NCG120006_MONITORING INFO_20200115

PERMIT NO.
DOC TYPE
DOC DATE
W 5
STORMWATER DIVISION CODING SHEET
NCG PERMITS
/4(- G
/a,()b�'
❑ HISTORICAL FILE
J MONITORING RI
❑ of b �u b
YYYYMMDD

/
Energizer.
January 6th,2020
Mr. Bradley Bennett
NC DEQ
Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Stormwater Discharge Outfall Monitoring Report
Dear Mr. Bennett:
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
RECEIVED
JAN 15 2020
CENTRAL FILES
DWR SECTION
Attached is the Stormwater Discharge Outfall Monitoring semi-annual report for ENERGIZER
Battery's industrial landfill as required by General Permit No. NCG 120000 for the month of
December 2019.
Pyramid Environmental Inc. was retained to perform the required stormwater sampling. The
location of our site is shown on the maps in Attachment A. A qualitative monitoring report for
Outfall A taken at the time of the sampling event is presented in Attachment 13. Laboratory
results are presented in Table 1, Attachment C, which lists all results since the installation of
Weir A. Table 2, in Attachment C, shows the historical laboratory results for Outfall #1 and
#2, which preceded Weir A. The completed Semi -Annual Stormwater Discharge Monitoring
Report is included as Attachment D.
The analysis of the December 13th sampling event from Weir A recorded the COD at 36 mg/L
and the TSS at 21.2 mg/L, therefore, the December 13" , 2019 sampling event concluded all
parameters were below the benchmark concentrations per general permit NCG 1200000.
Additionally, the sampling event reported a Fecal Coliform value of 1,800 col/100mL, which is
above the benchmark. It should be noted however, the landfill was relieved of the compliance
requirement for this benchmark because the landfill contains a single waste stream, alkaline
batteries, which cannot contribute to this benchmark. If you have any questions, please call
Julia Bowman, the Environmental Coordinator for Energizer's Asheboro facilities, at 336/672-
4546.
Sincerely,
Avt� G/�,
Steve Hall
Plant Manager

i
Energizer Battery Manufacturing, Inc.
419 Art Bryan Drive
Asheboro, N.C. 27203
cc: Paxton Arthurs — Randolph County Public Works Director
Central Files —Division of Water Quality, Raleigh

i
PVRolrA1
ENVIRONMENTAL & ENGINEERING, P.C.
RECEIVED
JAN 15 2020
Ms. Julia Bowman CENTRAL FILES
Energizer Battery Manufacturing, Inc. DWR SECTION
419 Art Bryan Boulevard
Asheboro, NC 27203
December 30, 2019
RE: Semi -Annual Stormwater Sampling and Analytical Results — 2nd Half 2019
Energizer Battery Landfill at Randolph County Landfill, Asheboro, NC
Pyramid Project # 2019-342
Energizer PO # 7000038851
Dear Ms. Bowman:
As requested by Energizer, Pyramid Environmental & Engineering, P.C. has completed the
stormwater sampling and analysis for the referenced site. The site is shown on the site location
map included in Attachment A. The Energizer Landfill is located within the Randolph County
solid waste landfill and includes one outfall (Weir A). An aerial photograph showing the location
of tile outfall is included inAttaehmentA.
Corrective Action Plan and Re-Gradine of Energizer Landfill
In November 2011, Energizer completed corrective actions at the landfill to direct all stormwater
run-off from the active and inactive landfill cells to a retention pond on the east side of the
property. Areas of the property were graded, and soil berms were constructed to direct all
stormwater to the retention pond. The purpose of the corrective actions was to improve the
quality of the stormwater run-off that leaves the property. As part of the corrective actions, the
two previously used outfalls were eliminated, and a new outfall was created (Weir A). The v-
notch weir that was previously located at outfall #02 was moved and installed on the down
gradient side of the retention pond in the riprap energy dissipation zone.
Sample Collection and Laboratory Analysis
On December 13, 2019, the stormwater samples were successfully collected at the site by Alan
McFadden of Pyramid during a representative rain event. The qualitative monitoring report was
completed for Weir A by Pyramid and is included in Attachment B. The qualitative monitoring
report describes the visual appearance of the stormwater run-off at the time of the sampling
event. No unusual conditions were observed by Pyramid.
The stormwater samples were placed on ice and transported to Research and Analytical
Laboratories, Inc. in Kernersville, North Carolina. The samples were analyzed for fecal colifolm,
total suspended solids (TSS), chemical oxygen demand (COD) and pH. In 2019, the NC Division
of Water Quality added pH to the list of required parameters for General Permit NCG 120000.
P.O. Box 16265 • Greensboro, NC 27416
503 Industrial Ave • Greensboro, NC 27406
Phone [phone] • Fax [phone] • Toll Free [phone]
Email: Infonovmmidenvironmental com
wN%w.pvmmidenvironmental com

The laboratory results of the stormwater samples are presented in Table 1, which is included as
Attachment C. As shown in Table 1, the detected concentrations of TSS and COD at Weir A do
not exceed the benchmark values specified in General Permit NCG120000 and laboratory pH
reading was within the specified range of 6.0 — 9.0.
The detected concentration of fecal coliform at Weir A (1,800 colonies/100 mis), exceeds the
benchmark value of 1,000 colonies/100 mis specified in the general permit. Energizer has
received an exemption from the DEQ for monthly sampling of fecal coliform. Regardless of the
results, the fecal coliform analysis is only required as part of the normal semi-annual sampling
events.
For comparison purposes, a table of historical analytical results for the former outfalls is also
presented in Attachment C. A copy of the laboratory report for the December 13th, 2019
sampling event is included in Attachment C.
Based on the results of the December 2019 semi-annual stormwater sampling event, monthly
sampling and analysis is not required at Weir A at this time.
Pyramid also completed the stormwater discharge monitoring report for Weir A as specified in
General Permit NCG120000. The completed monitoring report is included as Attachment D. A
representative of Energizer is required to sign page two of the monitoring report and send the
original and one copy to the address shown on page two.
The next semi-annual sampling event will be performed between January I and June 30, 2020.
The samples will be analyzed for the compounds as specified in the general permit. Please
review this information and call me at 335-3174 if you have any questions.
Sincerely,
Brett S. Higgins
Project Manager
Attachments: A, B, C, and D
Energcer Landjill Site — Semi -Annual Stormwater Sampling 12130/19
Pyramid Project 9 2019-342 2

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SITE
LOCATION
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USGS IDENTIFICATION
USGS 7.S ASHEBORO/RANDLEMAN, NC
MINUTE YAP
ORICINAI DATE: 1970/1970
PHOTOREVISION 1g81/1981
GATE:
PRIMARY HIGHWAY, HARD SURFACE
SECONDARY Hl"AY, HARD SURFACE
LIGHT -DUTY ROAD HARD OR
SCALES
1/2 0
1000
0
2000
4000
6000
1' = 2000'
ES: ►TOPOGRAPHICAL CONTOUR INTERVAL = 10 FEET
► PHOTOREVISIONS DENOTED IN PURPLE
IMPROVED SURFACE MAGNETIC
UNIMPROVED ROAD NORfM
STATE ROAD
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ATTACHMENT B

