NCS000175_MONITORING INFO_20120127

----- STORMWATER`DIVISION"CODING-SHEET- —
PERMIT NO.
DOC TYPE
❑ FINAL PERMIT
�61VIONITORING INFO
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑ �Lot ; O I
YYYYM M DD

.�..� s•oy.»,.. ski ^�` ��
January 27, 2012
Mr. S. Daniel Smith
Surface Water Protection Supervisor
Division of Water Quality
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Subject: Letter Report of Stormwater-Sampling Services
Period 2, Year 3
Veolia ES Technical Solutions
2176 Will Suitt Road
Creedmoor, North. Carolina
EPA ID #: NCD 986 166 338
AMEC Project 6470-11-0303.03
Dear Mr..Smith:
On behalf of Veolia ES Technical Solutions, L.L.C. (Veolia), AMEC Environment
& Infrastructure, Inc. (AMEC) is pleased to submit the enclosed Letter Report of
Stormwater-Sampling Services for your review.
Please call us if you have any questions or need additional information.
Sincerely,
AMEC Environment & Infrastructure, Inc.
_4�ti
Matthew J. Gillis
Staff Scientist II
Enclosure
Letter Report of Stormwater-Sampling Service
Cc: Mr. Jay Beck, Veolia
Correspondence:
AIIAEC Environment & Infrastructure, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel [phone]
Fax [phone]
Ucensure: NC Engineering F-1253
amec.com

ram.
January 27, 2012 az
Mr. Jay Beck
Veolia ES Technical Solutions, LLC BAN 3 j .2012
2176 Will Suitt Road
Creedmoor, North Carolina 27522
NG 0'r-NR :
Subject: Letter Report of Stormwater-Sampling Services
Period 2 of Year 3
Veolia Facility
Creedmoor, North Carolina
AMEC Project 6470-11-0303.03
Dear Mr. Beck:
As authorized by your acceptance of Proposal 11-RAL-003 dated January 10, 2011, AMEC
Environment & Infrastructure, Inc. (AMEC) is pleased to submit this Letter Report of
Stormwater-Sampling Services for the above -referenced site. The objective of our services was
to determine if the quality of stormwater runoff at the site has been adversely affected by daily
operations at the Veolia ES Technical Solutions facility.
Background Information
The subject site is the Veolia facility located at 2176 Will Suitt Road in Creedmoor, North
Carolina (Drawing 1). This facility is a permitted treater/storer/disposer of hazardous waste
under the Resource Conservation and Recovery Act of 1976. The Creedmoor facility receives
pre -packaged wastes from chemical and industrial clients, segregates the wastes based on the
chemical characteristics, and repackages the wastes as necessary for transport to an
appropriate disposal facility. As part of stormwater permit no. NCS000175, Veolia is required to
conduct semi-annual, stormwater-sampling events at each of the three outfalls -- West, Middle
and East -- at the subject site (Drawing 2). AMEC conducted two sampling events in 2009, and
the pH test result for the samples from the East Outfall were outside the National Pollutant
Discharge Elimination System (NPDES) Permit Benchmark range of 6 to 9 standard units.
Therefore, Veolia implemented a Tier Two program, as required by their NPDES permit. AMEC
conducted monthly monitoring of the East Outfall, as required in the Tier Two program. The pH
values of five samples collected monthly from the East Outfall from December 2009 to May
2010 were within the range standard of 6-9, permitted under the benchmark values. On
September 17, 2009, December 9, 2009, and July 6, 2011, pH values were outside of the
benchmark range from the samples collected from the East Outfall. According to the NPDES
Correspondence:
AMEC Environment & Infrastructure, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel [phone]
Fax [phone]
Licensure: NC Engineering F-1253
1
amec.com

Veolia Facility January 27, 2012
AMEC Project 6470-11-0303.03 Page 2
Permit, a fourth pH measurement recorded outside of the benchmark range may require
additional permitting requirements subsequent to notifying the North Carolina Division of Water
Quality. This report presents the results of stormwater samples collected during Period 2 of
Year 3.
Field Activities
On December 21, 2011, Mr. Jay Beck informed AMEC there was potential for a storm event to
occur during the afternoon hours. AMEC arrived on site and awaited the approaching storm.
After the storm had arrived, the rain gauge registered 0.8 inches of rainwater and the flow at the
outfalls was sufficient to collect stormwater samples. AMEC made observations of the
qualitative characteristics shown in Table 4 of Veolia's stormwater permit. Table 1 summarizes
our observations of the qualitative characteristics of the stormwater samples.
AMEC collected stormwater samples from the West, Middle, and East Outfalls (Drawing 2).
AMEC submitted the stormwater samples to Environmental Conservation Laboratories, Inc.
(ENCO) for testing for nitrate/nitrite as N according to EPA Method 353.2, for total Kjeldahl
nitrogen according to EPA Method 351.2, for phosphorus according to EPA Method 365.4, for
total suspended solids (TSS) according to Standard Method 2540D, for oil and grease according
to EPA Method 1664A, and for pH according to Standard Method 4500-H/B. These are the
sampling requirements included in Stormwater Permit No. NCS000175.
Results of the Testing
A summary of the laboratory test results for the West, Middle, and East stormwater samples is
included in Table 2. The laboratory test reports and chain -of -custody records are attached in
Appendix A. The pH values and analyte concentrations for all three stormwater samples were
within the values allowed for the stormwater permit.
Conclusions
The stormwater samples collected during the second sampling event of 2011 did not exhibit
values that are outside the range of benchmark values. AMEC will conduct the sampling event
for Period 1 of Year 4 between February 1, 2012 and July 31, 2012.
This report is intended for the. sole use of Veolia. The contents should not be relied upon by
other parties without the expressed, written consent of Veolia and AMEC.

Veolia Facility
AMEC Project 6470-11-0303.03
January 27, 2012
Page 3
We appreciate the opportunity to provide our services to Veolia. Please contact us if you have any
questions.
Sincerely,
AMEC Environment & Infrastructure, Inc.
Matthew J. Gillis
Staff Scientist II
Ai"S
Jeffre n, P.E.
Chie g ne r
Attachments: Drawings 1 and 2
Tables 1 and 2
Appendix A
' CA.h'O°'.
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e.
CREEDMOOR, NC STEM, NC RTx CAROLINA
NORTH
t'�
2010 2010
NOTE: SITE LOCATION IS APPROXIMATE
CONTOUR INTERVAL 10 FEET &- a
/
/
NATIONAL GEODETIC VERTICAL DATUM OF 1929 !y
AMEC Environment & Infrastructure, Inc.
1000 0 1000 2000
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
TOPOGRAPHIC SITE MAP
DRAWN: C.B.S.
DATE: JANUARY2012
DRAWING
ENG CHECK: w(b
Y-
SCALE: 1 :24000
VEOLIA ES TECHNICAL SOLUTIONS
CREEDMOOR, NORTH CAROLINA
A
I
APPROVAL: W-s(1"
JOB: 6470-11-0303.03

r:\wiv\��\v.w reoin\imxyo IVI� zna aunacv—nata aamynn9pwawin9a\]LLa laanon nan.ap we. 1/ Jan zolz — 9:N m roya.mma
LEGEND
SITE BOUNDARY
CHAIN -LINK FENCE
ivvwv-rv� TREE LINE
180, 0 180'
GRAPHIC SCALE - IN FEET
DRAWN: R.R. DATE: JANUARY2012 DRAWING
���� SITE LOCATION MAP
AMEC Environment &Infrastructure VEOLIA ES TECHNICAL SOLUTIONS ENG CHECK: to j Io SCALE: AS SHOWN
4021 STIRRUP CREEK DRIVE, SUITE 100 CREEDMOOR, NORTH CAROLINA
DURHAM, NORTH CAROLINA APPROVAL: W -�b— JOB No.: 6470-11-0303.03
REFERENCE: SURVEY DATA PROVIDED BY TAYLOR WISEMAN TAYLOR; SITE DRAWING PROVIDED BY VEOLIA; AMEC FIELD NOTES.

Table 1
Veolia Facility
December 21, 2011 Stormwater Sampling Results
Creedmoor, North Carolina
AMEC Project No. 6470-11-0303.03
Brief description of the facility's
stormwater control system, operations and equipment (provided by Veolia):
Stormwater flows from the warehouse roof into the gutters and then to the pavement.
The stormwater is directed to
three outfalls. Once at the outfalls the water flows under the fence and into the stormwater ditch. Any water that
enters the secondary containment trenches (at the ends of storage trailers) is inspected prior to discharge.
Stormwater Observations
Rainfall at time of sampling: 0.8 inches and raining
West Outfall
Middle Outfall
East Outfall
Color
Clear
Faint Light Brown
Faint Light Brown
Odor
None
None
None
Clarity
Clear
Moderate Turbidity
Moderate Turbidity
Floating Solids
Trace Organic Material
Trace Organic Material
Trace Organic Material
Suspended Solids
Trace Organic Material
Trace Organic Material
Trace Organic Material
Foam
None
None
None
Oil Sheen
None
None
None
Erosion or deposition at the
Rock
Rock
Rock
outfall
Other obvious indicators of
None
None
None
stormwater pollution
Prepared by:
P�TL
Date: I - 20 - VD' 'L--
Checked by: w-y— Date:

Table 2
Veolia Facility
December 21, 2011 Stormwater Sampling Results
Creedmoor, North Carolina
AMEC Project No. 6470-11-0303.03
EPA Methods
EPA Method
EPA Method
Standard Method
EPA Method
Analytical Method and Units
353.2/351.2
9040C or SM 4500
365.4
2540D
1664
(mg/L)
H/B (SU)
(mg/L)
(mg/L)
(mg/L) ,
Analyte —.
v
y
N
N
N
o
d
L
c
Sample ID
Sample Date
Z
a
o
'a
a
F-
O
R
0
F-
West Outfall
12/21/2011
0.81
6.8
0.085 J 1
12
<3.00
Middle Outfall
12/21/2011
0.65
7.0
0.080 J
22
3.37 J
East Outfall
12/21/2011
0.89
6.6
0.087 J
21
<3.00
NPDES Permit Benchmark Values
30
� 6=9
� 21
100'
30
Notes
NPDES National Pollutant Discharge Elimination System.
Nitrate/Nitrite as N + Total Kjeldahl Nitrogen = Total Nitrogen.
Bold Concentration exceeds the laboratory Method Detection Limit (MDL).
Concentration exceeds the NPDES Benchmark Values.
J The reported value is between the MDL and the laboratory Reporting Limit (RL).
<# Analyte not detected above the RL.
Prepared by: 04-6
Date: }-io-ZUI-t—
Checked by: tv Date:

Appendix A
Laboratory Test Report and Chain -of -Custody Record

Environmental Conservation Laboratories, Inc.
102-A Woodwinds Industrial Court
Cary NC, 27511
Phone: [phone] FAX: [phone]
Monday, January 9, 2012
AMEC E&I, Inc. (LA010)
Attn: Matthew Gillis
4021 Stirrup Creek Dr, Suite 100
Durham, NC 27703
RE: Laboratory Results for
Project Number: 6470-11-0303, Project Name/Desc: Veolia ES Stormwater Sampling
ENCO Workorder: C115786
Dear Matthew Gillis,
Enclosed is a copy of your laboratory report for test samples received by our laboratory on
Thursday, December 22, 2011.
Unless otherwise noted in an attached project narrative, all samples were received in
acceptable condition and processed in accordance with the referenced methods/procedures.
Results for these procedures apply only to the samples as submitted.
The analytical results contained in this report are in compliance with NELAC standards, except
as noted in the project narrative. This report shall not be reproduced except in full, without
the written approval of the Laboratory.
This report contains only those analyses performed by Environmental Conservation
Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from
outside organizations will be reported under separate cover.
If you have any questions or require further information, please do not hesitate to contact me.
Sincerely,
Chuck Smith
Project Manager
Enclosure(s)
www.encolabs.corn
The total number of pages in this report, including this page is 14.

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SAMPLE SUMMARY/LABORATORY CHRONICLE
Parameter
Hold Date/Time(s)
Prep Date/Time(s)
Analysis Date/Tlme(s)
CALC
09/15/14
01/06/12 08:24
1/6/2012 08:27
EPA 1664A
O1118112
12/28/11 11:30
12,/29/2011 13:24
EPA 351.2
01/18/12
12/28/11 08:20
1/3/2012 13:44
EPA 353.2
01/18/12
01/02/12 13:41
1/2/2012 16:33
EPA 365.4
01/18/12
12/28/11 08:20
1/3/2012 15:23
SM 2540D
12/28/11
12/28/11 08:46
12/28/2011 08:46
SM4500-H/8
12/21/11 16:14
12/22/11 13:50
12/22/2011 13:50
Parameter
.........................................................................................................................................
Hold Date/Time(s)
Prep Date/Time(s)
Analysis Date/ nme(s)
CALC
09/15/14
01/06/12 . 08:24
1/6/2012 08:27
EPA 1664A
01/18/12
12/28/11 11:30
12/29/2011 13:24
EPA 351.2
01/18/12
12/28/11 08:20
1/3/2012 13:46
EPA 353.2
01/18/12
01/02/12 13:44
1/2/2012 16:35
EPA 365.4
01/18/12
12/28/11 08:20
1/3/2012 15:24
SM 2540D
12/28/11
12/29/11 08:46
12/28/2011 08:46
SM4500-H/B
12/21/11 16:44
12/22/11 13:50
12/22/2011 13:50
m.•=�„ ,. ...,.�,... �'sr-rxa r a=-. ,.».r� .:a w:.- a,.. ar—
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Parameter
Hold DateRme(s)
Prep Date/Time(s)
Analysis Date/Time(s)
CALL
09/15/14
01/06/12
08:24
1/6/2012 08:27
EPA 1664A
01/18/12
12/28/11
11:30
12/29/2011 13:24
EPA 351.2
01/18/12
12/28/11
08:20
1/3/2012 13:48
EPA 353.2
01/18/12
01/02/12
13:44
1/2/2012 16:41
EPA 365.4
01/18/12
12/28/11
08:20
1/3/2012 15:25
SM 2540D
12/28/11
12/28/11
08:46
12/28/2011 08:46
SM4500-H/e
12/21/11 16:29
12/22/11
13:50
12/22/2011 13:50
Page 2 of 14

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SAMPLE DETECTION SUMMARY
; - . . -
I
-"rD-qq1ss"�i-
�.ft,7
Analyte
Results
Flag MDL PQL
Units
Method Notes
Nitrate/Nitrite as N
6.on o.-io -- --
--- mg/-L
EP - A 353. - 2
PH
6.6
1.0 1.0
PH Units
SM4500-H/B Q
Phosphorus
0.087
3 0.021 0.10
mg/L
EPA 365.4
Total Kjeldahl Nitrogen
0.81
0.16 0.48
mg/L
EPA 351.2
Total Nitrogen
0.89
0.02 0.10
mg/L
CALC
Ton] Suspended Solids
21
1.0 1.0
mg/L
SM 2540D
MEN,
Analyte
Results
Flag
MDL
PQL
Units
Method Notes
m t-te/Niti-im- �-- N-- - - --------
-0.-088-***
j ---
---- 6.025
-0.-10*
mg/L - --------
EP - A - 353. - 2 ---------- ....
Oil & Grease (HEM)
3.37
3
3.00
5.00
mg/L
EPA 1664A
PH
7.0
1.0
1.0
PH Units
SM4500-H/B Q
Phosphorus
0.080
1
0,021
0.10
mg/L
EPA 365.4
Toni Kjeldahl Nitrogen
0.56
0.16
0.48
mg/L
EPA 351.2
Toni Nitrogen
0.65
0.02
0.10
rr)g/L
CALC
Total Suspended Solos
22
1.0
1.0
mg/L
SM 2540D
4
Analyte
Results Flag
MDL
PQL
Units
Method Notes
Nil t'a- WN itud te- as N --------- -- - - --- ---
OAS --- -- -----
--- 6,625-
-0.16 -----
-- - n;gjL
EPA Eli
pH
6.8
1.0
1.0
pH Units
SM4500-H/B Q
Phosphorus
0.085 3
0.021
0.10
mg/L
EPA 365.4
Total Kjeldahl Nitrogen
0.65
0.16
0.48
mg/L
EPA 351.2
Ton] Nitrogen
0.81
0.02
0.10
mg/L
CALC
Toni Suspended Solids
12
1.0
1.0
mg/L
SM 2540D
Pas,e 3 of 14

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ANALYTICAL RESULTS
Descript[on: East Outfall Lab Sample ID; C115786-01 Received: 12/22/11 12:20
Matrix: Surface Water Sampled: 12/21/11 16:00 Work Order: C115786
Project: Veolia ES Stonnwater Sampling Sampled By: Matthew Gillis
Classical Chemistry Parameters
------------------ --------
^ - ENCO Cary Cer06ed anayfe [NC 591J
Analyte [CAS Numberl
Results Flag
Units
DF
MDL
MRL
Datch
MathQg
Analyzed
$y Notes
Ni"te/Nitrite as N [ECL-0010] ^
0.011) 3
mg/L
I
0.025
0.10
2A02001
EPA 353.2
01/02/12 16:33
co
PH [ECL-0062] ^
6.6
pH Units
I
to
1.0
IU2024
SM4500-H/B
12/2211113:30
KLI Q
Phosphorus [7723-14-0] ^
0.087 3
,gIL
1
0.021
0.10
1L27015
©A 365.4
01/03/12 15:23
CM
Total Kjeldehl Nitrogen [ECL-0162] ^
0.81
mgA
1
0.16
0.48
IU7015
PA 351.2
01/03/1213:M
CCB
Total Nitrogen [17778-88-0]
0.89
mg/L
1
0.02
0.10
2A06002
C LC
01/06/12 08:27
A18
Total Suspended solids [ECL-0169] ^
21
mg/L
I
L0
1.0
IL28001
SM 2540D
12128/110a:46
IOJ'
Page 4 of 14

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Description: Fast Outfall Lab Sample ID: C115786-01 Received: 12/22/11 12:20
Matrix: Surface Water Sampled: 12/21/11 16:00 Work Order: C115786
Project: Veolia ES Stonnwater Sampling Sampled By: Matthew Gillis
Class[cal Chemistry Parameters
------- ----- ----- --- --- -----
A - fNCO Jacksorrvil/e Cerdficd analyte[NC 4421
Analyte rCASNumberl Results Flaa units 2 MDL MRS Batch Method aAn Ivzetl 1y Notes
Oil & Grease (HEM) [C-0007] ^ 3.00 u mg1L 1 3.00 5.00 1=024 EPA 1664A 12/29/11 13:24 WF
This report reWtes only tone sample as recei by the laboatory and may only be reproduce] in full.
Page 5 of 14

