1,1-Dichloroethane
BQL
20.0
1A
UGIL
20
08-Aug-0818:43
1,1-Dichloroethene
BQL
20.0
1,78
UG/L
20
08-Aug-0818:43
1,2-Dichloroethane
BQL
20:0
1.58
UGJL
20
08-Aug-0818A
c7is-1,2-Dichloroethene
BQL
20.0
1.30
UG/L
20
08-Aug-0818:43
trans-1,2-dichloroethene
BQL
MO
1,78
UG/L
20
08-Aug-0818:43
1,2-Dichloropropane
BQL
20.0
1.85
UG/L
20
08-Aug-0818:4
1,3-Dichloropropane
BQL
20.0
254
UG/L
20
08-Aug-0818:43
2,2-Dichloropropane
BQL
20,0
1,18
UGIL
20
08-Aug-0818:43
1,1-Dichloropropene
BQL
20.0
1A4
UGIL
20
08-Aug-0818:43
cis-1,3-Dichloropropene
BQL
20,0
1.52
UGIL
20
08-Aug-0818:43
trans-1,3-Dichloropropene
BQL
20:0
1,52
UGIL
20
08-Aug-0818:4
Dichlorodifluoromethane
BQL
100
1,88
UG/L
20
08-Aug-0818:43
Diisopropyl ether (RIPE)
BQL
20,0
1.46
UG/L
20
08-Aug-08 18:43
Ethylbenzene
149
20:0
1.54
UG/L
20
08-Aug-08 18:43
Hexachlorobutadiene
BQL
20.0
4,56
UGIL
20
08-Aug-0818:43
2-Hexanone
BQL
100
14.4
UG/L
20
08-Aug-0818:43
lodomethane
BQL
20.0
0:840
UG/L
20
08-Aug-0818:4
Isopropylbenzene
219
20.0
1 A2
UGIL
20
08-Aug-0818:43
4-Isopropyltoluene
9.00
20.0
0,960
UG/L
20 J
08-Aug-0818:43
Page 11 of 21

III I Ii I
Print Date: 8/12/2008
Client Sample ID: 08RW-4 Collection Date: 31-Jul-0813:30
Client Project ID: ANG Charlotte Received Date: 01®Aug-08
Lab Sample ID: G185-356-5A Matrix: WATER
Lab Project ID: G18-356
Results by $260
Parameter Result RLICL MDL Units DF Qua! Date Analyzed
Methylene chloride BQL 100 1.96 UG/L 20 08-Aug-0818A3
4-Methyl-2-pentanone BQL 100 11.0 U/L 20 08-Aug-0818:43
Methyl -tent -butyl ether (MTBE) BQL 20,0 1.34 UG/L 20 08=Aug-08 18:43
Naphthalene 13.6 20,0 2,66 UGIL 20 J 08-Aug-0818:4
n-Propyl benzene 26,0 MO 1.60 UG/L 20 08-Aug-08 18:4
Styrene BQL 20.0 130 UG/L 20 08-Aug-0818:43
1,1,1,2-Tetrachloroethane BQL 20:0 1.80 UG/L 20 08-Aug-0818:43
1,1,22-Tetrachloroethane BQL 20.0 230 UGIL 20 08-Aug-0818:4
Tetrachloroethene BQL 200 1.38 UGIL 20 08-Aug-0818:43
Toluene 2.40 20.0 1.52 UG/L 20 J 08-Aug-0818:43
1,2,3-Trichlorobenzene BQL 20,0 3.80 UG/L 20 08=Aug-0818A
1 „2,4-Trichlorobenzene BQL 20.0 2.38 UG/L 20 08-Aug-08 18:43
Trichloroethe e BQL 20.0 1.08 UGIL 20 08-Aug-0818:43
1,1,1-Trichloroethane BQL 20.0 1.08 UGIL 20 08-Aug-0818:43
1,1,2-Trichloroethane BQL MO 3,64 UG/L 20 08-Aug-08 18:43
Trichlorofluoromethane BQL 20:0 2.22 U/L 20 08-Aug-0818:4
1,2,3-Trichloropropane BQL 20.0 2.40 UG/L 20 08-Aug-0818:43
1,2,4-Trimethylbenzene 54.6 200 1.30 UGIL 20 08-Aug-0818:4
1,3,5-Trimethylbenzene 22.0 20.0 1.48 UG/L 20 08-Aug-0818:43
Vinyl chloride BQL 20.0 2.98 UGIL 20 08-Aug-08 18:4
m-,p- ylene 29.4 40:0 1,96 UG/L 20 J 08-Aug-0818:43
o-Xylene BQL 20:0 1.30 UG/L 20 08-Aug-0818:43
Surrogates
1,2-Dichloroethane-d4 91 64-140 % 20 08-Aug-0818:43
Toluene-d8 101 82-117 % 20 08-Aug-0818:43
4-Bromofluorobenzene 103 85-115 % 20 08-Aug-0818:43
Batch Information
Analytical Batch: 8080808 Prep Batch:
Analytical Method: 8260 Prep Method:
Instrument: >MSDB Prep Date/Time:
Analyst: CLP Initial Prep Wt.Nol.: 5
Prep Extract Vol: 5
Page 12 of 21