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NC®ENR
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance on filling out thisform, please visit: littp://12ort-,il.nc(leni-.org/web/`w(i/ws/`su/nl2dessw#tal)-4
Permit No.: or Certificate of Coverage No.:
Facility Name: Energizer Landfill at Randolph County Landfill
County: Randolph Phone No. 336-672-4556 RECRvEF
Inspector: _ fAI CA
Date of Inspection:
Time of Inspection:
Total Event Precipitation (inches): 1.9 to
DWR SECTION
Was this a "Representative Storm Event' or "Measureable Storm Event" as defined by the permit?
(See nformation below.)
Yes ❑ No
Please verify whether Qualitative Monitoring must be performed during a "representative storm
event" or "measureable storm event" (requirements vary, depending on the permit).
Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be
performed during a "representative storm event' or during a "measureable storm event" However
some permits do not have this requirement. Please refer to these definitions, if applicable.
A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall
and that is preceded by at least 72 hours (3 days) 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.
A "measurable storm event' is a storm event that results in an actual discharge from the t
permitted site outfall. The previous measurable storm event must have been at least 72 hours
prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter
interval is representative for local storm events during the sampling period, and the permittee
obtains approval from the local DWQ Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
Pagel of 2
SWU-242, Last modified 10/25/2012

1. Outfall Description:
Outfall No. Weir A Structure (pipe, ditch, etc.) V-notch Weir
Receiving Stream: Intermittent unnamed stream to Deep River
Describe the industrial activities that occur within the outfall drainage area:
Industrial Landfill
2. Color: Describe the color of the dis har$e using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: tt b r41At Yt,
3. Odor: Describe anyr 0 Carlo stinct odors that the discharge
weak chlorine odor, etc.): Y ,,that
i) 5e rit
have (i.e., smells strongly of oil,
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is
clear and 5 is very cloudy: f
1J 3 4 5
5. Floating Solids: Choose the number which best describes the amount of Floating solids in
the stormwater discharge, where 1 is no solids and 5 is the surface covered with Floating solids:
10 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended
solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 © 3 4 5
7. Is there any foam in the stormwater discharge? Yes No
B. Is there an oil sheen in the stormwater discharge? Yes N�
9. Is there evidence of erosion or deposition at the outfall? Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe No other obvious indicators of pollution
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition
may be indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 10/25/2012

TABLE 1
Stormwater Analytical Results for Weir A (2011 - 2019)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Date
Laboratory Results
Benchmark
Concentration per
General Permit
NCG120000
Arithmetic
Mean
WeirA
Chemical Oxygen
Demand (COD)
mg/L
11/29111
31.0
120
51.3
12/07111
202.0
01/11/12 1
24.0
04126/12
47.0
09118/12
37.0
10115/12
NA
01114/13
27.0
02/19/13
NA
10107113
72.0
01110/14
33.0
10/16/14
84.0
03/05/15
63.0
10/28/15
79.0
05117/16
37
12106116
10
04124/17
41
12120117
41
02107118
16
10111/18
42
04/05/19
52
12113/19
36
Fecal Conform
(Colonies 1100ml)
col/
100ml
11/29111
NA
1,000
2,830.8
12/07/11
NA
01/11/12
16
04/26/12
NA
09/18/12
>12,000
10/15112
NA
01/14/13
6,000
02119/13
NA
10/07/13
4,000
01/10/14
216.0
10/15/14
6,000.0
03105/15
94.0
10128115
11,200
05/17116
314
12/06116
211
04/24/17
2400
12/20/17
31
02/07118
460
10/11/18
8,600
04105119
1,120
12/13119
1,800
Page 1 of 2

TABLE 1
Stormwater Analytical Results for Weir A (2011 - 2019)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County, NC
PARAMETER
UNITS
Date
Laboratory Results
Benchmark
Concentration per
General Permit
NCG120000
Arithmetic
Mean
Weir A
Total Suspended
Solids (TSS)
J
mg/L
11/29/11
598.0
100
151.6
12/07/11
690.0
01/11/12
189.0
04/26/12
724.0
09/18/12
266.0
10116112
30.4
01114/13
62.0
02/19/13
18.0
10107113
18.0
01110/14
53.0
10115/14
37.0
03/05/15
47.7
10/28/15
14.4
05/17/16
33.6
12/06/16
12.6
04/25117
20.8
12/20/17
233.0
02/07/18
14.2
10111/18
13.0
04/05/19
87.2
12113119
21.2
PH
04/05/19
6.7
6.0-9.0
6.6
12/13119
6.50
mg& = Milligrams per lifer NS = Not Sampled NA = Not Analyzed for this parameter
ND = Not detected at or above the adjusted reporting limit
In 2019 the NC DWQ added pH as a required parameter for General Permit NCG 120000
Page 2 of 2

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011 )
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall 42
Benchmark
Concentrations
(General Permit
NCG120000)
Chemical Oxygen
Demand (COD)
mg/L
09124197
96.0
222.6
NS
656.3
120
12116/98
43.0
NS
12/21/99
74.0
NS
03115/01
48.0
1,380.0
10111/02
27.0
40.5
12110/03
304.0
384.0
08/12104
373.0
268.0
11121105
71.0
515.0
09/13/06
140.0
170.0
05128/08
190.0
430.0
10/09/08
82.0
847.0
06105/09
218.0
230.0
10/14/09
257.0
635.0
12/02/09
440.0
280.0
01121/10
340.0
1,320.0
02109/10
451.0
2,240.0
05/17/10
463.0
1,210.0
07127/10
300.0
1,420.0
08/19/10
230.0
1,300.0
01/26/11
63.0
130.0
02128/11
115.0
1,200.0
03/30/11
57.0
215.0
04/26/11
NA
277.0
07/25/11
NA
133.0
09/21/11
737
135.0
10/11/11
NA
336.0

Stormwater Analytical Results (Sept. 1997 -October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
Outfall # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Fecal Coliform
(Colonies l 100ml)
col/
t00ml
09124/97
6,000
3,728.8
NS
22.7
i
1,000
12116198
12,000
NS
12/21/99
< 1.0
NS
03115/01
2,200
< 1.0
10111/02
2,800
60.0
12/10/03
300
0.0
08112/04
>12,000
<1.0
11/21105
>12,000
0.0
09/13/06
>17,000
<2.0
05/28108
6,400
<2.0
10/09/08
1,080
<4
06/05/09
80
4.0
10/14/09
4,800.0
<4
12/02109
NA
NA
01/21110
4.0
NA
02/09110
<4
NA
05117/10
9,000.0
<1
07127110
NA
NA
08/19/10
NA
NA
01/26/11
82.0
<20
02/28111
NA
NA
03103111
NA
NA
04126111
NA
NA
07/25/11
NA
NA
09/21/11
>16,000
4.0
10/11/11
NA
NA