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Description: Middle Outfall
Matrix: Surface Water
Project: Veolia ES Stonnwater Sampling
Lab Sample ID: C115786-02
Sampled: 12/21/11 16:30
Sampled By: Matthew Gillis
Received: 12/22/11 12:20
Work Order: C115786
Classical Chemistry Parameters
._ ----------------- .---- .-----------------
^ - ENCO Cary ce tficd andyre[NC 5911
.__------------
____.---------
____-------------------------------------
_-_..----------- __----.
Analyte ICAS Numberl
Results Flag
Units
DF MDL MRL Batch
Method
Aralwed vzed ft Notes
Nitrate/Nitrite as [ECL-0010]A
0.088 J
mg/L
1 0.025 0.10 M02001
EGA 353.2
01/021121EAS CC8
pH [ECL-0062] A
7.0
pH units
I 1.0 1.0 1L22024
SM4500-H/8
12/22/11 13:50 NL] Q
Phosphorus [7723-14-0]^
0.080 J
mg/L
1 0.021 0.10 IU7016
EPA 365A
01/03/1215:24 CC8
Total Kjeldahl Nitrogen [ECL-01621 A
0.56
mg/L
1 0.16 0.48 31270I5
EPA 351.2
01/03/12 13:46 CC8
Total Nitrogen [17778-W-0]
0.6s
mgfL
1 0.02 0.10 2A06002
CALL
01/06/1208:27 Ara
Total SuspendM Solids [ECL-0169] ^
22
mg/L
I 1.0 1.0 luwol
SM 2540D
12128/1108:46 U
Page 6 of 14

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Description: Middle Outfall Lab Sample ID: C115786-02 Received: 12/22/1112:20
Matrix: Surface Water Sampled: 12/21/11 16:30 Work Order: C115786
Project: Veolia ES Stonnwater Sampling Sampled By: Matthew Gillis
Classical Chemistry Parameters
.........--- .------- ------ -------------------------------------------------------------------- --------- --------------- -----
^ - fNCO JacksonwIlie cerDfied analyte [NC 4421
Analvte (CAS Number] Result Flao 11--litaPE MDL M$I Batch Method Anal ly Note@
Oil & Grease (HEM) [C-0007] ^ 3.37 1 mg[L t 3.00 5.00 1127024 EPA 1664A 12/29/1113:24 N13F
This report relates only to the sample as received by me laboratory, and may only be reproduced in full.
Paee 7 of 14

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Description: West Outfall
Matrix: Surface Water
Project: Veolia ES Stonnwater Sampling
Lab Sample ID: C115786-03
Sampled: 12/21/1116:15
Sampled By: Matthew Gillis
Received: 12/22/11 12:20
Work Order: C115786
Classical Chemistry Parameters
-------.....--------------- ---------
^ - ENCO Cary certified arzW (NC 5911
------------------
- --------------- ------
-----------------------------
.. ........
Analyte [CAS Numberl
Re ul Fag
Units,
g[ MDL MRL Batch
Method
Analyzed By Notes
Nitrate/Nitrite w N [ECL-0030] ^
0.16
mg/L
t 0.025 0.10 2A02001
EPA 353.2
01/02/12 16:41 CCB
PH [ECL-0062] ^
6.8
OH Units
t 1.0 1.0 IU2024
SM4500-H/8
12/22/11 13:50 IQ] Q
Phosphorus [7723-14-0]^
0.085 3
mg/L
1 0.021 0.10 U27016
EPA 365.4
01103/1215:25 CCa
Total Kjeldahl Nitrogen [ECL-0162] ^
0.65
mg0.
I 0.16 0.48 IU7015
EPA 351.2
01/03/1213:48 C®
Total Nitrogen [17778-88-0]
0.81
mg/L
1 0.02 O.10 2AC6002
CALL
0110611208:27 A3a
Total Suspended Solids [ECL-0169] ^
12
mg/L
t 1.0 1.0 1L28001
SM 2540D
12/28/1108:46 KL3
Pa-e 8 of 14

QCSNkI
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Description: West Outfall Lab Sample ID: C115786-03 Received: 12/22/11 12:20
Matrix: Surface Water Sampled: 12/21/1116:15 Work Order: C115786
Project: Veolia ES Stonnwater Sampling Sampled By: Matthew Gillis
Classical Chemistry Parameters
----------------------- �---------------------- --.... '--- --------
^-ENCOJaCkS nVlIle Cetp,7eiana/yte[NC 472J
Analvte r,EA5 Namberl Results an units DF MDL MFIL Batch Method Analyzed By Nag
OII & Grease CHEMI [C-00071 ^ 3.00 u mg/L 1 3.00 5.00 1L27024 EPA 16fi A 12R9111 13:24 MJF
This report relates only to the sample as received by Lite laboratory, and may only be repnodu0 in toll.
Paoe 9 of 14

w .encolabs.com
QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch 1L22024 - NO PREP
LCS (11.22024-BSI) Prepared & Analyzed: 12/22/2011 13:50
PH 7.0 1.0 pH Um6 7.00 99 %-101
.......................................................................................................................................
Duplicate (11.22024-DUP1) Prepared & Analyzed: 12/22/2011 13:50
Source: C114019-01
PH 8.0 le pH Units 8.0 0.1 25
........................................................................................................................ .................
Batch IL27O15 - Same
Blank (1L27015-BLKI) Prepared: 12/28/2011 08:20 Analyzed: O1/03/2012 13:07
TMI Kjeldahl Nitrogen 0.16 U 0.48 mg/L
.........................................................................................................................................
LCS (I L27015-BSI) Prepared: 12/23/2011 08:20 Analyzed: 01/03/2012 13:09
Tcal Kjddahl Ntrogen 13 0.48 mg/! 12.0 107 90-110
--------------- ...----------------- ..----- .-------------- .---- ...........---- ..............:.............................................
Matrix Spike (1L27015-MS1) Prepared: 12/28/2011 08:20 Analyzed: 01/03/2012 13:11
Source: C113334-01
Tml KjedaN Nitrogen 5.3 0.48 mg/L 4.80 &63 Ica 90-110
............................................................................................................................. ...... .....
Matrix Spike Dup (11.27015-MSD3) Prepared: 12/28/2011 08:20 Analyzed: 01/03/2012 13:13
Source: C113334-01
Total Kjeldahl Nitrogen 7.3 0.48 mg/L 4.80 0.63 138 90-110 22 10 QM-05, QN-I I
............................................................................................................... ............. .............
Batch 1L27016 - Same
Blank (IL27016-BLK1) Prepared: 12/28/2011 08:20 Analyzed: 01/03/2012 14:58
Phosphorus 0.021 U 0.30 mg/L
....--- ...------------ ...... ....---------------- .--------------------------------- ...---- ..-------- .---------------- .------- ...-------- —
LCS (11-27016-BSI) Prepared: 12/28/2011 08:20 Analyzed: 01/03/2012 15:00
Phosphorus 1.6 0.10 mg/L 1.60 102 W-120
.........................................................................................................................................
Matrix Spike (IL27016-MSS) Prepared: 12/28/2011 08:20 Analyzed: 01/03/2012 15:01
Source: C113334-01
Page 10 of 14

QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch 1L27016 - Same
NEEWN
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Matrix Spike (1L27016-MS1) Continued Prepared: 12/28/2011 08:20 Analyzed: 01/03/201215:01
Source: C113334-01
Prosph ms 0.74 0.10 mg/L 0.640 0.052 106 80-120
........................................................................................................................................
Matrix Spike Dup (1L27016-MSD1) Prepared: 12/28/2011 08:20 Analyzed: 01/03/2012 15:03
Source: C113334-01
Plnsplwms 0.80 0.10 mg/L 0.640 0.09 116 80-120 a 25
........................................................................................................................................
Batch 1L28001 - NO PREP
Blank (1L28001-BLK1) Prepared & Analyzed: 12J28/2011 08:46
Total Suspender! Solids 1.0 U 1.0 mg/L
................................................................................................................................. .... ...
LCS (1L28001-BSI) Prepared & Analyzed: 12/28/2011 08:46
Total Suspended Solids 100 1.0 mg/L 96.6 104 90-122
.........................................................................................................................................
Duplicate (1L28001-DUP1) Prepared &Analyzed: 12/28/201108:46
Source: C112126-01
Total Suspended Sailds 41 1.0 mg/L 41 0.8 25
.........................................................................................................................................
Batch 2402001 - NO PREP
Blank (2.A02001-BLK1) Prepared: 01/02/2012 13:44 Analyzed: 01/02/2012 16:15
Nitrate/Nitnte as N 0.025 U 0.10 mgtL
------------ ..... ....----- ..........--------------------------- ................... ............------------------------- — — ............
LCS (2A02001-BS1) Prepared: 01/021201213:44 Analyzed: 01/02/2012 16:17
Nitrzte/Nitnte as N 1.3 0.10 mg/L 1.25 102 90-110
........................................................................................................................................
Matrix Spike (2A02001-MS1) Prepared: 01/02/2012 13:44 Analyzed: 01/02/2012 16:22
Source: C110456-01
M"te/Nitrte as 0.064 0.10 mg/L 0.513 -0.005 13 90-110 QM-05
Matrix Spike Dup (2A02001-MSD1) Prepared: 01/02/2012 13:44 Analyzed: 01/02/2012 16:24
Page I I of 14

QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch 2,402001 - NO PREP
w .encolabs.com
Matrix Spike Dup (2A02001-MSD1) Continued Prepared: 011021201213:44 AraN:zed: 01/02/2012 16:24
Source: C110456-01
NinteINIMU, aS N 0.078 0.10 mg/L 0,513 -0.005 I6 90-110 20 10 QM-05, QM-11
.........................................................................................................................................
QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch 1L27074 - EPA 1664A
Blank (11-27024-BLK1) Prepared: 12/28/2011 11:30 Analyzed: 12/29/2011 13:24
011 & Grease (HEM) 3.00 U 5.00 mg/L
...................................................................................................................................... ..
LCS (11.27024-BSI) - Prepared: 12/281201111:30 Analyzed: 12129/201113:24
al & Grease (HEM) 35.8 5.00 mg/L 41.1 87 78-114
.................................................................................................................. .. .....................
Matrix Spike (11-27024-MS1) Prepared: 12/28/2011 11:30 Anayzed: 12/29/2011 13:24
Source: B105926-02
Oil & Crease (HEM) 35.6 5.00 mg/L 41.6 3.00 U 86 78-114
.............................................................................................................................. ..........
Matrix Spike Dup (11-27024-MSD1) Prepared: 12/28/2011 11:30 Pn&l : 12/29/2011 13:24
Source: 8105926-02
011&Grease (HEM) 34.7 5.00 mg/L 40.6 3.000 86 78-114 2 18
........................................................................................................................................
Page 12 of 14

www.encolabs.com
FLAGS/NOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
J The reported value is between the laboratory method detection limit (MDL) and the laboratory method
reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable.
U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument. This value is considered an estimate.
MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quandtation limit (PQL) and is
based on the low point of the calibration curve, when applicable, sample preparation factor, dilution
factor, and, in the case of soil samples, moisture content.
Q Analysis performed outside of method - specified holding time.
QM-05 The spike recovery was outside acceptance limits for the MS and/or MSD due to matrix
interference. The LCS and/or LCSD were within acceptance limits showing that the laboratory is
in control and the data is acceptable.
QM-11 Precision between duplicate matrix spikes of the same sample was outside acceptance limits.
Page 13 of 14

