NCG120065_Monitoring Report with Lab Results_20200513

(�Ia'cieAnalXicalq)
www.pacolabs.com
QUALITY CONTROL DATA
Project: C001709
Pace Project No.: 92470907
QC Batch: 532927 Analysis Method: SM 9222D-2006
QC Batch Method: SM 9222D-2006 Analysis Description: 9222D Fecal Coliform(MF) - RAL
Associated Lab Samples: 92470907001, 92470907002
METHOD BLANK: 2844460
Associated Lab Samples: 92470907001, 92470907002
Parameter Units
Fecal Coliforms CFU/100 mL
SAMPLE DUPLICATE: 2844462
Parameter
Fecal Coliforms
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 1.0 03/26/2012:36
92470907002 Dup
Units Result Result RPD Qualifiers
CFU/100 mL 2800 2500 11
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Results presented on this page are In the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 03/30/2020 09:31 AM without the written consent of Pace Analytical Services, LLC.
Page 5 of 10

i
aceAnalXical
www.pacelabs.ccm
ANALYTICAL RESULTS
Project: CDO1709
Pace Project No.: 92470907
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: C&D Outfall Lab ID: 92470907001 Collected: 03/25/20 08:00 Received: 03/25/20 09:31 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
MBIO 9222D Fecal Coliform RAL Analytical Method: SM 92220-2006 Preparation Method: SM 9222D-2006
Fecal Coliforms 2300 CFU/100 mL 1.0 1 03/25/2011:22 03/26/20 12:36
Sample: MSW Outfall Lab ID: 92470907002 Collected: 03/25/20 07:50 Received: 03/25/20 09:31 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
MBIO 9222D Fecal Coliform RAL Analytical Method: SM 9222D-2006 Preparation Method: SM 9222D-2006
Fecal Coliforms 2800 CFU/100 mL 1.0 1 03/25/20 11:22 03/26/20 12:36
Date: 03/30/2020 09:31 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 4 of 10

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a 1
r
FLAGS/NOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was ahalyzed 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.
PQL PQL: Practical Quantitation Limit. The PQL presented is the laboratory MRL.
N The analysis indicates the presence of an analyte for which there is presumptive evidence (850/a or greater
confidence) to make a "tentative identification".
P Greater than 25% concentration difference was observed between the primary and secondary GC column.
The lower concentration is reported.
[CALC] Calculated analyte - MDL/MRL reported to the highest reporting limit of the component analyses.
Q-01 Analysis performed outside of method - specified holding time.
QR-06 The RPD value for the LCS/LCSD was outside of QC acceptance limits.
FINAL This report relates only to the sarnp'e as received by the laboratory, and may only be reproduced in full. Page 7 cf 8

QUALITY CONTROL DATA
Classical Chemistry Parameters - Quality Control
Batch 0DO1O18 - NO PREP - Continued
Duplicate (01301018-DUP2) Prepared: 01/01J2020 11:32 Analyzed: 04/01/2020 I3:16
Source: CD03408-01
Spike Source %REC RPD
.AnW.1ft Rvwtt EWA P_QL units Level Result %REC Limits RPD Limit Notes
Total Suspended Solids 210 50 ntg/L 190 12 20
Classical Chemistry Parameters - Quality Control
Batch 0C3OOO9 - EPA 1664E
Blank (OC30009-BLK1) Prepared: 03/30/202011:49 Analyzed: 03/31/2020 17:58
Spike Source %REC RPD
.Anabu Re&lilt Eiaa PSiis U1111A Level Result %REC Limits RPD Limit Notes
Oil & Grease (HEM -SC C) Nan -Polar Material 2.70 U 5.00 mg/L
LCS (OC30009-BSI) Prepared: 03/30/2020 11:49 Analyzed: 03131/202017:58
Spike Source °%REC RPD
Ana(jtte ftult Flag PQl lln%Ls Level Result %REC Limits RPD Limit Notes
Oil & Grease (HEM-SGT) Nan -Polar Material 58.1 5.00 mg/L 79.1 74 64-132 QR-06
LCS Dup (OC30009-BSDI) Prepared: 03/30/2020 11:49 Analyzed: 03/31/2020 17:58
Spike Source %REC RPD
AtlaMe Result Flap POL Units Level Resul %REC Limits RPD Limit Notes
Oil & Grease (HEM-SGT) Non -Polar Material 98.0 5.00 mg/l. 80.0 122 64-132 51 34 QR-06
Matrix Spike (0C30009-MSI) Prepared: 03/30/2020 11:49 Analyzed: 03/31/202017:58
Source: BD00961-01
Spike Source %REC RPD
Anal vte Result flag P91 W Level Result %REC Limits RPD Limit Notes
Oil & Grease (HEM-SG-0 Non -Polar Material 94.1 •5.00 mg/L 78.1 2.70 U 120 64-132
FiNA_ This report relates only to the sample as rece ved by the laboratory, and may only be reproduce., in full. Page 6 of 8