TABLE 2
Stormwater Analytical Results (Sept. 1997 - October 2011)
Energizer Battery Manufacturing, Inc.
Landfill Site - Randolph County
PARAMETER
UNITS
Date
Laboratory Results
Outfall # 01
Arithmetic
Mean
Outfall #1
OudalI # 02
Arithmetic
Mean
Outfall #2
Benchmark
Concentrations
(General Permit
NCG120000)
Total Suspended
Solids (TSS)
mglL
09124/97
324.0
484.8
NS
1,516.4
100
12116/98
117.0
NS
12/21/99
63.0
NS
03/15/01
26.8
56.0
10111/02
258.0
1,270.0
12/10103
780.0
315.0
08/12/04
126.0
920.0
11/21/05
114.0
76.0
09113/06
150.0
180.0
05128/08
77.0
120.0
10/09108
22.7
580.0
06/05/09
357.0
335.0
10114/09
72.0
44.5
12102/09
97.0
96.0
01/21/10
NA
271.0
02109/10
NA
432.0
05121/10
290.0
1,100.0
07/27110
NA
3,580.0
08119110
NA
210.0
01126111
510.0
550.0
02/28111
3,640.0
3,670.0
03130111
382.0
415.0
04126111
677.0
289.0
07125/11
392.0
1,510.0
09/21111
1,000
18,800.0
10/11111
1 13190
58.7
Note: Stormwater samples were not successfully collected in 2007
mg1L = Milligrams per liter NS = Not Sampled
NA = Not Analyzed for this parameter

RESEARCa & ANA�yiriW
I-AboRATORiEsP INC.
For: Pyramid Environmental
503 Industrial Avenue
Greensboro, NC 27406
Attn: Brett.Higgins
Report of Analysis
12/20/2019
3-;•iqy t'-6kiZ.
:o
W NC1134 a;Cn
t NC H37701
''• • ��7A6CTDP' � 5
Client Sample ID:
Energizer Landfill Weir A
Lab Sample ID:
76107-01
Site:
Pyramid Environmental
Collection Date:
12/13/2019 14:50
Parameter
Method
Result
Units Rep Limit Analyst Analysis Date/Time
COD
EPA 410.4
36
mg/L 5
HW 12/16/2019
Fec Coli-MF
SM 9222 D-1997
1800
col/100 ml 1
BJ 12/13/2019 1655
pH
SM 4500 H+B-2000
6.50
Std. Units
AB 12/132019 1659
Total Suspended Solids (TSS) SM 2540 D-1997
21.2
mg/L 5
AW 12/1812019
NA = not onolyzed
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P.O. Box 473 706 Short Street Kernersville, North Carolina 27284 Tel [phone] Fax: [phone] vnvw.randalabs.com Page 1
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RESEARCh & ANA1yTICA1 CHAIN OF CUSTODY RECORD
LAbORATORIES, INC.
Analytical / Process Consultations
Phone [phone] WATER lwnsre---- NIs-c
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COMPANY Pyramid Environmental
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JOB No.
2019-342
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STREETADDRESS'O•
503Industrial Avenue
PROJECT Energizer Landfill
CITY. STATE. ZIP
Greensboro, NC 27406
SNAPLER NMfE IPLFASE PRINT)
CONTACT PHONE
Brett Higgins 336-335-3174
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RECEIVEDBY

RECEIVED
JAN 15 2020
CENTRAL FILES
DWR SECTION
Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Energy, Mineral and Land Resources General Permit No. NCG120000
Date submitted December30,2019
CERTIFICATE OF COVERAGE NO. NCG12 0 0 0 6
FACILITYNAME Energizer Landfill
COUNTY Randolph
PERSON COLLECTING SAMPLES Brea Higgins- Pyramid Envuormental
LABORATORY RSA Labom ones Lab Cert. # u
Comments on sample collection or analysis:
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2019
SAMPLE PERIOD ❑ Jan -June X July -Dec
or ❑ Monthly' !month)
DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA
❑Zero -flow ❑Water Supply ❑SA
QOther class o
PLEASE REMEMBER TO SIGN ON THE REVERSE -)
❑ No discharge this period2
Curtail No.
Date Sample
Collected'
(mo/dd/yr)
24-hour rainfall
amount,
Inches' ,
Chemical Oxygen
Demand
mg/L
Fecal Coliform
Colonies per 100 ml.
Total Suspended
Solids
mg/L
PH'
Standard Units
Benchmarks
_
-
220
1000
100 or 50'
6.0-9.0
Parameter Code
-
46529
00340
31616
C0530
00400
Weir
12/13119
1.76
36
1,800
21.2
6.50
' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall.
' For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here.
3 The 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.
45ee General Permit text, Table 1, 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 nri, where XX is the numerical value of the
detection limit, reporting limit, etc. in ni Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX".
Note: If you report a sample value In excess of the benchmark, you must Implement Tier 1, Tier 2, or Tier responses. See General Permit text.
Permit Date: 11/1/2018-S/31/2021 SWU-248, last revised 11/1/2018
Page 1 of 2

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
No discharge this period'
Outfall No.
Date Sample Collected'
(mo/dd/yr)
24-hour rainfall amount,
Inches'
Non -Polar Oil & Grease
mg/L
Total Suspended Solids,
ni
New Motor or Hydraulic Oil Usage,
gal/man
Benchmarks
-
-
15
100 or SIN
—
Parameter Code
-
46529
00552
CO530
NCOIL
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, TierZ or Tier3 responses. See General Permit text.
FOR PART A AND PART B MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER I REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO Q
IF YES, HAVE YOU CONTACTED THE DEMUR REGIONAL OFFICE? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mall on orlg/nal copy of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results (or at end ofmonitorina period In the
case of "No Discharge"reports) to
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"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 qualified 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. I
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
Signature of Permittee
Permit Date: 11/i/2018-5/31/2021
Date
SWU-248, last revised 11/1/2018
Page 2 of 2

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
(- G % a, v W
DOC TYPE
❑ HISTORICAL FILE
MONITORING REPORTS
DOC DATE
❑ b C�-u to ) S
YYYYMMDD

W%A)
STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
4L G Ou o 3
DOC TYPE
❑ HISTORICAL FILE
11 MONITORING REPORTS
DOC DATE
❑C� 1
YYYYM M D D

Field Operations Department
City of Greensboro
GREENSBORO
December 31, 2019
Brandon Wise, Water Quality Supervisor
North Carolina Department of Environmental Quality
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Reference: City of Greensboro -White Street Landfill
NPDES General Permit NCG120000
COC Number NCG120013
Dear Mr. Wise:
JAN X 0, zJ jo
This letter shall serve as an update to the April 24, 2019 letter. Analytical results for December 2019
showed benchmark exceedances of chemical oxygen demand (COD) i fall:b01 and Total Suspended
Solids (TSS) in Outfalls 001, 004 and 005. For this new permit period beginni gLNovember 2018, these
results place all outfalls into a Tier I designation. The permit term results for Outfalls 001, 004 and 005
are summarized below:
Outfall
Collection
Date
COD
Benchmark 120mg/L
TSS
Benchmark 100mg/L
Comments
001
04/05/19
85
13
12/17/19
193
870
Tier I for COD and TSS
004
04/05/19
224
80
Tier I for COD
12/17/19
153.6
123
Tier I for TSS
005
04/05/19
51
38
12/17/19
190.7
181
Tier Ifor TSS
The December 2019 sampling event shall serve as the second semi-annual event for the facility, required
under NPDES General Permit NCG120000.
Sincerely,
Lorien Deaton,
Environmental Service Analyst
Field Operations Department
Cc: Richard P. Lovett, Environmental Services Support Manager
RECEIVED
JAN 10 2020
CENTRAL FILES
DWR SECTION