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A MACTEC
engineering and constructing a better tomorrow
October 7, 2009
f ` 9
OENR RtitEc";i
Mr. Jay Beck
Veolia ES Technical Solutions. L.L.C.
2176 Will Suitt Road
Creedmoor, North Carolina 27522
Subject: Letter Report of Stormwater-Sampling Services
Veolia Facility
Creedmoor, North Carolina
NIACTEC Project No. 6470-09-2339.02
Dear Mr. Beck:
As authorized by Kim Elmore's acceptance of Proposal No. 09-RAL-008A dated March 3, 2009,
MACTEC Engineering and Consulting, Inc. (MACTEC) is pleased to submit this Letter Report of
Storm water- Sampling Services for the above -referenced site. The objective of our services was to
determine if the quality of stormwater runoff at the site has been adversely affected by daily operations at
the Veolia ES Technical Solutions facility.
Background Information
The subject site is the Veolia facility located at 2176 Will Suitt Road in Creedmoor, North Carolina
(Drawing 1). This facility is a permitted treater/storer/disposer of hazardous waste under the Resource
Conservation and Recovery Act (RCRA) of 1976. The Creedmoor facility receives pre -packaged wastes
from chemical and industrial clients, segregates the wastes based on the chemical characteristics, and
repackages the wastes as necessary for transport to an appropriate disposal facility. As part of stormwater
permit no. NCS000175, Veolia is required to conduct semi-annual stormwater-sampling events.
As proposed, our first sampling event was to be conducted between March 1 and August 31, 2009.
However, we did not conduct that event due to unfavorable weather conditions. Consequently, the North
Carolina Department of Environment and Natural Resources (NCDENR) issued a Notice of Violation
dated September 10, 2009 for failing to conduct the sampling event.
Field Activities
On September 17, 2009, you informed MACTEC that a storm event greater than 0.1 inches of rainfall was
taking place and that the flow at the outfalls was sufficient to collect stormwater samples. Matthew Gillis
of MACTEC mobilized to the subject site and observed that 0.25 inches of min had accumulated in the
rain gauge. MACTEC collected stormwater samples from each of the outfalls (West Outfall, Middle
Outfall and East Outfall) at the subject site. The locations of these outfalls are shown on Drawing 2.
aIACTEC Engineering and Consulting, Inc. w ..maclec.com
3301 Atlantic Avenue • Raleigh, NC 27604 • Phone: [phone] • Fax: [phone]

E
L
Lever Report o(.Srornncater-Sautpling Services
Veolia Fa :ilil)'
C'reedntoor, North Carolina
AlAC'PEC Project No. 6470-09-2339.02
October Z 2009
Page 2
MACTEC made observations of the qualitative characteristics as shown in Table 4 of the stormwater
permit.
MACTEC submitted the stormwater samples to Environmental Conservation Laboratories, Inc. (ENCO)
for testing for total nitrogen according to EPA Methods 353.2/351.2, for total phosphorus according to EPA
Method 365.4, for total suspended solids according to EPA Method 160.2, and for oil and grease according
to Standard Method 1664.
Results of the Testing
Table I summarizes our observations of the qualitative characteristics of the stormwater samples. Table 2
summarizes the laboratory test results. The laboratory test reports and chain -of -custody records are
attached in Appendix A. ENCO measured a pH of 5.4 in the stormwater sample collected from the East
Outfall. At the request of Veolia, ENCO reran the East Outfall sample and measured a pH of 5.9. These
values are outside the permitted National Pollutant Discharge Elimination System (NPDES) Permit
Benchmark range of 6 to 9 standard units. The remaining pH values and analyte concentrations are
within the values allowed for the stormwater permit. The NPDES Permit states that if the sampling
results are above a benchmark value, or outside of the benchmark range, for any parameter at any outfall a
tiered program shall be implemented.
Conclusions and Recommendations
The laboratory measured pH's of 5.4 and 5.9 in the stormwater sample from the East Outfall. These
values are outside the range allowed under the permit. In accordance with the permit, Veolia should
implement it Tier One program.
This report is intended for the sole use of Veolia. The contents should not be relied upon by other parties
without the expressed, written consent of Veolia and MACTEC.
We appreciate the opportunity to provide our services to Veolia. Please contact us if you have any questions.
Sincerely,
MACTEC Engineering and Consulting, Inc.
Matthew J. Gillis
Staff Scientist
Attachments: Drawings land 2
Tables I and 2
Appendix A,
Richard A. Kolb, L.G.
Principal Geologist
MACTEC
7��CE;Vstr� 9
SEAL
1153
;�C OG0Q:
4D' ALAN y .•`�

STEM, N. C. CREEDMOOR, N. C.
NORTH
NW14 CREEDMOOR 15' OUADRANOLE SWR CREEDMOOR IS DUADRANOLE
36078•B6•TF-024 36078.A6•TF•024
PHOTOINSPECTED 1990
1974
1974 PHOTOREVISED 1987
PHOTOREVISED 1987 DMA 5256 II SW -SERIES V542
DMA 5256 11 NW -SERIES V842
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
1000 0 1000 20DO
TOPOGRAPHIC SITE MAP
VEOLIA ES TECHNICAL SOLUTIONS
CREEDMOOR, NORTH CAROLINA
ff0j, M At"
1 %1 T `V
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue - Raleigh, North Carolina 27604
DRAWN: R.R. DATE: OCTOBER 2009 DRAWING
ENG CHECK: " I SCALE: 1 : 24000
APPROVAL: jA_ I JOB: 6470-09-2339.02 1

NORTH
LEGEND
SITE BOUNDARY
-•-�•-•-•-•-•- CRAINiINKFENCE
GHAPHIC SCALE - IN FEET
120 GO 0 120 240
DRAWN, RR DATE: OCTOBER 2009
VEOLIA oRnwlxc
MACTEC SITE LOCATION MAP
ES TECHNICAL SOLUTIONS ENG CHECK: NyS% sca.E: r= I2a
mec Ex.OIO Eq AuoT x^K wc�xxe, xc. CREEDMOOR, NORTH CAROLINA ,�p� 2
MLEmn nanm ueawe ma APPROVAL: �'•^L�- JOB No.: 6A]O OB-2330

Table 2
Veolia Facility
September 17, 2009 Stormwater Sampling Results
Creedmoor, North Carolina
6470-09-2339.02
EPA Method
EPA Method 9040C
EPA Method
Standard Method
EPA Method
Analytical Method >
353.2/351.2 (mg/L)
(standard)
365.4 (mg/L)
2540D (mg/l,)
1664 (mg/L)
Contaminant of Concern —>
c
v;
x_
z
U
U
U
�
C
U
r
U
Z
�
�
r
Sample 1D
Sample Date
F
West ut fall
9/17/2009
0.20 B
7.0
<0.050
1.6
<3.00
Middle Outfall
9/17/2009
0.13 B
6.9
<0.050
<LO
<3.00
East Outfall
9/17/2009
0.34 JB
5.4
<0.050
11
<3.00
East Outf'all
9/17/2009
NT
5.9*#
NT
NT
NT
NPDES Permit Benchmark Values
30
6,9
2
100
30
Notes:
NPDES National Pollutant Discharge Elimination System.
Bold Concentration exceeds the laboratory Reporting Limit (RL).
_Bold `Concentration exceeds the NPDES Benchmark Values.
* Nitrate/Nitrite as N + Total Kjeldahl Nitrogen = Total Nitrogen.
J The reported value is between the laboratory method detection limit and the RL.
B Analyte detected in associated method blank.
** The laboratory reran the East Outlall sample for pH.
NT Not Tested
Prepared by:�
Checked by: RA ,
Date:
Date: 10 Q

Table 1
Veolla Facility
September 17, 2009 Stormwater Sampling Results
Creedmoor, North Carolina
6470-09-2339.02
Brief description of the facility's stormwater control system, operations and equipment (Provided by Veolia)
Stormwater flows down the direction of the runoff of the warehouse roof into gutters and onto the pavement. The stormwater
flows onward toward the three outfall
sites. Once at the outfall points the water flows under the fenceline and clown into the ditch
areas. Any water that makes its
way into the secondary containment trenches (at the ends of storage trailers) is inspected prior to
discharging.
Stormwater Observations
Rainfall at time of sampling: 0.25 inches
West Outfall
Middle Outfall
Last Outfall
Color
Clear
Clear
Clear
Odor
None
None
None
Clarity
Good
Good
Good
Floating Solids
Trace organic material
Trace organic material
Trace organic material
Suspendend Solids
None
None
None
Foam
None
None
None
Oil Sheen
None
None
None
Erosion or deposition at the
Rock
Rock
Rock
outfall
Other obvious indicators of
None
None
None
stormwater pollution
Prepared by: A T� Date: It - Z' c S
Checked by: A4-111 Date: 101210

Environmental Conservationtoratories, Inc.
102-A Woodwinds Industrial Court
Cary NC, 27511
Phone: [phone] FAX: [phone]
www.encolabs.com
Tuesday, October 6, 2009
MACTEC Engineering (LA010)
Attn: Matthew Gillis
3301 Atlantic Avenue
Raleigh, NC 27604
RE: Laboratory Results for
Project Number: 6470-09-2339, Project Name/Desc: Veolia ES Stormwater Sampling
ENCO Workorder: C910972
Dear Matthew Gillis,
Enclosed is a copy of your laboratory report for test samples received by our laboratory on
Friday, September 18, 2009,
Unless otherwise noted in an attached project narrative, all samples were received in
acceptable condition and processed in accordance with the referenced methods/procedures.
Results for these procedures apply only to the samples as submitted.
The analytical results contained in this report are in compliance with NELAC standards, except
as noted in the project narrative. This report shall not be reproduced except in full, without
the written approval of the Laboratory.
This report contains only those analyses performed by Environmental Conservation
Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from
outside organizations will be reported under separate cover.
If you have any questions or require further information, please do not hesitate to contact me.
Sincerely,
a�(jLSk'(A-0
Chuck Smith
Project Manager
Enclosure(s)
The total number ol'pages in this report. including this page is 15.