Print Date: 8112/2008
Client Sample ID: Trip Blank Collection Date: 31-Jul-08 0:00
Client Project ID: ANG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G15-356-6A Matrix:: WATER
Lab Project ID: G185-355
Results by 8260
Parameter Result R-UCL MDL Units IMF Quai Date Analyzed
Acetone BQL 25.0 1.09 UGIL 1 05-Aug-08-13:05
Benzene BQL 1.00 0,0650 UG/L 1 05-Aug-0813:05
Bromobenzene BQL 1.00 0,0560 UG%L 1 05-Aug-0813:05
Bromochloromethane BQL 1.00 0.101 UGIL 1 05-Aug-0813:0
Bromodichloromethane BQL 1,00 0.0760 UG/L 1 05-Aug-0813:05
Bromoform BQL 1.00 0,120 UG/L 1 05-Aug--0813:05
Bromomethane BQL 1.00 0,133 UGIL 1 05=Aug-08'13:05
2-Butanone BQL 25:0 0.544 UG/L 1 05-Aug-0813:05
n-Butylbenzene BQL 1.00 0.109; UG/L 1 05=Aug-0813:05
sec-Butylbenzene BQL 1.00 0.0843 UG/L 1 05=Aug-0813:05
tert-B6tylbenzene BQL I.00 0.0500 UG/L 1 05-Aug-0813:05
Carbon disulfide BQL I.00 0.0690 UGIL 1 05-Aug-0813:05
Carbon tetrachloride BQL 1,00 0.0870 UG/L 1 05-Aug-08 13:05
Chlorobenzene BQL I;00 0.0820 UG/L 1 05-Aug-0813:05
ChloroethaneBQL I.00 0.106 UGIL 1 05-Aug-0813:05
Chloroform BQL 1,00 0.0790 UGIL 1 05-Aug-0813:05
Chloromethane BQL 1,00 0.146 UG/L- 1 05-Aug-0813:05
2-Chlorotoluene BQL 1.00 0.0990 UGIL 1 05-Aug-0813:05
4-Chlorotoluene BQL I.00 0.0800 UG/L 1 05-Aug-0813:05
Dibromochloromethane BQL 1.00 0,0900 UG/L 1 05-Aug-0813:05
1,2-Dibromo-3-chloropropane BQL 5.00 1,21 UGIL 1 05-Aug-0813,05
Dibrornomethane BQL 1.00 0.113 U /L 1 05-Aug-0813:05
1,2-Dibromoethane (EDB) BQL 1.00 0,124 UG/L 1 05-Aug-08 13:05
1,2-Dichlorobenzene BQL 1.00 0.127 UGfL 1 05-Aug-08 13:05
1,3-Dichlorobenzene BQL 1.00 0.0810 UG/L 1 05-Aug-0813:05
1,4-Dichlorobenzene BQL I.00 0,0790 UG/L 1 05-Aug-0813:05
trans=1,4-Dichloro-2-butene' BQL &00 0.630 UG/L 1 05-Aug-0813:05
1,1-Dichloroethane BQL 1,00 0.0740 UGIL 1 05-Aug-0813:05
1,1-Dichloroethene BQL 1.00 0.0890 UG/L 1 05-Aug-0813:05
1,2-Dichloroethane BQL I.00 0,0790 UG/L „ 1 0 -Aug-0813:05
cis-1 2-Dichloroethene BQL 1.00 0,0650 UG/L 1 05-Aug-08 13:05
trans-1,2-dichloroethene BQL I,00 0,0890 UG/L 1 05-Aug-0813.05
1,2-0ichloropropane BQL 100 0,0940 UG/L 1 05-Aug-0813:05
1,3-Dichloropropane BQL 1.00 0,127 UGIL 1 05-Aug-0813:05
2,2-Dichloropropane BQL 1:00 0.0590 UGIL 1 05-Aug-0813:05
1,1-Dichloropropene BQL 1.00 0.0720 UGIL 1 05-Aug-0813:05
cis-13-Dichloropropene BQL 1:00 0,0760 UG/L 1 05-Aug-0813:05
trans-1,3-Dichloropropene BQL 1.00 0.0760 UGIL 1 05-Aug-0813:05
Dichlorodifluoromethane BQL 5,00 0.0940 UGIL 1 05-Aug-0813:05
Diisopropyl ether (DIPS) BQL 1.00 0.0730 UG/L 1 05-Aug-08 13:05
Ethylbenzene BQL 1,00 0.0770 UGIL 1 05-Aug-0813:05
Hexachlorobutadiene BQL 1,00 0.228 UGIL 1 05-Aug-0813:05
2-Hexanone BQL 5,00 0.720 UGIL 1 05-Aug-0813:05
lodometh ne BQL 1,00 0,0420 UGIL 1 0 -Aug-0813:05
lsopropylbenzene BQL 1,00 0,0710 UG/L 1 05-Aug-0813:05
4-Isppropyltoluene BQL 1,00 0.0480 UG/L 1 05-Aug-0813:05
Page 13 of 21