Semi-annual Stormwater Discharge Monitoring Report
for North Carolina Division of Water Resources General Permit No. NCG120000
Date submitted 1/3/2019
CERTIFICATE OF COVERAGE NO. NCG12 0 0 1 3
FACILITYNAME While Street Landfill
COUNTY Guilford
PERSON COLLECTING SAMPLES Lorien R. Deaton
LABORATORY Pace
Lab Cent. # 12
Comments on sample collection or analysis:
001 Semi-annual / 004,005 Quarterly Sample
Part A: Stormwater Benchmarks and Monitoring Results
SAMPLE COLLECTION YEAR 2019
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 a
No discharge this period ?2
Outfall No.
Date Sample
�
Collected
(mo/dd/yr)
24-hour rainfall
amount,
Inches'
Chemical Oxygen Demand
Fecal Coliform
Total Suspended Solids
Benchmarks =__>
-
-
120 mg/L
1000 count per 100 mL
100 mg/L or 50 mg/L4
001
12/17/2019
0.45
193
4000
870
004
12/17/2019
0.45
53.6
3800
123
005
12/17/2019
0.45
90.7
2400
181
' 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.
4 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 me/L", 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 ">XX".
Note: If you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 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

Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month.
❑ No discharge this period?2
Outfall 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/L°
6.0 — 9.0 SU
004
12/17/2019
0.45
<5
123
8.1
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, Tier 2, or Tier 3 responses. See General Permit text.
FOR PART A AND PART 8 MONITORING RESULTS:
• A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B.
• TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANYONE OUTFALL? YES ❑ NO Q
IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO ❑E
REGIONAL OFFICE CONTACT NAME: _ j3(ane)(Wl I L) i 5,e-
Mail an original and one copy of this DMR, including all "No Discharge" reports, within 30 days of receipt of the lab results (or at end of rn
in the case of "No Discharqe" reports) to:
Attn: DWR Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"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 qualified 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
am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
1/3/2019
(Date)
Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012
Page 2 of 2

aceAnalytical
w pacelabsxom
December 24, 2019
Richard P Lovett
City of Greensboro Field Operations Department
401 Patton Ave
Greensboro, NC 27406
RE: Project: COG White Street Landfill
Pace Project No.: 92457795
Dear Richard Lovett:
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on December 17, 2019.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual,
where applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Amanda Payne
[e-mail]
[phone]
Project Manager
Enclosures
cc Lorien Koontz, City of Greensboro Field Operations
Department
Anna Stoddard, City of Greensboro Field Operations
Department
G9'90R4A'0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 19

aceAnalytical
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
NC 28078
(�5Huntersville,
www.pacelabsxom
[phone]
CERTIFICATIONS
Project: CoG White Street Landfill
Pace Project No.: 92457795
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
South Carolina Certification #: 99006001
Louisiana/NELAP Certification # LA170028
Florida/NELAP Certification #: E87627
North Carolina Drinking Water Certification #: 37706
Kentucky LIST Certification #: 84
North Carolina Field Services Certification #: 5342
VirginiaNELAP Certification #: 460221
North Carolina Wastewater Certification #: 12
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
North Carolina Wastewater Certification #: 40
Florida/NELAP Certification #: E87648
South Carolina Certification #: 99030001
Massachusetts Certification #: M-NC030
Virginia/VELAP Certification #: 460222
North Carolina Drinking Water Certification #: 37712
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 19

aceAnalytical
ww.pacelabs.c010
Project: CoG White Street Landfill
Pace Project No.: 92457795
Lab ID Sample ID
92457796001 O utf a 11001
92457795002 Outfall 004
92457795003 Outfall 005
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
69_\toWIll z/_1Ar0101011P111111
Method
Analysts
Analytes
Reported
Laboratory
EPA1664B
HH
1
PASI-C
SM 9222D-2006
KDF
1
PASI-C
SM 2540D-2011
CEH
1
PASI-A
SM 5220D-2011
NAL
1
PASI-A
EPA 1664B
HH
1
PASI-C
EPA 200.7 Rev 4.4 1994
DS
3
PASI-A
SM 9222D-2006
KDF
1
PASI-C
SM 254OD-2011
CEH
1
PASI-A
TKN+NO3+NO2 Calculation
DMN
1
PASI-A
EPA 351.2 Rev 2.01993
MFO
1
PASI-A
EPA 3532 Rev 2.01993
CJH1
1
PASI-A
EPA 365.1 Rev 2.01993
CJH1
1
PASI-A
SM 5220D-2011
NAL
1
PASI-A
EPA 16648
HH
1
PASI-C
EPA 200.7 Rev 4.4 1994
DS
3
PASI-A
SM 9222D-2006
KDF
1
PASI-C
SM 254OD-2011
CEH
1
PASI-A
TKN+NO3+NO2 Calculation
DMN
1
PASI-A
EPA 351.2 Rev 2.0 1993
MFO
1
PASI-A
EPA 353.2 Rev 2.01993
CJH1
1
PASI-A
EPA 365.1 Rev 2.01993
CJH1
1
PASI-A
SM 5220D-2011
NAL
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 19

aceAnalytical
W Pacelabsxcrn
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: CoG White Street Landfill
Pace Project No.: 92457795
Sample: Outfall 001 Lab ID: 92457795001 Collected: 12/17/1908:20 Received: 12/17/1910:15 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Oual
HEM, Oil and Grease
Analytical Method: EPA 1664B
Oil and Grease
ND mg/L
5.0 1 12/23/19 13:32
MBIO 9222D Fecal Coliform CHT
Analytical Method: SM 9222D-2006
Preparation Method: SM 9222D-2006
Fecal Coliforms
4000 CFU/100 mL
1.0 1 12117/1916:19 12/18/1914:38
2540D Total Suspended Solids
Analytical Method: SM 2540D-2011
Total Suspended Solids
870 ni
125 1 12/19/19 05:57
5220D COD
Analytical Method: SM 5220D-2011
Preparation Method: SM 5220D-2011
Chemical Oxygen Demand
193 mg/L
25.0 1 12/19/19 17:12 12/19/1919:53 M1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, L-C. Page 4 of 19