NCO
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SAMPLE SUMMARY/LABORATORY CHRONICLE
Client ID: West Outfall
lab ID: C910972-01
Sampled:
09/17/09 07:35 Received; 09/18/09 09:00
Parameter
Hold Date/Time(s)
Prep Date/Time(s)
Analysis Date/Time(s)
EPA 1664
10/15/09
09/27/09
1250
9/29/2009 12:12
EPA 351.2
10/15/09
09/25/09
11:12
9/27/2009 10:14
EPA 353.2
10/15/09
09/20/09
13:53
9/21/2009 10:33
EPA 365.4
10/15/09
09/25/09
11:12
9/28/2009 13:50
EPA 9040C
09/17/09 07:49
09/18/09
12:38
9/18/2009 12:38
SM 2540D
09/24/09
09/23/09
09:45
9/23/2009 09:45
Client ID: Middle Outfall
lab ID: C910972-02
Sampled:
09/17/09 08:00
Received: 09/18/09 09:00
Parameter
Hold Date/Time(s)
Prep Date/Time(s)
Analysis Date/Time(s)
EPA 1664
10/15/09
09/27/09
1250
9/29/2009
12:12
EPA 351.2
10/15/09
09/25/09
11:12
9/27/2009
10:16
EPA 353.2
10/15/09
09/20/09
13:53
9/21/2009
10:34
EPA 365.4
10/15/09
09/25/09
11:12
9/28/2009
13:52
EPA 9040C
09/17/09 08:14
09/18/09
12:38
9/18/2009
12:38
SM 2540D
09/24/09
09/23/09
09:45
9/23/2009
09:45
Client ID: East Outfall
Lab ID: C910972-03 -
Sampled:
09/17/09 07:45
Received: 09/18/09 09:00
Parameter
Hold Date/T me(s)
Prep Date/Time(s)
Analysis Date/Time(s)
EPA 1664
10/15/09
09/27/09
12:50
9/29/2009
12:12
EPA 351.2
10/15/09
09/25/09
11:12
9/27/2009
10:18
EPA 353.2
10/15/09
09/20/09
13:53
9/21/2009
10:35
EPA 365.4
10/15/09
09/25/09
11:12
9/28/2009
13:53
EPA 9040C
09/17/09 07:59
09/18/09
12:38
9/18/2009
12:38
SM 2540D
09/24/09
09/21/09
11:07
9/21/2009
11:07
Client ID: East Outfall Lab ID: C910972-03RE1 Sampled: 09/17/09 07:45 Received: 09/18/09 09:00
Parameter Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s)
EPA 90906 09/17/09 07:59 10/O1/09 1201 l0/1/2009 12:01
Page 2 of 15

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SAMPLE DETECTION SUMMARY
lient ID: [Nest Outfall
Lab ID: C910972-01
Analyte
Results
Flag MDL
PQL
Units
Method
Notes
................................................................................................................................
Ni[ra[e/Nrtrde as N
0.20
B 0.021
0.10
mg/L
EPA 353.2
....... ..
]-01
PH
7.0
1.0
1.0
pH Units
EPA 9040C
Q
Total Suspended Solids
1.6
1.0
1.0
mg/L
SM 2540D
lient ID: Middle Outfall
Lab ID: C910972-02
Analyte
Results
Flag MDL
PQL
Units
Method
Notes
--..-..easN......................................................
Nd2te/Nitrite as N
O.13
....................0---
B 0.021
0.10
-....-mg/L .........
mg/L
A35.-__.-
EPA 353.2
1-Ol
PH
6.9
1.0
1.0
pH Units
EPA 9010C
Q
lien ID: East Outfall
tab ID: C910972-03
Analyte
Results
Flag MDL
PQL
Units
Method Notes
.........................................................................................................................................
Nitrate/Nitrite as N
0.13
B 0.021
0.10
mg/L
EPA 353.2 J-01
PH
5.4
1.0
1.0
pH Units
EPA 9040C Q
Total Kjeldahl Nitrogen
0.21
J 0.15
0.48
mg/L
EPA 351.2
Total Suspended Solids
11
1.0
1.0
mg/L
SM 2540D
Rent ID: East Outfall
Lab ID:
C910972-03REI
Analyte
Results
Flag
MDL PQL
Units
Method
Notes
--------------------------------------
PH
--------------------------------------------------------
5.9
1.0 1.0
_ ........
pH Units
_..............
EPA 9040C
Q
Page 3 of 15

ENCO
www.encolabs.com
ANALYTICAL RESULTS
Description:
West Outfall
Lab Sample ID; C910972-01
Received: 09/18/09 09:00
Matrix:
Surface Water
Sampled: 09/17/09 07:35
Work Order: C910972
Project:
Veolia ES Stormwater Sampling
Sampled By: Matthew Gillis
Classical Chemistry Parameters
^ - ENCO Cary cedTed analyre [NC 591]
Analxte [CAS Numberl
Results
flan
S ldu
PE
Ma
MBL
Batch
Method
ABalwed
BY Notes
Nitrate/Nitrite as N [ECL-00101 ^
0.20
8
mg/L
1
0.021
0.10
9120006
EPA 353.2
W121IN 10:33
PEV 101
pH[ECL-0062]^
LO
pH Units
1
1.0
1.0
9118018
EPA 9040C
09/18/0912:38
FLT Q
Phosphorus 17723-14.0]^
0.050
u
mg/L
1
0.050
0.10
9124019
EPA 365.4
09/28/0913:50
PEV
Total K3eldahl Nitrogen [ECL-0162] ^
0.15
u
m9/L
1
0.15
0.48
9124017
EPA 351.2
N127/W 10:14
PEV
Todl Suspended solids [ECL-0169] ^
1.6
mg/L
1
1.0
1.0
9123M6
SM 2540D
09/23/09 09:45
FLT
Page 4 of 15

S N, CD
www.encolabs.com
Description: West Outfall Lab Sample ID: C910972-01 Received: 09/18/09 09:00
Matrix: Surface Water sampled: 09/17/09 07:35 Work Order: C910972
Project: Veolia ES Stormwater Sampling Sampled By: Matthew Gillis
Classical Chemistry Parameters
... --.... ............ -------- _.-.
^ - ENCO Jacksonville ced/fed analyfe [NC 442]
Analvte rCAS Numberl Results Ng YAIAI DF MDL MRL Batch Method Analyzed By Notes
pl & Grease (HEM) (C-Mi ^ 300 u mg/L 1 IN 5.00 9127001 EPA 1009 09/d9/m 12:12 MY
This report relates only to the sample as received by the laboratory, and may only be reproduced in full.
Page 5 of 15

e NS UO
www.encolabs.com
Description: Middle Outfall
Lab Sample ID: C910972-02
Received: 09/18/09 09:00
Matrix: Surface Water
Sampled: 09/17/09 08:00
Work Order: C910972
Project: Veolia ES Stormwater
Sampling
Sampled By: Matthew Gillis
Classical Chemistry Parameters
-------------- ........... .....—......
^ - ENCO Cary cued analyze /NC 591]
--__.--------
-------------... _......... ----_........
-- ....------------ -------
Analyte rCASNumberl
Results
Flea
ni
DF MDL MRL patch
Method
Analyzed SL Notes
Nitrate/Nitrite as N [ECL-0010] ^
0.13
a
m9/L
1 0.021 0.10 9120006
EPA 353.2
09/21/09 10:34 PEV 1-01
PM [ECL-0062] A
6.9
pH Units
1 1.0 1.0 9118018
EPA 9O40C
09/18/09 12:38 FLT Q
Phosphorus [2223-14-0] ^
0.050
U
m9/L
1 0.050 GAO 9124019
EPA 365.4
09/28/09 13:52 PEV
Total KlddaN Nn o9en [ECL-0162] ^
0.15
U
m9IL
1 OA5 0.48 9124017
EPA 351.2
0/27/0 10:16 PEV
Total Suspended Solids [ECL-0169] ^
1.0
U
mWL
1 1.0 1.0 9123006
SM 2540D
09/23/M 09:45 FLT
Page 6 of 15

Description: Middle Outfall
Matrix: Surface Water
Project: Veolia ES Stormwater Sampling
Classical Chemistry Parameters
^ - ENCO Jackson vi/k certdled anayfe [NC 442]
C
Lab Sample ID: C910972-02
Sampled: 09/17/09 08:00
Sampled By: Matthew Gillis
eNS --
w .encolabs.com
Received: 09/18/09 09:00
Work Order: C910972
Analvte rCAS Numberl Results Flaa UnItt DF MDL MIL Batch Method Analyzed By Notes
OI & Grease (HEM) IC 03071 ^ IM u mg/L 1 IM 5A0 9127MI EPA 1664 N/29/09 12:12 M)F
This report relates only to Me sample as receivea by the laboratory, and may only be reproduced! In full.
Page 7 of 15