QUALITY CONTROL DATA
Classical Chemistry Parameters - Quality Control
Batch OC30007 - Same
Blank (OC30007-BLK1) Prepared: 03/30/2020 10:40 Analyzed: 03130/202017:32
Spike Source %REC RPD
Aaalvte Re,4ult Fla4 POL units Level suLt °/aREC Limits RPD Limi Notes
Chemical Oxygen Demand 10 U 10 mg/L
LCS (OC30007-BSI) Prepared: 03/30/2020 10:40 Analyzed: 03/30/202017:32
Spike Source %REC
RPD
Analvtg
Result fig
PDL
uhm
Level Result %REC Limits RFD
Li i Notes
Chemical Oxygen Demand
510
10
mg/L
500 103 90-11C
Matrix Spike (OC30007-MS1)
Prepared: 03 /3 0/2020 10:40 Analyzed: 03/30/202017:32.
Source: CD04102-02
Spike Source %REC
RPD
Analvte
Result Fia9
POL
Units
Level Result %REC Limit s RPD
Limit Notes
Chemical Oxygen Demand
540
10
mg/L
526 35 95 90-110
Matrix Spike Dup (OC30(107-MSD1)
Prepared: 03/30/2020 10:40 Analyzed: 03/30/202017:32
Source: CD04102-02
Spike Source %REC
RPD
Analvte
Result fim
P.4.L
ubiu
Level Resul %REC Limits RPD
Limit Notes
Chemical Oxygen Demand
540
10
mg/L
526 35 96 90-110 0.8
5
Batch OC31028 - NO PREP
LCS (OC31028-BS1)
Prepared & Analyzed: 03/31/2020 15:00 '
Spike Source %REC
RPD
Anaivte
R9F_ujt .ELIO
P-QL
Wnmllu
Level Result %REC Limits RPD
Limi Notes
pH
7.0
1.0
pH
7.00 100 99-101
Duplicate (OC31028-DUP1)
Prepared & Analyzed: 03/31/2020 15:0 0
Source: CD00046-01
Spike Source %REC
RPD
Avalvte
Rewlt Ela_4
POL
units
Level Result %REC Limits RPD
Limi Notes
pH
6.5
1.0
pH
6.5 0.3
25
Batch OD01018 - NO PREP
Blank (OD01018-BLK1)
Prepared: 04/01/2020 11:32 Analy2ed: 04101/2020 13:16
Spike Source %REC
RPD
ApOlttte
Result Elito
PM
Uniu
Level ResulS °/aREC Limits RPD
Limi Notes
Total Suspended Solids
2.5 U
2.5
mg/L .
LCS (OD01018-BS1)
Prepared: 04,101/2020 11:32 Analyzed: 04/01/2020 1 3: 16
Spike
Source
%REC
RPD
alyYg
Re5-u-11 Halo RQL
unit$
Level
Result
%REC Li nkli RPD
Limit Notes
Total Suspended Solids
86 2.5
mg/L
100
86 80-120
Duplicate (0001018-DUPI)
Prepared: 04/01/2020 11:32 Analyzed: 04/01/2020 13:16
Source: CDO1709-OI
--- -. - —
-- -- -
Spike --
--Source -
— -%REG --
RPD
Anal
Result Flag RQI.
UJIM
Level
Result
%REC Limits RPD
iimft Notes
Total Suspended Solids
170 25
mg/L
150
15
20
FINAL This report relates only to the sample as received 6y t^e labo-atory, and may only Ce reproduced in full. Page 5 of 8