6
aceAnalytical
www.pacelabstorn
ANALYTICAL RESULTS
Project: CoG White Street Landfill
Pace Project No.: 92457795
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: Outfall 004
Lab ID: 92457795002 Collected: 12/17/19 08:45 Received: 12/17/1910:15 Matrix: Water
Parameters
Results Units Report Limit DF Prepared Analyzed CAS No. Oual
HEM, Oil and Grease
Analytical Method: EPA 1664B
Oil and Grease
NO mg/L 5.0 1 12/23/19 13,32
200.7 MET ICP
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Copper
13.8 ug/L 5.0 1 12/18/1901:18 12/22/1900:15 7440-50-8
Lead
14.0 ug/L 5.0 1 12/18/1901:18 12/22/1900:15 7439-92-1
Zinc
51.9 ug/L 10.0 1 12/18/19 01:18 12/22/19 00:15 7440-66-6
MBIO 9222D Fecal Coliform CHT
Analytical Method: SM 9222D-2006 Preparation Method : SM 9222D-2006
Fecal Coliforms
3800 CFU/100 mL 1.0 1 12/17/19 16:19 12/18/19 14:38
2540D Total Suspended Solids
Analytical Method: SM 254OD-2011
Total Suspended Solids
123 mg/L 25.0 1 12/19/19 05:57
Total Nitrogen Calculation
Analytical Method: TKN+NO3+NO2 Calculation
Total Nitrogen
1.5 mg/L 0,52 1 12/23/19 10:48
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2 Rev 2.0 1993 Preparation Method: EPA 351.2 Rev 2.0 1993
4itrogen, Kjeldahl, Total
1.1 mg/L 0.50 1 12/19/19 17:05 12/20/19 06:35 7727-37-9
353.2 Nitrogen, N021NO3 pres.
Analytical Method: EPA 353.2 Rev 2.0 1993
Nitrogen, NO2 plus NO3
0.40 mg1L 0.040 1 12/20/19 13:44
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
0.21 mglL 0.050 1 12/22/1917:00 12/23/1913:55 7723-14-0
5220D COD
Analytical Method: SM 5220D-2011 Preparation Method: SM 5220D-2011
Chemical Oxygen Demand
53.6 mg/L 25.0 1 12/19/19 17:12 12/19/1919:54
Date: 12/24/2019 12:22 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the wntten consent of Pace Analytical Services, L-C.
Page 5 of 19

aceAnalytical s
w .pacelabs.cem
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)8759092
Project: CoG White Street Landfill
Pace Project No.: 92457795
Sample: Outfall 005 Lab ID: 92457795003 Collected: 12117/1909:05 Received: 12/17/1910:15 Matrix: Water
Parameters
HEM, Oil and Grease
Oil and Grease
200.7 MET ICP
Copper
Lead
Zinc
MBIO 9222D Fecal Coliform CHT
Fecal Coliforms
Results Units Report Limit DF Prepared Analyzed CAS No. Oual
Analytical Method: EPA 1664B
ND mg/L 5.0 1 12/23/19 13:32
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
20.9 ug/L 5.0 1 12/18/19 01:18 12/22/19 00:18
7440-50-8
11.8 ug/L 5.0 1 12/18/19 01:18 12/22/19 00:18
7439-92-1
42.7 ug/L 10.0 1 12/18/19 01:18 12/22/19 00:18
7440-66-6
Analytical Method: SM 92220-2006 Preparation Method: SM 9222D-2006
2400 CFU/100 mL 1.0 1 12/17/19 16:19 12/18/19 14:38
2540D Total Suspended Solids
Analytical Method: SM 254OD-2011
Total Suspended Solids
181 mg/L 33.3 1 12/19/19 05:58
Total Nitrogen Calculation
Analytical Method: TKN+NO3+NO2 Calculation
Total Nitrogen
2.0 mg/L 0.52 1 12/23/19 10:48
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2 Rev 2.0 1993 Preparation Method: EPA 351.2 Rev 2.0 1993
Nitrogen, Kjeldahl, Total
1.5 mg/L 0.50 1 12/19/19 17:05 12/20/19 06:36 7727-37-9
353.2 Nitrogen, N021NO3 pres.
Analytical Method: EPA 353.2 Rev 2.0 1993
Nitrogen, NO2 plus NO3
0.50 mg/L 0.040 1 12/20/19 13:45
365.1 Phosphorus, Total
Analytical Method: EPA 365.1 Rev 2.0 1993 Preparation Method: EPA 365.1 Rev 2.0 1993
Phosphorus
1.1 mg/L 0.050 1 12/2211917:00 12/23/1913:55 7723-14-0
5220D COD
Analytical Method: SM 5220D-2011 Preparation Method: SM 5220D-2011
Chemical Oxygen Demand
90.7 mg/L 25.0 1 12/19/19 17:12 12/19/19 19:56
Date: 12/24/2019 12:22 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
D6,u2
Page 6. of 19

aceAnalytical
r Ielcelahsxom
QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28075
[phone]
Project:
CoG White Street Landfill
Pace Project No.:
92457795
QC Batch:
516302 Analysis Method: EPA 1664B
QC Batch Method:
EPA 1664E Analysis Description: 1664 HEM, Oil and Grease
Associated Lab Samples:
92457795001, 92457795002, 92457795003
METHOD BLANK: 2766250 Matrix: Water
Associated Lab Samples: 92457795001, 92457795002, 92457795003
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Oil and Grease mg/L NO 5.0 12/23/19 13:24
LABORATORY CONTROL SAMPLE:
2766251
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
e/ Rec
Limits
Qualifiers
Oil and Grease
mg/L
40 36.3
91
78-114
MATRIX SPIKE SAMPLE:
2766252
92456757002 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Oil and Grease
mg/L
27.0 40
60.5
84
78-114
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: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, LLC.
Page 7 of 19

aceAnalytical
,swilacelabs.cam
QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: CoG White Street Landfill
Pace Project No.: 92457795
QC Batch: 515409
Analysis Method:
EPA 200.7 Rev 4.4 1994
OC Batch Method: EPA 200.7 Rev 4.4 1994
Analysis Description:
200.7 MET
Associated Lab Samples: 92457795002. 92457795003
METHOD BLANK: 2761931
Matrix: Water
Associated Lab Samples: 92457795002, 92457795003
Blank Reporting
Parameter Units
Result Limit
Analyzed Qualifiers
Copper ug/L
NO
5.0 12121/1922:45
Lead ug/L
NO
5.0 12/21/19 22:45
Zinc ug/L
NO
10.0 12/21/19 22:45
LABORATORY CONTROL SAMPLE: 2761932
Spike LCS
LCS %Rec
Parameter Units
Cone. Result
%Rec Limits Qualifiers
Copper ug/L
500 467
93 85-115
Lead ug/L
500 469
94 85-115
Zinc ug/L
500 463
93 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2761933
MS
92456507001
Spike
Parameter
Units
Result
Conc.
Copper
ug/L
0.056
500
mg/L
Lead
ug/L
NO
500
Zinc
ug/L
0.023
500
mg/L
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
2761935
MS
92457373003
Spike
Parameter
Units
Result
Conc.
Copper
ug/L
360
500
Lead
ug/L
233.
500
Zinc
ug/L
1540
500
2761934
MSD
Spike MS MSD MS MSD % Rec
Conc Result Result % Rec % Rec Limits RPD
500 541 543 97 97 70-130 0
500 489 485 97 97 70-130 1
500 516 516 99 99 70-130 0
2761936
MSD
Spike MS MSD MS MSD % Rec
Conc. Result Result % Rec % Rec Limits RPD
500 858 850 100 98 70-130 1
500 691 684 92 90 70-130 1
500 1990 1980 90 88 70-130 1
Results presented on this page are In the units indicated by the "Units' column except where an alternate unit Is presenter) to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced except in full,
Date: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, L-C.
Qual
Qual
Page 8 of 19

aceAnalytical
vlmis.pacelabs.cpm
QUALITY CONTROL DATA
Project: CoG While Street Landfill
Pace Project No.: 92457795
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Balch:
515381
Analysis
Method:
SM 9222D-2006
QC Batch Method: SM 9222D-2006
Analysis
Description:
9222D Fecal Cofform(MF) - CHT
Associated
Lab Samples: 92457795001, 92457795002,
92457795003
METHOD BLANK: 2761791
Matrix:
Water
Associated Lab Samples:
92457795001, 92457795002,
92457795003
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Fecal Coliforms
CFU/100 mL
ND
1.0
12/18/19 14:38
SAMPLE DUPLICATE:
2761792
92457795003
Dup
Parameter
Units
Result
Result
RPD Qualifiers
Fecal Coliforms
CFU/100 mL
2400
600
120 D6,u2
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 resuR.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, LLC.
Page 9 of 19