CeNC0
w .encolabs.com
Description: East Outfall
Lab Sample ID: C910972-03
Received: 09/18/09 09:00
Matrix: Surface Water
sampled: 09/17/0907:45
Work Order: C910972
Project: Veolia ES Stormwater
Sampling
Sampled By: Matthew Gillis
Classical Chemistry Parameters
-----.... _.....-------------------
A - ENCO Cary Cedred analyre [NC 591]
.........
.....................
_......... _............................................
..............
Analyte [CAS Numberl
Results
Flao
UVIIII
OF MDL MRL Batch
Method
Analy.ed By Notes
Nitrate/Nitrite as N [ECL-00101
0.13
B
mWL
1 0.021 0.10 9120006
EPA 353.2
09/21/0910:35 PEV 3-01
PH [ECL-00621 A
5.4
PH units
1 1.0 1.0 9118018
EPA 904W
09/18/09 12:38 FLT Q
PH [ECL-00621 ^
S.9
pH units
1 1.0 1.0 9306015
EPA 9040C
10/01/09 12:01 FLT Q
Phosphorus [7723-1411 A
0.050
u
mg/L
1 0.050 0.10 9124019
EPA 365.4
N/28/09 13:53 PEV
Total xjeldahl Nitrogen [ECL-01621 ^
0.21
1
m9/L
1 0.15 0.48 9124017
EPA 351.2
09/27/09 10:18 PEV
Total suspended Solids [ECL-0169] ^
11
m9/L
1 1.0 1.0 9123006
SM 25400
09/21/09 11:07 FLT
Page 8 0115

C
C
Description: East Outfall
Matrix: Surface Water
Project: Veolia ES Stormwater Sampling
Lab Sample ID: C910972-03
Sampled: 09/17/09 07:45
Sampled By: Matthew Gillis
w .encolabs.com
Received: 09/18/09 09:00
Work Order: C910972
Classical Chemistry Parameters
----... --......... .. . --- --- . I. .--...... _........................ --------------- ------------ ---------..__.. _.. _.. _.
^ - 8VC0latkson Ville Codified amlyte (NC 4421
Analrte [CASNumberl Results P,.jpg VDAII DF MDL MRL Batch Method Analyzed ft Notes
Oil & Grease (HEM) [C-0007] ^ 3A0 ❑ mglL I 3.00 5.00 9127MI EPA 1664 09/29/09 12:12 MY
This report relates only to the sample as receives by the laboratory, and may only be reproduced in PoII.
I'li 90l 15

ENCO
w .encolahs.com
QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch 9118018 - NO PREP
LCS (9118018-BS1) Prepared & Analyzed: 09/18/200912:38
Spike Source %RECRPD
Analyte Result Flag MRL Units Level Result %REC Limits RPD Limit Notes
PH 7.0 1.0 PH Umts 7.01 100 99-101
------------------------------------------------------------------------ ---------------------------------
-------------------------------
Duplimte (9118018-DUPI) Prepared & Analyzed: 09/18/200912:38
Source: C910972-03
Spike Source %REC.
RPD
Analyte..
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
PH
.........................................................................................................................................
5.3
1.0
pH Units
5.4 1
25
Q
Batch 9120006 - NO PREP
Blank (9I20006-ELK1)
Prepared: 09/20/2009 13:53 Analyzed: 09/21/200910:02
-
Spike Source - %REC -
RPD
Malyte: - -
_ Result
Flag.
-. MRL
Units
Level, Result %REC Limits RPD -
- Limit
- Notes
Nitrate/Nitrite as N
0.046
1
0.10
ng/L
................. ..................
LCS (9I20006-BSI)
.... .........
......
.............
.........
.....•.--•---..-... -............. -..--..--..--..-............
Prepared: 09/20/2009 13:53 Analyzed: 09/21/2009 10:09
.
Spike F Source - '%REC
RPD
-
Analyte -
A ;Result
Flzg
MRL „,`t
-
Umts
Level,` +. Resluk, -%REC Limits,. 'RPD ".
Limit
- Notes: -
NnratUNnnteasN
1.4
B
0.10
mg/L
1.25 110 80-120
.........................................................................................................................................
Matrix Spike (9120006-MS3)
Prepared: 09/20/2009 13:53 Analyzed: 09/21/2009 10:19
Source: C910125-02
t _ _ + 1
sD1ke 'Source ._ %REC r
RPD
y
Analy[e s
'.,Result Flag
: MRL--:
Umtt' ..4velr;
'Result.%REC .Umitss RPD
Limit''.'-"Notes
Nitrate/Niunte as N
.........................................................................................................................................
1.1
B
0.10
mg/L
1.28 0.14 78 80-120
QM-07
Matrix Spike Dup (9120006-MSD1)
Prepared: 09/20/2009 13:53 Analyzed: 09/21/2009 10:21
Source: C910125-02
Spike - Source %REC _
RPD
-
Analy[e
Result
flag
MRu '--
Units
Level -- Result %REC- Limits - RPD
Limit`
Notes
Nbate/Nitnte as
1.2
a
0.10
mg/L
1.28 0.14 81 86120 3
25
.........................................................................................................................................
Batch 9121006 - NO PREP
Blank (9121006-BLKI)
Prepared & Analyzed: 09/21/2009 11:07
-
Spike source - %REC
RPD
Malyte -
Result
- Flag
-! MRL ' • -.:.
Units
Level, Result %REC' Limits - RPD
Limit
Notes
Total Suspended Solids
1.0
U
1.0
mg/L
.........................................................................................................................................
LCS (9121006-BS1)
Prepared & Analyzed: 09/21/2009 11:07
Spike Source %REC
RPD
-
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Total Suspended Solids
88
1.0
mg/L
89.0 99 82-119
.....................................................................................................................................
Duplicate (9I21006-DUPI)
Prepared & Analyzed: 09/21/2009 11:07
....
Source: C908741-02
Page 10 of 15

ALITY CONTROL
Classical Chemistry Parameters - Quality Control
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Batch 91210O6 - NO PREP
Duplicate (9121006-DUP3) Continued Prepared & Analyzed: 09121/200911:07
Source: C908741-02
Spike Source %REC RPD
Total Suspended Solids
30
1.0
myL
30 1
25
..................................................................................
Batch 91230O6 - NO PREP
. .....................................................
Blank (9I23006-BLK3)
Prepared & Analyzed: 09/23/2009 09:45
-
Spike Source %REC
RPD
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Total Suspended Solids
1.0
U
1.0
myL
....----------- ----------------------
LCS (9I23006-BS3)
----
_.... ......................
- -----------------........._.....................'---------
Prepared & Analyzed: 09/23/2009 09:45
Spike Source %REC
RPD
Ana_lyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Total Suspended Solids
89
1.0
mg/L
89.0 100 82-119
-----------------------------------------------------------------
Duplicate (9123006-DUP3)
-----------------------------------
-----------------------
Prepared & Analyzed: 09/23/2009 09:45
--------------
Source: C910124-02
-
Spike Source %REC
RPD
Malyte' -
Result
Flag
I MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Total Suspended Solids
380
1.0
myL
390 3
25
.........................................................................................................................................
Batch 9124O17 - Same
Blank (9I24017-BLK3)
Prepared: 09/25/2009 11:12 Analyzed: 09/27/2009 09:24
Spike Source - -- - %REC -
RPD
Analyte' -
Result
Flag
MRL"
- Units
Level --r. Result %REC , Limits RPD
Limit
Notes
Total Kjeldahl Nltmgen
0.15
U
0.48
myL
.........................................................
LCS (9124017-BS1)
........
......................................................................
Prepared: 09/25/2009 11:12 Analyzed: 09/27/2009 09:26
Spike Source %REC
RPD
MaIKe
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Total K7eldahl Nitrogen
11
0.48
myL
12A 96 80-120
---------------------------------------------------------
Matrix Spike (9124017-MSI)
--------
--------------------
----------------------------------------------------
Prepared: 09/25/2009 11:12 Analyzed: 09/27/2009 09:28
Source: C909484-04
Spike Source %REC
RPD
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Total KeldaM Nitrogen
13
0.48
myL
12.0 0.55 102 BO120
..................................................................
Matrix Spike Dup (9I24017-MSD1)
......................................................................
Prepared: 09/25/2009 11:12 Analyzed: 09/27/2009 09:31
Source: C909484-04
Spike Source %REC
RPD
Analyte
Result
Flag
MRL
Units
Level Result %REC Limits RPD
Limit
Notes
Total Kekhhl Nitrogen
12
0AB
myL
12.0 0.55 99 80-120 3
25
Batch 9I24O19 - Same
Page lI of15