ANALYTICAL RESULTS
Description: C&D Outfall Lab Sample ID:CD01709-01 Received: 03/25/20 08:54 ^
Matrix: Ground Water Sampled: 03/25/20 08:00 Work Order: CDO1709
Project: Stormwater Sampled By: CLIENT
Classical Chemistry Parameters
^ ENCO Cary cefti&*d analyte fAC 5911
Analyte ICAS Numbers $esul
llaiq
Units
DF M4 "
Ratch
Method
Analyzed
By
Notes
Chemical Oxygen Demand',
61
mg/L
1 10 10
OC30007
SM 522OD-2011
03/30/2017:32
10C
pH
6.2
psi
1 1.0 1.0
OC31028
:M 4500H+B-2011
03/31/20 1S:00
UI
Q-01
Temperature for pH (deg. C)
22
pH
i
OC31028
3M 4500H+13-2011
03, 31/20 15:00
UI
Q-01
Total Suspended Solids^
150
mg/L
10 25 25
OD01018
SM 254OD-2011
04/01/20 13:16
UI
Classical Chemistry Parameters
^ EAC'OAackwn✓71e cerVfiedanaVe [AC 442]
Analyte 1CAS Numberl Results Flan
Units
DF MDL POLL
Batch
Method
Analyzed
f
No es
Oil & Grease (HEM-SGT) Non -Polar
4.18 1
mg/L
1 2.70 5.00
OC30009
EPA 16648
03/31/20 17:58
SMA
Material
Description: MSW Outfall
Lab Sample ID:CD01709-02
Received: 03/25/20 08:54
.Matrix: Ground Water
Sampled:03/25/20 07:50
Work Order: CDO1709
Project: Stormwater
Sampled By:CLIENT
Classical Chemistry Parameters
^ EACO Cary certified Inalktd pvc: 5911
Analvte f CAS Numberl Results Flaa Units DF MDL Q Batch Method Anted My Notes
Chemical Oxygen Demand^ 24 ntg/L 1 10 10 0C30007 SM 522OD-2011 03/30/20 17:32 ]OC
Total Suspended Solids^ 15 mg/L 1.33 3.3 3.3 OD01018 SM 2S40D-2011 04/01/20 13:16 UI
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. hags 4 of 8

,a;s a�as>xoarx wa+.:+�w�wcoupa�aw+.�sxw..�vm+a.
. 1-
SAMPLE DETECTION SUMMARY
Client ID: C&D Outfall
Lab ID:
CDO1709-01
Al3alM
ResultfiFlaa
MAL
PPOL
Units
Method
Notes
Chemical Oxygen Demand
61
10
10
mg/L
SM 5220D-2011
Oil & Grease (HEM-5GI) Non -Polar Material
4.18
J 2.70
5.00
mg/L
EPA 16643
pH
6.2
1.0
1.0
pH
SM 4500H+B-2011
Q-01
Temperature for pH (deg. C)
22
pH
SM 4500H+B-2011
Q-01
Total Suspended Solids
ISO
25
25
mg/L
SM 254OD-2011
Client ID: MSW Outfall
Lab ID:
CD01709-02
Anallyte
Results
Flag MD_L
R L
s
Units
Method
Notes
Chemical Oxygen Demand
24
10
10
mg/L
SM 5220D-2011
Total Suspended Solids
15
3.3
3.3
mg/L
SM 254OD-2011
FINAL This report relates only to the sample as receive l by tre laboratory, and may only be rerrodu;ed in Hill. Page 3 of 8