aceAnalytical
www.pacelabs.com
QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
huntersville, NC 28078
[phone]
Project: CoG White Street Landfill
Pace Project No.: 92457795
QC Batch: 515681
Analysis Method:
SM 2540D-2011
QC Batch Method: SM 254OD-2011
Analysis Description:
2540D Total Suspended Solids
Associated Lab Samples: 92457795001, 92457795002, 92457795003
METHOD BLANK: 2763259
Matrix:
Water
Associated Lab Samples: 92457795001, 92457795002, 92457795003
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Total Suspended Solids
ri
ND
2.5 12/19/19 05:53
LABORATORY CONTROL SAMPLE:
2763260
Spike
LCS
LCS %Rec
Parameter
Units
Conc.
Result
% Rec Limits Qualifiers
Total Suspended Solids
mg/L
250
236
94 90-110
SAMPLE DUPLICATE: 2763290
92457843003
Dup
Parameter
Units
Result
Result
RPD Qualifiers
Total Suspended Solids
mg/L
38.3
41.4 8
SAMPLE DUPLICATE: 2763291
92457795001
Dup
Parameter
Units
Result
Result
RPD Qualifiers
Total Suspended Solids
mg/L
870
855 2
Results presented on this page are in the units indicated by the"Units" column except where an alternate unit is presenter) to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/24/201912:22 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 19

aceAnalytical
wwa.pacelabscoan
QUALITY CONTROL DATA
Project: CoG White Street Landfill
Pace Project No.: 92457795
QC Batch: 515759 Analysis Method: EPA 351.2 Rev 2.0 1993
QC Balch Method: EPA 351.2 Rev 2.0 1993 Analysis Description: 351.2 TKN
Associated Lab Samples: 92457795002, 92457795003
METHOD BLANK: 2763499 Matrix: Water
Associated Lab Samples: 92457795002, 92457795003
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Kjeldahl, Total mg/L ND 0.50 12/20/19 06:22
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Hunlersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 2763500
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Kjeldahl, Total mg/L 10 9.3 93 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2753501
2763502
MS
MSD
92457269001 Spike
Spike
MS MSD
MS MSD A Rec
Parameter Units Result Conc.
Conc.
Result Result
% Rec % Rec Limits RPD Qua[
Nitrogen, Kjeldahl, Total mg/L 0.74 10
10
11.0 11.1
103 103 90-110 1
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: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, L-C.
Page 11 of 19

lace Analytical
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QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kirl Ave. Suite 100
Hunterseille, NC 28078
[phone]
Project. CoG White Street Landfill
Pace Project No.: 92457795
QC Batch: 515953
Analysis Method: EPA 353.2 Rev 2.0 1993
OC Batch Method: EPA 353.2 Rev 2.0 1993
Analysis Description: 353.2 Nitrate + Nitrite, preserved
Associated Lab Samples: 92457795002, 92457795003
METHOD BLANK: 2764680
Matrix:
Water
Associated Lab Samples: 92457795002, 92457795003
Blank
Reporting
Parameter Units
Result
Limit
Analyzed Qualifiers
Nitrogen, NO2 plus NO3 mg/L
ND 0.040
12/20/1913:27
LABORATORY CONTROL SAMPLE: 2764681
Spike
LCS
LCS % Rec
Parameter Units
Conc.
Result
% Rec Limits Qualifiers
Nitrogen, NO2 plus NO3 mg/L
2.5
2.5
101 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2764682
2764683
MS
MSD
92457351001
Spike
Spike MS
MSD MS MSD
% Rec
Parameter Units Result
Conc.
Conc. Result
Result % Rec % Rec
Limits RPD Qual
Nitrogen, NO2 plus NO3 mg/L ND
2-5
2.5 1.7
1.7 67 67
90-110 1 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2764684
2764685
MS
MSD
92457576001
Spike
Spike MS
MSD MS MSD
% Rec
Parameter Units Result
Conc.
Conc. Result
Result % Rec % Rec
Limits RPD Dual
Nitrogen, NO2 plus NO3 mg/L 0.074
2.5
2.5 2.5
2.5 96 95
90-110 1
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: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, L-C.
Page 12 of 19

aceAnalytical
www.pacelabs.com
QUALITY CONTROL DATA
Project: CoQ White Street Landfill
Pace Project No.: 92457795
QC Batch: 516237 Analysis Method: EPA 365.1 Rev 2.0 1993
QC Batch Method: EPA 365.1 Rev 2.0 1993 Analysis Description: 365.1 Phosphorus, Total
Associated Lab Samples: 92457795002, 92457795003
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntesville, NC 28078
[phone]
METHOD BLANK: 2766014
Matrix:
Water
Associated Lab Samples: 92457795002, 92457795003
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Phosphorus
al
ND
0,050
12/23/1913:43
LABORATORY CONTROL SAMPLE:
2766015
Spike
LCS
LCS %Rec
Parameter
Units
Conc.
Result
%Rec Limits Qualifiers
Phosphorus
mg/L
2.5
2.5
99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2766016
2766017
MS
MSD
92457576001 Spike
Spike
MS
MSD MS MSD
% Rec
Parameter Units Result Conc.
Conc.
Result
Result %Rec %Rec
Limits RPD Qual
Phosphorus mg/L 0.059 2.5
2.5
2.6
2.6 102 102
90-110 0 '
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2766018
2766019
MS
MSD
92457653001 Spike
Spike
MS
MSD MS MSD %Rec
Parameter Units Result Conc.
Conc.
Result
Result % Rec % Rec Limits RPD Qual
Phosphorus mg/L 0.052 2.5
2.5
2.6
2.5 100 99 90-110 1
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,
Dale: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, LLC.
Page 13 of 19

(�5a?eAnaljdical'
www.pacelabs.cara
QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Hunlerwille, NC 28078
[phone]
Project: CoG White Street Landfill
Pace Project No.: 92457795
QC Batch: 515648
Analysis Method: SM
5220D-2011
QC Batch Method: SM 5220D-2011
Analysis Description: 5220D COD
Associated Lab Samples: 92457795001, 92457795002,
92457795003
METHOD BLANK: 2763111
Matrix: Water
Associated Lab Samples: 92457795001, 92457795002,
92457795003
Blank Reporting
Parameter Units
Result Limit
Analyzed Qualifiers
Chemical Oxygen Demand mg/L
ND 25.0
12/19/19 19:51
LABORATORY CONTROL SAMPLE: 2763112
Spike LCS
LCS % Rec
Parameter Units
Conc. Result
% Rec Limits
Qualifiers
Chemical Oxygen Demand mg/L
750 760
101 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2763113
2763114
MS MSD
92457795001
Spike Spike MS
MSD MS
MSD
% Rec
Parameter Units Result
Conc. Conc. Result
Result %Rec
%Rec
Limits RPD Qual
Chemical Oxygen Demand mg/L. 193
100 100 306
306 113
113
90-110 0 Ml
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2763115
2763116
MS MSD
92457795002
Spike Spike MS
MSD MS
MSD
% Rec
Parameter Units Result
Conc. Conc. Result
Result %Rec
%Rec
Limits RPD Qual
Chemical Oxygen Demand mg/L 53.6
100 100 158
162 104
109
90-110 3
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: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, LLC.
Page 14 of 19