Print Date: 8/12/2008
Client Sample ID: Trip Blank Collection Date: 31-Jul-08 0:00
Client Project ID: AG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G185-356-6A Matrix: WATER
Lab Project ID: Gi 85-356
Results by 8260
Parameter Result RLKL MDL Units DF Qual Date Analyzed
Methylene chloride 0.530 &00 0.0980 UGIL 1 J 05-Aug-08 13:05
4-Methyl-2-pentanone BQL 5.00 0.550 UG/L 1 05-Aug-08 13:05
Methyl -tent -butyl ether (MTBE) BQL I .00 0.0670 UGIL 1 05-Aug-08 13:05
Naphthalene BQL 1,00 0133 UGIL I 05-Aug-08 13:05
n-Propyl benzene BQL 1,00 0.0800 UG/L 1 05-Aug-08 13:05
Styrene BQL 1 :00 0.0850 UGIL I 05-Aug-08 13:05
1,1,1,2-Tetrachloroethane BQL 1.00 0.0900 UG/L I 05-Aug-08 13:05
1, 1,2,2-Tetrachloroethane BQL 1,00 0115 UG/L 1 05-Aug-08 13:05
Tetrachloroethene BQL I .00 0.0690 UG/L I 05-Aug-08 13:05
Toluene BQL I .00 0.0760 UG/L 1 05-Aug-08 13:05
1,2,3-Trichlorobenzene BQL 1.00 0.190 UGIL I 05-Aug-08 13:05
1,2,4-Trichlorobenzene BQL 1.00 0.119 UG/L I 05-Aug-08 13:05
Trichloroethene BQL 1,00 0.0540 UG/L I 05-Aug-08 13:05
1, 1, 1 -Trichloroethane BQL 1,00 0.0540 UG/L I 05-Aug-08 13:05
1,1,2-Trichloroethane BQL 1.00 0.182 UG/L I 05-Aug-08 13:05
Trichlorofluoromethane BQL 1.00 0.111 UGIL I 05-Aug-08 13:05
1,2,3-Trichloropropane BQL 1,00 0.120 UG/L 1 05-Aug-08 13:05
1,2,4-Trimethylbenzene BQL 1.00 0.0650 UG/L I 05-Aug-08 13:05
1,3,5-Trimethylbenzene BQL 1,00 0.0740 UG/L 1 05-Aug-08 13:05
Vinyl chloride BQL I .00 0.149 UG/L I 05-Aug-08 13:05
m-,p-Xylene BQL 2.00 0,0980 UG/L I 05-Aug-08 13:05
o-Xylene BQL 1 :00 0.0650 UG/L I 05-Aug-08 13:05
Surrogates
1,2-Dichloroethane-d4 100 64-140 % I 05-Aug-08 13:05
Toluene-d8 106 82-117 % I 05-Aug-08 13:05
4-Bromofluorobenzene 102 85-115 % I 05-Aug-08 13:05
Batch Information
Analytical Batch: 3080508 Prep Batch:
Analytical Method: 8260 Prep Method:
Instrument: MSD3 Prep Date/Time:
Analyst: RSB Initial Prep vvt.NoI,: 5
Prep Extract Vol: 5
Page 14 of 21