-4aStation Summary n'
n "th */ 11101*
Duke Forest ?forth Carolina
Morth1v Surnm r: for
March, 2020
Da
Dad
Total
Wind Air Temperature Fuel Temperature
Humidity
Derr
Wet
Baro. Total
of
of
Solar Rad.
A.- e. i : Dir. Max. Mean N ax Na
Meari Max Min Mean 11ax .%1u:
Foist
Bulb
Press. Precip.
mor:th.
ear
IV.
raph
Deg mph
Dec. falhrenlzeit
Deft. Fahrenheit
Percent
Des. Fahrenheit
in. inches
1
61
51=
3.1
251 15.0
42
5'S
24
41
6S
IS
9
'?
15
16
3_'
0.00
62)3�2
6.S
?21 29.0
?�
67
41
��
'6
3e
_'
36
45
0.00
L
63
100
5.3
?N 24.0
:6
6?
52
55
64
4S
90
9S
76
53
54
0,25
41
64
2SO
3.4275
16.0
54
61
47
52
66
40
99
3i
36
45
0.01
6-5204
3.4
39 17.0
50
55
47
50
51
44
63
$2
47
3S
44
0.00
6
66
302
6.5
31S 33.0
46
58
36
46
69
31
57
97
=1
30
39
0.00
67
25.0
44
54
3
44
6_
'9
4'
>r
2;
0.00
s
6S
31
3.2
250 17.0
46
62
2S
45
; 4
23
45
SS
19
23
36
0.00
Q
69
471
5.0
230 24.0
*^
5S
.6
53
7'
Zs
51
69
34
36
45
0.00
10
=0
172
5."
25 24.0
61
67
i6
60
70
i_
_?
S,
,9
i':
«
0.01
11
11
:95
?.=
116 16.0
631
r6
__
63
S9
4S
133
9S
42
0.00
12
�?
11'
3.0
SS 12.0
60
?
50
51
S5
44
-
97
4S
52
55
0.00
13
"'3
203
4.S
'SS 17.0
6-
74
62
65
S1
540
94
3'
: b
50
O.OS
14
"74
405
-.S
41 1S.0
60
6'
5-1
62
Ss
:0
30
46
22
?S
4
0.00
15
75
21S6
5.3
_5 _5 17.0
521
57
46
5 4
65
45
59
75
43
3S
45
0.00
16
76
260
2.-
50 14.0
49
5 7
44
52
64
44
65
83
40
3S
43
0.00
17
77
281
2.4
250 15.0
_54
64
4S
55
76
45
S5
99
69
50
1
0.01
IS
tS
3 24
3.2
106 16.0
57
66
46
SS
79
41
'9
100
57
50
5?
0.01
19
79
342
4._5
210 1 r.0
6S
80
5S
69
S6
7S
79
100
�O
61
51
0.03
20
S0
441
1.5
230.0.0
74
S.
6_5
7.
91
6-
62
S�
40
�9
64
0.00
21
81
275
4.0
30 19.0
63
'-1
4S
65
90
4S
7S
94
52
SS
0.0'
?'
SZ
345
5
65 19.0
SI
5;
44
'2
44
66
93
4S
39
45
0.01-
2 "1
S3
SS
3.2
2S7 13.0
45
50
43
46
-19
42
95
97
91
45
45-
0,31
24
SK
160
3.S
67 21.0
51
55
49
53
61
49
94
100
80
50
50
0.13
25
SS
26 i
4.7
34 15.0
50
is
51
70
43
SS
99
66
4'
4S
0.69
26
S6
415
3.2
2IS 15.0
53
62
43
55
76
3S
75
94
55
45
4S
0.00
27
S7
349
3.8
214 19.0
66
S2
51
67
94
49
78
96
4S
SS
61
0.00
?S
SS
552
=.?
226 19.0
?>
90
-
'6
9S
54
64
99
34
60
65
C=.00
29
S9
473
6.5
237 25.0
77
S'
6S
%7
9S
59
56
SO
34
59
65
0.00
30
90
493
4.5
296 23.0
68
76
5'
66
S7
49
30
42
?0
34
50
0.00
31
91
113
5.5
54 '_1.0
52
59
46
52
SS
45
b4
9'
'S
39
46
0.04
NIONTHLY STATISTICS
Total
Wind
Air Temperature
Fuel Temperature
Humidity
Dew
Wet
Baro. Total
Solar Rad.
Ave.V Dir. Max.
\Mean flax Min
Heat Max Min MeanMaxMin
Point
Bulb
Press, Precip.
Iv.
rnph
Deg mph
Des. Fahrenheit
Deg. Fahrenheit
Percent
Deg. Falrrenlreit
in. Hz. inches
Total
103 ; 4
1.99
Ave.
335
4.4
256 19.7
57.0
66..4 47.9
57.3 7'5.6
43.9
66
S6
44
44
50
ZUX.
52
1.5
33.0
77
90
6S
; 7
9S
6
95
100
91
61
65
0.69
Min.
SS
2.3
12.0
42
50
24
41
49
1S
30
42
15
16
32
0.00
Data are subject to further review and editing. Please refer any questions
to the Western, Regional Chtnate
Center.
= I ly = 1 cal. cm= = 4.1
S55 T.;cm= =
3.6555
BTU
ft= = .01163 K 1'-hr'rn=