aceAnalytical
w .pacelal sxart
QUALIFIERS
Project: CoG White Street Landfill
Pace Project No.: 92457795
DEFINITIONS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL- Adjusted Method Detection Limit.
PQL- Practical Quanlitation Limit.
RL- Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyle in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPAguidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylaminedecomposesand cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyle is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
Ml Matrix spike recovery exceeded QC limits. Balch accepted based on laboratory control sample (LCS) recovery.
u2 Colonies are too numerous to count. Actual result may be greater than reported.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 19

aceAnalytical
www.pacelabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project:
Pace Project No.:
CoG White Street Landfill
92457795
Analytical
Lab ID
Sample ID
OC Batch Method
QC Batch
Analytical Method
Batch
92457795001
Outfall 001
EPA 1664B
516302
92457795002
Outfall 004
EPA 1664B
516302
92457795003
Outfall 005
EPA 1664B
516302
92457795002
Outfall 004
EPA 200.7 Rev 4.4 1994
515409
EPA 200.7 Rev 4.4 1994
515419
92457795003
Outfall 005
EPA 200.7 Rev 4.4 1994
515409
EPA 200.7 Rev 4.4 1994
515419
92457795001
Outfall 001
SM 9222D-2006
515381
SM 9222D-2006
515382
92457795002
Outfall 004
SM 9222D-2006
515381
SM 9222D-2006
515382
92457795003
Outfall 005
SM 9222D-2006
515381
SM 9222D-2006
515382
92457795001
Outfall 001
SM 2540D-2011
515681
92457795002
Outfall 004
SM 2540D-2011
515681
92457795003
Outfall 005
SM 2540D-2011
515681
92457795002
Outfall 004
TKN+NO3+NO2
516334
Calculation
92457795003
Outfall 005
TKN+NO3+NO2
516334
Calculation
92457795002
Outfall 004
EPA 351.2 Rev 2.0 1993
515759
EPA 351.2 Rev 2.0 1993
515932
92457795003
Outfall 005
EPA 351.2 Rev 2.0 1993
515759
EPA 351.2 Rev 2.0 1993
515932
92457795002
Outfall 004
EPA 353.2 Rev 2.0 1993
515953
92457795003
Outfall 005
EPA 353.2 Rev 2.0 1993
515953
92457795002
Outfall 004
EPA 365.1 Rev 2.0 1993
516237
EPA 365.1 Rev 2.0 1993
516393
92457795003
Outfall 005
EPA 365.1 Rev 2.0 1993
516237
EPA 365.1 Rev 2.0 1993
516393
92457795001
Outfall 001
SM 5220D-2011
515648
SM 5220D-2011
515896
92457795002
Outfall 004
SM 5220D-2011
515648
SM 5220D-2011
515896
92457795003
Outfall 005
SM 5220D-2011
515648
SM 5220D-2011
515896
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/24/2019 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 19

Document Name:
Document Revised: February 7, 2018
aceAnalytical•
Sample Condition U on Recei t(SCURI
Page 1 of 2
Document No.:
Issuing Authority:
/
F-CAR-CS-033-Rev.06
Pace Carolinas quality Office
Laboratory receiving samples:
Asheville ❑ Eden❑ Greenwood ❑ Huntersvllle
Client Name:
T Project p:
- - - G�v�, or---
Courier: ❑-
Ew ❑UPS ❑USPS ❑Client
❑Commercial ace ❑Other:_
Custody Seal Present? ❑Yes No Seals Intact? ❑Yes ❑No
Cate/Initials Person Examining
Mechanicsville❑
Packing Material: ❑Bubble Wrap ❑Ii Bags ❑None ❑ Other Biological Tissue Frozen?
Thermometer, ❑Yes ❑Ko ❑N/A
IRGun 10:: 92TO58 Type of ice: et ❑BNe ❑None
Cooler Temp ('C): )- U Correction Factor: Add/Subtract ('C) O.O°C
Temp should be above freezing to 6'C
Cooler Temp Corrected ('C): >'� ❑Samples ouval' temperiteria. Samples on ice, cooling process
hasbegun
USDA Regulated Suit( N/A, waLer sample)
Did samples an to m a quarantine zone within the United States: CA, NY, or SC (check maps)? Did samples ariglnate from aforeign source (internationally,
n,.Lidino Hawaii and Pnertn Ricci? i-TYes F
Comments/Discrepancy;
Chain of Custody Present7
0<1
ONO
❑N/A
1.
Samples Arrived within Hold Time?
. Yes
[:]No
❑N/A
2.
Short Hold Time Analysis(<72 hr.)?
I�a->�
NA y
3.
Rush Turn Around Time Requested?
[]Yes
O<
❑N/A
4.
Sufficient Volume? _
Yes
[]No
❑N/A
S.
Correct Containers Used?
Yes
ONO
❑N/A
6.
-Pace Containers Used?
SC
[:]No
❑N/A
'
Containers intact?
2 es
ONO
❑N/A
7.
Dissolved analysis: Samples Field Filtered?
❑Yes
ONO
N/A
B.—
Sample Labels Match CDC?
J2rJ
ONO
❑N/A
9.
-Includes Dale/Time/ID/Analysis Matrix:
A❑No
Headspace in VOA Vials (>S-Gmm)?
[]Yes
N/A
10.
Trip Blank Present?
❑Yes
No
lZJrl/A
11.
Trip Blank Custody Seals Present?
❑Yes
ONO
:J/A
COMMENTS/SAMPLE DISCREPANCY
Lot ID of split contai ,ers:
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Cate/Time:
Project Manager SCURF Review: h'IM ('
Project Manager SRF Review:
Field Data Required? ❑Yes ONO
Date: /ail (� I
Date: Z
Page 17 of 19

Document Name:
Dpcumen[ Revised: February 7, 2018
i ace Analytical'
Sample Condition Upon Recelpt SCURI
Page 1 of 2
Document No.:
Issuing Authority:
P-CAR-CS-033-Rev.06
Pace Carolinas Quality Office
*Check mark top half of box if pH and/or dechlorination Is
verified and within the acceptance range for preservation
samples.
- - - Exceptions: VOA, Caliform, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
"Bottom half of box Is to list number of bottle
Project s
PM: AP Due Date: 12/24/19
CLIENT: 92—CityefG50
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pH Adjustment Log for Preserved Samples
Sample to
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
'.Amount of Preservative
added
Lot
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, acopy of this form ww oe sent to the Nunn Larouna MUNK t.emricauon Office p. e.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Page 18 of 19