ENCO
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QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Blank (9I24019-BLKI)
Prepared: 09/241200911:12 Analyzed: 09/28/200913:14
_
- Spike - Source - %REC
RPD
Malyte - - -
Result.
Rag -'
MRL
Units
LevelResult - %REC Limits RPD
Limit Notes
Phosphorus
0.050
U
0.10
mg/L
----------------------------------------
LCS (9I24019-BS1)
---
-----------------------
-------------------
-----------------------------------
Prepared: 09/24/2009 11:12 Analyzed: 09/28/2009 13:16
-----------------
Spike Source %REC -
RPD -
Malyte' - _ --
Result
,....
Maga
MRL
tnt's
Level ,.Result -.%REC, limits. --RPD-
Limit -Notes --
Phosphorus
1.6
0.10
mg/L
1.60 102 80-120
................. ..•---.--..-...........
Matrix Spike (9124019-MS1)
--.---•----.-.-............
-...
-.•--.•------•--..--..-................... -...--•---•--•------..--
Prepared: 09/24/2009 11:12 Analyzed: 09/28/2009 13:18
Source: C909484-04
..
N"RFr ... ..
.._-. -
RDn ..
Phosphorus 1.7 0,10 mg/L 1.0 0.050 U 109 80-120
.........................................................................................................................................
Matrix Spike Dup (9124019-MSD1) Prepared: 09/24/2009 11:12 Analyzed: 09/28/2009 13:19
Source: C909484-04
Pnospnorus 13 0.10 m9/L 1.w 0.050U 108 80-120 3 25
.-
------ -- — - --------------------------------------------------------------------------------------------------------------------------
Batch 906015 - NO PREP
LCS (9106015-BSI) Prepared & Analyzed: 10/01/2009 12:01
pH 7.0 1.0 pH Umts 7.01 100 99-101
...... -..--•---- ---- ------ --- ------ ---- ------------------ ----- ------------------ ---- ------------------------- --•---•--•.--•---•---•-----
Duplicate (9106015-DUP1) Prepared & Analyzed: 10/01/200912:01
Source: C910972-03RE1
pn 5.8 1.0 pH pros 5.9 1 25 Q
-
---------------------------------------------------------------------------------------------------
------------------------------------
QUALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch 9127001 -EPA 1664A
Blank (9I27001-BLK1) Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12
4:•y :.,Spike, ---Source %REC-- ice`--RPDS
s.� �C -�-_
ui a Urease (npM) 3.00 U 5.00 mg/L
LCS (9I27001-BSI) Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12
_ - - Spike. Source. %REC + RPD
Analyte Result Flag MRL Units. - Level- Result %REC - Limits' RPD L omit. Notes
Oil&Greese(HEM) 36.8 5.00 mg/L 40.0 92 78-114
.............................................................. ............ ............... ........... —..- ... -...... .-...... --... -... -..
Matrix Spike (9127001-MS1) Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12
Pape 12 of 15

LIALITY CONTROL
Classical Chemistry Parameters - Quality Control
Batch 9127001 - EPA 1664A
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Matrix Spike (9I27001-MS1) Continuer)
Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12
Source: B904547-02
Spike Source %REC
RPD
Malyte
Result flag
MRL
Units
Level Result %REC Limits RPD
Limit Notes
DI & Grease (HEM)
38.5
5.00
mg/L
40.0 3.00 U 96 78-114
..............................................................................................................
Matrix Spike Cup (9127001-MSD1)
...... .............
Prepared: 09/27/2009 12:50 Analyzed: 09/29/2009 12:12
........
Source: B904547-02
Spike Source %REC
RPD
Malyte
Result Rag
MRL
Units
Level Result %REC Limits RPD
Limit Notes
01 & Grease (HEM)
...............................................................................................................................
40.7
5,00
mg/L
40.0 3.W U 102 78-114 5
18
..........
Page 13 of 15

ENCE
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FLAGS/NOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
J The reported value is between the laboratory method detection limit (MDL) and the laboratory method
reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable.
U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument. This value is considered an estimate.
MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is
based on the low point of the calibration curve, when applicable, sample preparation factor, dilution
factor, and, in the case of soil samples, moisture content.
J-01 Result is estimated due to positive results in the associated method blank.
Q Analysis performed outside of method - specified holding time.
QM-07 The spike recovery was outside acceptance limits for the MS and/or MSD. The batch was
accepted based on acceptable LCS recovery.
Page 14 of 15

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'MACTEC
— engineering and constructing a better tomorrow
August 26, 2009
Mr. Jay Beck
Veolia ES Technical Solutions, LLC
2176 Will Suitt Road
Creedmoor, North Carolina 27522
Subject: Storm water -Sam piing Services
Veolia Facility
Creedmoor, North Carolina
MACTEC Project No. 6470-09-2339
Dear Mr. Beck:
MACTEC Engineering and Consulting, Inc. (MACTEC) is under contract with Veolia ES Technical
Solutions, LLC (Veolia) to conduct the semi-annual, sampling- and testing -events required by Veolia's
Stormwater permit. We plan to sample each of the three, stormwater-discharge outfalls at the site during
two representative storm events twice in the 12-month period. We had planned to conduct the first event
between February I and July 31, 2009, and the second event between August 1, 2009 and January 31, 2010.
The North Carolina Department of Environment and Natural Resources defines it representative storm event
as "a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72 hours in
which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up
to 10 consecutive hours of no precipitation." We understand that Veolia has acquired and installed the rain
gauge to allow determination of the appropriate conditions to conduct our sampling events, and that you
have been checking the rain gauge and emptying it periodically to allow you to determine when the
appropriate conditions occur. In addition, Matt Gillis of our office has contacted you regularly to check site
conditions to determine the feasibility of conducting the first sampling event when the weather patterns
appear favorable to sample. To date we have not yet conducted the first sampling event due to the unusual
weather patterns we've been having this summer.
MACTEC appreciates the opportunity to provide environmental consulting services on this project. Please
contact us if you have any questions or need additional information.
Sincerely,
MACTEC Engineering and Consulting, Inc.
Pa-,P d A. I%4
Richard A. Kolb, L.G.
Principal Geologist
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue • Raleigh, NC 27604 • Phone: [phone] • Fax: [phone]
w .mactec.com

®VEOUA
ENVIRONMENTAL SERVICES
J. Leonard Beck
Inventory Control Manage, Creedmooq NC Forilo,
50utheast eronch, Technlm/Solution; North Americo
Veolia ES Technical Solutions, LLC.
2176 Will Suitt Road, Creedmoor, NC 13522
tel: 9195a83996-ert. 100 -/ax: 9195286020
cell: 919 6o4 3306 -f ay.becWNeoRaes.com
Wvnv.ony.es.com

USGS Real -Time Water Data for USGSS208706575 BEAVERDA._.
http://waterd IN
sgs.gov/nwis/dv?cb_00045=on&format--hunl&begi...
USGS Home
Contact USGS
Search USGS
National Water Information System: Web Interface
USGS Water Resources Data Category: Geographic Area:
Surface Water f! United States GO
News New Mapper and Experimental Real -Time Web Service - updated August 2009
USGS 0208706575 BEAVERDAM CREEK AT DAM NEAR
CREEDMOOR, NC
PROVISIONAL DATA SUBJECT TO REVISION
Available data for this site Time -series: Daily data 0 Go
This station is operated in cooperation with the City of Raleigh.
Available Parameters Period of Record i
❑ All 2 Available Parameters for this site
Output format
OGraph
Be in date
2009-02-e
❑ 00065 Gage height (Max., Min., Mean) 2006-05-032009-08-31i
❑� 00045 Precipitation (Sum) 2006-05-022009-08-311
OGraph w/ stats
C'Table
OTab-separated
End date
2009_07_31
F
Summary of all available data for this site
Precip-
itation
tota I,
Date inches
(Sum)
02/01/2009 0.00 A
02/02/2009 OA4 A
02/03/2009 0.12 A
02/04/2009 0.00 A
02/05/2009 0.00 A
02/06/2009 0.00 A_
02/07/2009 0.00 A_
D2/08/2009 0_00 A
02/09/2009 0.00 A
02/10/2009 0.00 A
02/11/2009 0.00 A
D2/12/2009 0_00 A
02/13/2009 0.00_A
1 of 7 9/l/2009 2:39 PM

USGS Real -Time Water Data for USG.�08706575 BEAVERDA..
http://wate rdasgs. gov/nwis/dv?cb_00045=on&format=html&begi...
2 of 7 9/l /2009 2:39 PM

USGS Real -Time Water Data for USGS08706575 BEAVERDA...
http://waterda]�iisgs.gov/nwis/dv?cb_00045=on&format=html&begi...
10
3 of 7
9/l/2009 2:39 PM

USGS Real -Time Water Data for USGw
8706575 BEAVERDA...
http://waterdata.iisgs.gov/nwis/dv?cb 00045=on&fcmuat--htmI&begi...
4of7
9/l/2009 2:39 PM

USGS Real -Time Water Data for USG08706575 BEAVERDA...
http://waterdosgs.gov/nwis/dv?cb 00045—on&fbrmat--htmI&begi...
5of7
9/1/2009 2:39 PM

USGS Real -Time Water Data for USG W8706575 BEAVERDA..
http: //waterda=i i sgs. gov/nwi s/dv?cb_00045=on&format--htn d&begi...
40
07/04/2009
0,00 A
07/OS/2009
p,27 A
07/06/2009
0.39 A
07/07/2009
0.00 A
07/08/2009
0.00 A
07/09/2009
0 00 A
F07/10/2009
0.00 A
77/11/2009
0. 00 00A
07/12/2009'
0.00 A
07/13/2009
0.33 A
07/14/2009
0.00 A
07/15/2009
0.00 A
07/16/2009
0.00 A
07/17/2009'
0.09 A
07/18/2009
0.42 A
I07/19/2009
p54 A
07/20/2009.
141 A
07/21/2009
0.00 A
07/22/2009
0.00 A
07/23/2009
0.41 A
07/24/2009
004_A
07/25/2009
0.00 A
07/26/2009
[aA
07/27/2009
0.00 A'
07/28/2009.
0.00 A
07/29/2009
0.04 A
07/30/2009
0.09 A
07/31/2009.
0.02 A,
_ Explanation
A Approved for publication_ _Processing and review completed.
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r i ic.� 7- `l or.-
6of7
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USGS Real -Time Water Data for USG$.A208706575 BEAVERDA..
10
http://waterd sgs.gov/nwis/dv?cb_00045=on&format--html&begi...
Title: USGS Surface -Water Daily Data for the Nation
URL: http://waterdata.usgs.gov/nwis/dv?
Page Contact Information: North Carolina NWISWeb Maintainer
Page Last Modified: 2009-09-01 14:38:32 EDT
3.09 0.91 ca04
I "�•y�l._J .mom
Tn.. vR1oE
��AMERICA
7 of 7 9/l/2009 2:39 PM