Part B: Ve iicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
j ❑ No discharge this period?Z
Outfaq No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches
Non -polar O&G/TPH by
EPA* 1664 (SGT HEM)
Total Suspended Solids
pH
Benchmarks ==->
-
-
15 mg/L
100 mg/L or 50 mg/0
6.0 - 9.0 SU
,
z�
©(� j
G
Footnotes from Part A also apply to this Part B
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1,17er Z, or Tier 3 responses. See General Permit text.
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PARTII SECTION B.
• 2 EXCEEDANCES IN'A ROW FOR THE SAME PARAMETER ATTHE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART 11 SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail an original and one copy of this DM& including all "No Discharge" reports, within 30 days of receipt of the lab results for at end of monitoring period
Division of ater Quality
Attn: DWQ entral Files
1617 Mail S rvice Center
Raleigh, No h Carolina 27699-1617
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that �ualified'personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for. knowing violations."
I ::X
(Date)
Permit Date 11/1/2012-10/31/2017
SWU-248, last revised 10/25/2012
Page 2 of 2

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of QualityWater ; General Permit o. NCG120000
Date submitted Cry
CERTIFICATE OF COVERAGE NO. NCG
FACILITY NAME % CE
COUNTY
PERSON COLLEC_ T[NG SAMPI,ES�
LABORATORY_ LLN CO /�
Commentslon sample `olley;ion or an,
Part A:
(0b
f lam. (.iM LL
Lab Cert. #
rmwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR
SAMPLE PERIOD ❑ Jan June July -Dec
or ❑ Monthly) month
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
[]Zero -flow ❑Water Supply [:]SA
[]Other
PLEASE REMEMBER TO SIGN ON THE REVERSE 4
I1 Aln rlicrhrrrno thic norinr472
Outfall No.
Date Sample
Collected)
(mo% Collected'
24-hour rainfall
amount,
amount,
Chemical Oxygen Demand
Fecal Coiiform
Total Suspended Solids
Benchmarks =__>
-
-
120 mg/L
1000 count per 200 ml.
100 mg/L or 50 mg/L4
G
010
2_2>Q0
l
i
-
Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
2 For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement.
a See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies.
Note: Results must be reported in numerical format. For example, do not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non -
numerical format. When results are below the applicable limits, they must be reported in the format. "<XX melV where XX is the numerical value of the
detection limit, reporting limit, etc. in mg/L. Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">W.
!Vote: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or rer 3 responses. See General Permit text
Permit Date 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 1 of 2 '

ORANGE COUNTY
SOLID WASTE MANAGEMENT
1207 Eubanks Road
PO Box 17177
Chapel Hill, Norlh Carolina 27516
April 30, 2020
Annette Lucas, PE
Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
1612 Mail Service Center, 512 N Salisbury Street,
Raleigh, NC 27699-1612
RECEIVED Phone [phone]
Fax [phone]
DENR•LAND QUALITi Y
STORMNATER PE�cMITTIN('
RE: Orange County MSW & C&D Landfills, NCG120065
Enclosed is the monthly Storm water Discharge Monitoring Report for March. Orange County is currently
in Tier Il monitoring for the facility due to high TSS. There were several measurable storm/rain events
during the month of March 2020. A sample was collected from each of the two outfalls at the start of the
rain event on :March 25, 2020 approximately 30 minutes after it had begun.
The sampling results over the last twelve months for the outfalls have shown high levels of e coli following
periods of low rainfall. Results indicate that the C&D outfall and the MSW outfall exceed the threshold for
fecal coliform. The results of the analysis are entered on the enclosed Storm water DMR reporting form as
well as copies of both analyses. The MSW outfall has an exceedance for TSS.
The two landfills are surrounded by heavily wooded areas and wildlife is frequently spotted on the landfill
property which is the only way to explain fecal coliform presence in the discharge from C&D and MSW
outfalls. The C&D landfill only accepts construction and demolition debris which should not be a source
that would lead to the presence of fecal coliform. The presence of fecal coliform in the MSW outfall is most
likely from the wildlife as well as the MSW landfill was officially closed in July 2013 and officially capped
with. a subtitle D final landfill cap. The exceedance for TSS is most likely the result of the rare rainfall
events and the required mowing of the closed landfill cover.
Orange County continues to monitor the installed BMP's that help to control the amount of onsite erosion
and subsequent discharge of contaminated water. This includes monitoring of the growth of our vegetative
cover and minimizing the amount of disturbed land.
If you have any questions, please contact me via email kwitoskvLd)orangecountvn, c.ov or by phone at 919-
918-4916.
Sincerely,
Kris itosk ;�,,I p na:osal er
� Y g
Ora ounty--S61id Wit anagement"Department
Cc: Robert Williams, Director OCSWM
Bruce Woody, Assistant Director