7.1
'�ere:,rv:3r. CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section D Section C
Required Client lnformelion: Required Project Information: Invoice lnformorivn: Pa e : , Of ,
C.m.y. Clly of Greensboro lReport TO'. L6r;e-n DP,5u{nt Allenlion:
Address: 401 Pallpn Ave Copy To U Company Norte:
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CHAIN-OF-Cl-lb. �DY If Analytical Request Document
' crArla/yfKa1 The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A - Section B Section C
Required Client Information: Required Project Information: Invoice Information: Pa e : 1 Of 1
Company: City of Greeruboro I Report To: ,L6 r; e-0 Oeak oc-) Attention[
Atldress: 401 Patton Ave Copy To: Company Name:
GreensboroY
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Phone: "NONE IF..
Project Name. CoG White Street Landfill
Pace Project Manager. amandapayne paccabs.com,
I-S_SR;zn i'35'=n State LLocaUbn
Requested Due Date: ^
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=I -
[nvirenmen lal
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance onfilling oul this fora; please visit Mips://deq.ne.gov/aboti /divisiotis/energy-mineral-land-resources/
npd es -storm w ate r-gps
Permit No.: N/C/, G ./ I, /2,/0 ,/ 0, /0 / 0 / or Certificate of Coverage No.: N/C/G/ I / 2 / 0 ./0 / 1 / 3 /
Facility Name: White Street Landfill
County: Guilford
Inspector: Lorien Deaton
Date of Inspection: I:
Time of Inspection: 17e5I�D
Total Event Precipitation (inches): O.LAS tt
Phone No. 336-209-8934
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event" is a stonn event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the permittee obtains approval from the local DEMLR
Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
1. Outfall Description:
Outfall No. 001, Structure (pipe, ditch, etc.): bt+cln
Receiving Stream:
Describe the industrial activities that occur within the Outfall drainage area:
Page I of
SWU-242, Lan modified 06/0I t2015

2. Color: Describe the color of the di
(light, medium, dark) as descriptors:
using basic colors (red, brown, blue; etc.) and tint
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): 11C)ne'
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
1 2 3 4
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where I is no solids and 5 is the surface covered with floating solids:
2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where I is no solids and 5 is extremely muddy:
1 2 3 (D 5
7.
8.
9.
Is there any foam in the stonmvater discharge? (P )'es
WINO.
Is there an oil sheen in the stormwater discharge? 0Yes
040.
Is there evidence of erosion or deposition at the outfall?
m'Yes © .aO
10. Other Obvious Indicators of Stormwater Pollution:
LI
Note: Low charity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 o f 2
S W U-242, Lut modified 06/0I /2018

Environmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit littps://deq.iic.gov/about/divisiotis/energy-mineral-land-resources/
npdes-sto rm wate r-g ps
Permit No.: N/C/, G ,/ 1 /2,/0 ,/ 0,/0 / 0 / or Certificate of Coverage No.: N/C/G/ 1 / 2 / 0 ./0 / 1 / 3 /
Facility Name: White Street Landfill
County: _
Inspector:
Lorien Deacon
Date of Inspection:
'rime of Inspection:
Total Event Precipitation (inches): 0:45'
Phone No. 336-209-8934
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the permittee obtains approval from the local DEMLR
Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No. noy Structure (pipe, ditch, etc.):
Receiving Stream:
Describe the industrial activities that occur within the outfall drainaee area:
Page I of2
sW11-242, Lacs modified 06/01/2018

2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: i iG� �(rm M
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): r prno_
4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
1 2 4 5
5. Floating Solids: Choose the number Which best describes the amount of floating solids in the
stonmwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
ID 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where I is no solids and 5 is extremely muddy:
Z) 3 4 '5
7. Is there any foam in the stormwater discharge? O Yes coS No.
8. Is there an oil sheen in the stormwater discharge? OYes O'(Vo.
9. Is there evidence of erosion or deposition at the outfall? o Yes o'<o.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, last modified 06/01/2018

Environmental
Qualily
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
Forguidance onfilling ow lhisform, please visa littps:Hdeq.ne.gox,/about/divisions/energy-mineral-land-resources/
n pd es -storm water-gps
Pennit No.: N/C/ G ./ I /2./0 ./ 0. /0 / 0 / or Certificate of Coverage No.: N/C/G/ 1 / 2 / 0 ./0 / 1 / 3 /
Facility Name: White Street Landfill
County: Guilford Phone No. 336-209-8934
Inspector: Lorien Deaton
Date of Inspection: 12-17-2019
Time of Inspection: CA O5
Total Event Precipitation(inches): V.LS 11
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event' is a storm event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the pennittee obtains approval from the local DGMLR
Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No..Ob6 Structure (pipe, ditch, etc.): i pipe
Receiving Stream:
e&
Describe the industrial activities that occur within the Outfall drainage area:
Page I of
S W U-242, Lw modified 06/01 /2018

2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: I o G t hcr, `VA
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): -�V\p-
4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
1 2 © 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stonnwater discharge, where I is no solids and 5 is the surface covered with floating solids:
0 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where I is no solids and 5 is extremely muddy:
2 D 4 5
7. Is there any foam in the stormwater discharge? O Yes G2' No.
8. Is there an oil sheen in the stornnvater discharge? (DYes OlNo.
9. Is there evidence of erosion or deposition at the outfall? o Yes 64.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 06/01/2018

USGS Current Conditions for USGS 02095271 NORTH BUFFALO CREEK AT CHUR... Page 1 of 2
National Water Information System: Web Interface
USGS Water Resources
Click forNews Bulletins
USGS Home
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Data Category: Geo ra hic Area:
Surface Water v United States .GO.
USGS 02095271 NORTH BUFFALO CREEK AT
CHURCH ST AT GREENSBORO, NC
PROVISIONAL DATA SUBJECT TO REVISION
Available data for this site Time -series: Daily data v I GO
Click forstation-specific text
This station managed by the South Atlantic WSC Raleigh Field Office.
Available Parameters
❑ All 3 Available Parameters for this site
00045 Precipitation(Sum)
❑ 00060 Discharge(Max.,Min.,Mean)
❑ 00065 Gage height(Max.,Min.,Mean)
Output format
O Graph
O Graph w/ stats
O Graph w/ meas
O Graph w/ (up to 3) parms
O Table
O Tab -separated
Period of Record
1998-08-01 2019-12-17
1998-08-01 2019-12-17
1998-07-21 2019-12-17
(Summary of all available data for this site
-- or -- Instantaneous -data availability statement
Begin date
2019-12-17
End date
2019-12-17
file:///Z:/Waste_Disposal/SPCC_SWPPP Tier%2011%20Reporting_Annual%20Training... 12/18/2019

USGS Current Conditions for USGS 02095271 NORTH BUFFALO CREEK AT CHUR... _ Page 2 of 2
17 0.45P
COUNT �1
MAX 0.45
MIN 0.45
Explanation
Provisional data subject to revision.
Questions about sites/data?
Feedback on this web site
Automated retrievals
Help
Data Tips
Explanation of terms
Subscribe for system changes
News
Accessibility Plug -Ins FOIA Privacy Policies and Notices
U.S. Department of the Interior 1 U.S. Geological Survey �,
Title: USGS Surface -Water Daily Data for the Nation f QS gPW_
URL: https://waterdata.usgs.gov/nwis/dv?
Page Contact Information: North Carolina Water Data Support Team
Page Last Modified: 2019-12-18 07:28:52 EST
0.76 0.7 vawwOl
file:///Z:/Waste_Disposal/SPCC_S W PPP_Tier%2011%20Reporting_Annual%20Training... 12/18/2019