Print Date: 8/12/2008
Client Sample ID: 04 -2a Collection Date: 31-Jul-0810:00
Client Project ID: ANG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G185-355.11? Matrix: WATER
Lab Project ID: G185-3516
Results by MADEP VPH
Parameter Result RLICL MDL, Units DF Quaff Date Analyzed
C5-C8 Aiiphatics 7280 101 UQIL 20 12-Aug-0812:35
C9-C12 Aliphatics 697 75.5 UQIL 20 12-Aug-08 12:35
C9-Cl0 Aromatics 268 45.1 UQIL 20 12-Aug-08 12:35
Surrogates
BFB-F 963 70-1 0 % 20 12-Aug-0812:35
BFB-F' 90A 70-130 % 20 12-Aug-0 12:35
Batch Information
Analytical Batch: VP081208 Prep Batch: NA
Analytical Method: MADEP VPH Prep Method: 5035
Instrument:'GC4 Prep Date/Time:
Analyst: MJC Initial Prep N.Nol.° 5
Prep Extract Vol:_ 5
Page 15 of 21

i
Print Crate: 8/12/2008
Client Sample ID: 04MW-21 Collection Crate: 31-Jul-08 10 30
Client Project ID: ANG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G185-356-2E Matrix: WATER
Lab Project ID: G185-356
Results by MADEP VPH:
Parameter Resul# RL/CL MDL Units DF gual Date Analyzed
C5-G8 Aliphatics BQL 100 ` UG/L 1 12-Aug-08 10:47
C9-C12 Allphatics BQL 100 UG/L 1 12-Aug-08 10:47
C9-C10 Aromatics 144 100 UG/L 1 12-Aug-08 10:47
Surrogates
BFB-F 101 70-130 % 1 12-Aug-08 10:47
BFB-P 93.9 70.130 % 1 12-Aug-0810:47
Batch Information
Analytical Batch: VP081208 Prep Batch: NA
Analytical Method: MADEP VPN Prep Method: 5035
Instrument: GC4 Prep Date/Time:
Analyst: MJC Initial Prep Wt.Nol.: 5
Prep Extract Vol: 5
Page 16 of 21