✓Element Occurrence(s)
file:///C:/Docwnents%20and%20Settings/Brian_Lowther/My%20Documents/Permits/individ...
Element Occurrence(s)
Found 25 Element Occurrence(s) within
2 miles of selected point
Scientific Name
i EO
Common
I' Date Last
; EO
EO
State
I Protection
Federal
Protection
State
Global
Habitat Comments
Nb
;Name
Observed
Rank
Accuracy
Rank
Rank
Status
Status
Carolina
Acmispon helleri
3
Birdfoot-
1988-08-15
D
Low
SR-T
FSC
S3
G3
Open woods over clay
trefoil
soils, roadsides
Carolina
Acmispon helleri
5
Birdfoot-
1990-09-02
D
Medium
SR-T
FSC
S3
G3
Open woods over clay
trefoil
soils, roadsides
Carolina
Acmispon helleri
34
Birdfoot-
1990-09-02
D
Medium
SR-T
FSC
S3
G3
Open woods over clay
trefoil
sods, roadsides
Carolina
Acmispon helleri
35
Birdfoot-
1990-09-02
D
Medium
SR-T
FSC
S3
G3
Open woods over clay
trefoil
soils, roadsides
Baptisia australis
6
Prairie Blue
2005-07-06
D
Medium
T
52
GST2
Glades and open
var. aberrans
Wild Indigo
forests on basic soils
Baptisia australis
12
Prairie Blue
1987-10-01
D
T
S2
GST2
Glades and open
var. aberrans
Wild Indigo
forests on basic soils
Baptisia australis
27
Prairie Blue
2005-07-06
C?
Very
T
S2
GST2
Glades and open
var. aberrans
Wild Indigo
High
forests on basic soils
Cardamine
10
Douglass's
1986-03-30
C
Medium
SR-P
S2
GS
Bottomlands, rich
douglassu
Bittercress
lower slopes
—+
Smooth
Very
Glades, woodlands,
Echinacea laevigata
25
Coneflower
2005-07-06
C
High
E-SC
E
SS
G2
and open areas over
mafic rocks
Diabase glades, open
-
woods especially over
Liatris squarrulosa 5
Earle's
1982-09 C Medium SR-P
S2 G4G5 mafic rocks; also
Blazing -star
loamy -sand soils in
longleaf pine -oak
sandhills
Linum sulcatum var. 1
sulcatum
Glade Flax
1951-08-11 H Very SR-P
Low
SH GSTS Diabase glades
Lithospermum 2
Hoary
1982-05-13 BC Medium SR-P
S2 G5 Diabase glades, open
canescens
Puccoon
woods over diabase
I of 2 Ill /3/2008 4:41 PM

Element Occurrence(s) file:///C:/Documents%20and%20Settings/Brian_Lowther/My%20Docwnents/Permits/Individ...
Lithospermum 7 Hoary 1986-04-24 D M diSR P Diabase glades, open !
canescens
Puccoon
a um
Parthemum
Glade Wild
very
auriculatum
34
Quinine
2005-07-06
CD
High
SR-T
Pseudognaphalium
Heller's
helleri
19
Rabbit-
1990-11
D
Medium
SR-P
Tobacco
Ruellia humilis
2
Wi d-petunia
1985-06-11
H
Medium
T
Scutellaria
Shale -barren
leonardii
1
Skullcap
1951-06-16
H
Low
SR-P
Silphium
7
Prairie Dock
2008-06-17
B
SR-P
terebinthinaceum
Silphium
terebinthinaceum
12
Prairie Dock
1986-04-24
B
Medium
SR-P
Silphium
30
Prairie Dock
2007-08-30
B
Very
SR-P
terebinthinaceum
High
Solidago rigida var.
Southeastern
glabrata
1
Bold
1988-10-17
E
Low
SR-P
Goldenrod
Solidago rigida var.
Southeastern
glabrata
7
Bold
1961-09-06
H
Low
SR-P
Goldenrod
Strophitus
undulatus
Symphyotrichum
depauperatum
Symphyotrichum
depauperatum
43 Creeper
2 Serpentine
Aster
3 Serpentine
Aster
2003-08-15
E
Medium
T
1988-08-15
B
Low
SR-D
1988-09-15
E
Low
SR-D
S2 GS
woods over diabase
S2 G3G4
Glades and openings
over mafic rocks
Dry woodlands,
S3 G3G4
openings, and glades,
especially over mafic
rocks
S1 GS
Diabase glades
S2 G4Q
Diabase glades
Diabase glades, other
S2 G4GS
open or semi -open
sites over mafic rock
Diabase glades, other
S2 G4G5
open or semi -open
sites over mafic rock
Diabase glades, other
S2 G4G5
open or semi -open
sites over mafic rock
Diabase glades, other
S2 GST4
open sites over mafic
rock
Diabase glades, other
S2 GST4
open sites over mafic
rock
Tar, Neuse, Cape Fear,
Pee Dee, and French
S2 GS
Broad systems,
perhaps other systems
in Piedmont
S1 G2
Diabase glades
S1 G2
Diabase glades
2of2 I1/3/20084:41 PM

�FR
E
01
r�
♦f, V✓
r .
0 Michael F. Easley, Governor
a
Mr. Wayne R. Bt
Veolia ES Techn:
2176 Will Suitt R
Creedmoor, NC
Dear Mr.
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
n b
\\\' _Noyemb'e 2 2005
v < `
!W1cZ
Solutions, LLC
Coleen H. Sullins, Director
Division of Water Quality
Subject: Draft NPDES Stormwater Permit
Permit No. NCS000175
Veolia ES Technical Solution, L.L.C.
Granville County
Enclosed with this letter is a copy of the draft stormwater permit for your facility. Please review the draft
very carefully to iensure thorough understanding of the conditions and requirements it contains.
The draft
1. N, P, TSS, Oi
2. All analytica
Part II Sectio
occurs durin
within 30 da
minimum of
3. Benchmarks
values requii
keeping, and
sampling res
any outfall tt
two weeks at
the sampling
parameter at
Tier guidel
monthly mor
value for twc
4. You are requ
storm events
5. You are resF
and 5.
6. The flow reF
parameter is
contains the following significant changes from this facility's current permit:
and Grease, and pH has been added to the analytical monitoring requirements.
monitoring has been set to semi-annually during a representative storm event as defined in
1 B. The permittee must also document the total precipitation for each event. If no discharge
; the sampling period, the permittee must submit a monitoring report indicating "No Flow"
s of the end of the six-month sampling period. Additionally, samples must be taken a
50 days apart, as specified in Table 2.
or analytical monitoring have been added to this draft permit. Exceedances of benchmark
the permittee to increase monitoring, increase management actions, increase record
ror install stormwater Best Management Practices (BMPs) in a tiered program. If the
]Its are above a benchmark value, or outside of the benchmark range, for any parameter at
�n the facility shall follow the Tier 1 guidelines which require a facility inspection within
d implementation of a mitigation plan within two months. If during the term of this permit,
results are above the benchmark values, or outside of the benchmark range, for any specific
t specific discharge outfall two times in a row (consecutive), then the facility shall follow the
ies which require a repetition of the steps listed for Tier 1 and also immediately institute
itoring for all parameters at every outfall where a sampling result exceeded the benchmark
consecutive samples.
red to collect all of the analytical and qualitative monitoring samples during representative
is defined in Part II Section B. Qualitative monitoring is required regardless of
! outfall status.
nsible for all monitoring until the renewal permit is issued. See Footnote 1 of Tables 1, 4,
ing requirement has been removed per DWQ revised strategy. (The total rainfall
this permit, however.)
NorthCarollna
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer service
Intemet: h2o.encstate.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
Equal Opportunity/Affirmative Action Employer— 50 % Recycled/10 b' Post Consumer Paper

I

Mr. Wa ulsiewfcz
Vedlia E 'iechnicallSolution_L..C.
Permit No. NCS000175
7. Vehicle maintenance monitoring has been revised to semi-annually in order to coincide with analytical
and qualitatil e monitoring. This requirement appears in all Individual Stormwater permits, however it
only applies ito facilities that do vehicle maintenance. If the facility begins vehicle maintenance during the
permitted timeframe then the requirements shall apply.
1. Additional giuidance is provided about the Site Plan requirements. The site map must now identify if the
receiving stream is impaired and if it has a TMDL established. It must also describe potential pollutants
in each outfa�ll. The map requirements are stated more explicitly. And, the site plan must contain a list of
significant spills that have occurred in the past three years and also must certify that the outfalls have
been inspected to ensure that they do not contain non-stormwater discharges. Additional information is
provided in Part II Section A.
2. Additional requirements for the Stormwater Management Plan have been specified in Part II Section A.
More details�regarding secondary containment are provided.
3. Additional r quirements for the Stormwater Pollution Prevention Plan have been specified in Part II
Section A. T�e plan must also be updated annually to include a list of significant spills and to certify that
the outfalls o not contain non-stormwater discharges.
4. The facility Tust now implement a semi-annual Facility Inspection Program of the site's stormwater
managemen} controls as specified in Part II Section A.
5. Information tegarding the No Exposure Exclusion has been added to this draft permit. If industrial
materials and activities are not exposed to precipitation or runoff as described in 40 CFR §122.26(g), the
facility may 4ualify for a No Exposure Exclusion from NPDES stormwater discharge permit
requirement. Additional information is provided in Part I Section A.
Please submit a comments to me no later than thirty (30) days following your receipt of the draft.
Comments show d be sent to the address listed at the bottom of this page. If no adverse comments are
received from th public or from you, this permit will likely be issued in about two months.
If you have any uestions or comments concerning this draft permit, contact Brian Lowther at [phone]
or brian.lowther ncmail.net
cc: Raleigh Reg
Stormwater
Attachments: Draft
Office
Unit
Sincerely,
Brian Lowther
Environmental Engineer
Stormwater Permitting Unit