Client Sample ID: 08RW-
Client Project ID: ANG Charlotte
Lab Sample ID: G1 5-356-3D
Lab Project ID: G185-356
Results by MADEP VPH
Parameter
Result
C5-C8 Aliphatics
9190
C9-C12 Aliphatics
3670
C9-CIO Aromatics
1490
Surrogates
BFB-F
96A
BFB-P
90.7
Batch Information
Analytical Batch: VP081208
Analytical Method: MADEP VPH
Instrument: GC4
Analyst. MJC
Print Gate: 8/12/2008
Collection Date: 31-Jul-0811>30
Received Date: 01-Rug-08
Matrix: WATER
RUCL
MDL ; Units
DF Qual
Data Analyzed
202
UG/L
40
12-Aug-0813:02
151
UG/L
40
12-Aug-0813:02
9U
UGtL
40
12-Aug-0813:02
70-130
%
40
1 -Aug-0813.02
70-130
%
40
12-Aug-0813:02
Prep Batch: NA
Prep Method: 5035
Prep Date/Time:
Initial Prep Wt./Vol.: 5
Prep Extract Vol: 5
Page 17 of 21

Print Date: 8/12/2008
Client Sample ID: OORW-3 Collection Date: 31-Jul-08 12:45
Client Project ID: ANG Charlotte Received Date: 01-Aug-08
Lab Sample ID: G185-356-4E Matrix: WATER
Lab Project ID: G185-356
Results by MADEP VPH
Parameter Result RUCL MQL !Lnk DF _O ua I Date Analyzed
C5-C8 Aliphatics 6790 100 UG/L 10 12-Aug-08 12:08
C9-C12 Aliphatics 1220 100 UG/L 10 12-Aug-08 12:08
C9-C1 0 Aromatics 1640 100 UG/L 10 12-Aug-08 12:08
Surrogates
BFB-F 96.6 70-130 % 10 12-Aug-08 12:08
BFB-P 93,6 70-130 % 10 12-Aug-08 12.08
Batch Information
Analytical Batch: VP081208 Prep Batch: NA
Analytical Method: MADEP VPH Prep Method: 5035
Instrument: GC4 Prep Date/Time:
Analyst: MJC Initial Prep VVt,Nol.: 5
Prep Extract Vol: 5
Page 18 of 21

Print Date: 8/12/2008
Client Sample ID: 0 RW-4 Collection Date: 31-Jul-0813*30
Client Project ID: ANC Charlotte Received Date: 01-Aug-08
Lab Sample ID: G185-356-5D , Matrix: WATER
Lab Project 11): G185-356
Results by MADEP VPI1
Parameter Result RUC L MDL Units 2F Qggl Date Analyzed
5-C8 Aliphatics 3520 100 UGIL 4 1 '-Aug-08 11:41
C9-C'12 Aliphatics 393 100 UGtL 4 1-Aug-08 11:41
C9-Cl0 Aromatics 331 100 UGIL 4 12-Aug-08 '11:41
Surrogates
BFB-F 102 70-130 % 4 12-Aug-0811:41
BFB-P 97.4 70-130 % 4 12-Aug-0811:41
Batch Information
Analytical Batch: VP081208 Prep Batch: NA
Analytical Method: MADEP VPH Prep Method: 5035
Instrument: GC4 Prep Date/Time:
Analyst: MJC Initial Prep M./Vol.: 5
Prep Extract Vol: 5
Page 19 of 2

Attachment 2
VPH Laboratory Reporting Form
Calibration and QA1QC Information
FID Initial Calibration Date: 07/25/08 PID Initial Calibration Date: 07/25/08
Calibration Ranges and Limits
Mal
(pg/L)
OA75
2.87
OAk
Calibration Concentration Levels
i
if
t E, if I R
C5-C8
Calibration Factor
C9-C12
'Aliphatics
Linear Regression
F77777--
H C -C
9 10
ArOirriatics 1
a I
libration Factor
Calibration Check Date: 08/12/08 Filename: VP081208/002F0101.d
Calibration Check
MOL = Method Detection Limit RPD = Relative Percent Difference
ML = Minimum Limit %RSD = Percent Relative Standard Deviation
RL Reportable Limit CCC = Correlation Coefficient of Curve
Page 20 of 21