NC0039586_Renewal Application_20110126

�� Progress Energy
AN 2 6 2011 SERIAL: HNP -11-009
Mr. Jeffrey O. Poupart
North Carolina Department of Environment and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Carolina Power & Light Company, doing business as Progress Energy Carolinas, Inc.
Harris Nuclear Plant
NPDES Permit No. NCO039586
Re -issuance Application
Dear Mr. Poupart:
The current NPDES permit for the Harris Nuclear Plant located in Wake County expires on
July 31, 2011. Progress Energy Carolinas, Inc. (PEC) hereby requests that the NPDES permit for
the facility be reissued. Attached is EPA Application Form 1 — General Information, EPA
Application Form 2C — Wastewater Discharge Information, and EPA Form 2F — Application for
Permit to Discharge Storm Water Discharges Associated with Industrial Activity, all in triplicate.
Please note that PEC has not been able to complete the storm water sampling required by EPA
Form 2F. A contactor has been retained to complete the sampling for the representative storm
water outfalls, however the sampling has not been completed. We expect the sampling will take
place during the next qualifying rain event, provided the contractor can safely sample outfalls
during the storm event. The analytical results will be submitted to DWQ as soon as possible.
Also note that a sludge management plan is not included with the submittal because PEC has a
contractor that takes the sludge offsite and land applies it under its own land application permit
(Attachment 4).
With re -issuance of the NPDES permit, PEC requests the following:
• Eliminate the chromium and zinc monitoring requirement from Outfall 001 and add them
to Outfall 006. PEC believes this would be more consistent with the current required
metals monitoring at Outfall 006 and would give a better indication of the actual discharge
of these two metals to surface waters, if they were measured at Outfall 006.
• Eliminate the ammonia monitoring requirement for Outfall 002. The current permit
requires ammonia monitoring at Outfall 006, the discharge to surface waters, and at internal
Outfall 002. PEC does not see the need to continue monitoring ammonia at both the
internal and external outfall locations.
Progress Energy Carolinas, Inc.
Harris Nuclear Plant
P. 0. Box 165
New Hill, NC 27562

r �.
t�

` Division of Water Quality
SERIAL: HNP -11-009
Change the Total Suspended Residue moniioiing requirement at Outfall 007 to a Total
Suspended Solids monitoring requirement with a Daily Max limit of 100 mg/l. This would
make the monitoring requirement consistent with the Total Suspended Solids monitoring
requirement at Outfall 004 and Outfall 005.
• Combine the Biological Oxygen Demand monitoring requirement for Outfall 007 into one
requirement with limits of 30 mg/L monthly average and 45 mg/L daily max. Currently,
the requirement has different limits based on the time of year.
Add the following condition to the renewed NPDES permit, replacing the current Biocide
Condition located in Part II, 1. The purpose of this condition is to formally recognize the
guidance and understanding we have received from the Division in the past, and to allow
this permit to be consistent with other recently reissued permits.
"l. Biocide Condition
The permittee shall not discharge any biocides that have not been previously approved in
conjunction with the permit application. For biocides not previously approved by the
Division of Water Quality, the permittee shall notify the Director in writing prior to use
of these biocides. Completion of Biocide Worksheet Form 101 is not necessary for those
outfalls with toxicity testing requirements."
With regard to Section 316(b), of the Clean Water Act, PEC has not made any changes to the
existing cooling water intake structure that would change the status of compliance with current
316(b) regulations. Once a new rule is promulgated by the EPA, PEC will evaluate the rule and its
effects on the status of compliance of the existing cooling water intake structure.
If there are any questions regarding this request and/or the attached information, please contact
Steve Cahoon at [phone].
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.
Sincere!Y1
; � t �e-
Kelvin Henderson
Plant General Manager
Harris Nuclear Plant
KH/mgw
Attachments

t'

EPA I.D. NUMBER (copyfrom Item I of Form 1) Form Approved.
NCD991278284 OMB No. 2040-0086.
Please print or type in the unshaded areas only. Ann--] —ni— z -'41 -QR
FORM U.S. ENVIRONMENTAL PROTECTION AGENCY
APPLICATIOFOR PERMIT TO DISCHARGE WASTEWATER
2C 400EPA EXISTING MANUFACTURING,"COMMERCIAL, MINING AND SILVICULTURE OPERATIONS
NPDES Consolidated Permits Program
I. OUTFALL LOCATION
For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.
A. OUTFALL NUMBER
(list)
B. LATITUDE C. LONGITUDE
D. RECEIVING WATER (name)
1. DEG.
2. MIN.
3. SEC. 1. DEG.
2. MIN.
3. SEC.
006
35
34
47 78
58
07
Harris Reservior
007
35
38
05 78
55
05
Harris Reservior
Il. FLOWS, SOURCES OF POLLUTION, AND TREATMENT TECHNOLOGIES
A. Attach a line drawing showing the water flow through the facility. Indicate sources of intake water, operations contributing wastewater to the effluent, and treatment units
labeled to correspond to the more detailed descriptions in Item B. Construct a water balance on the line drawing by showing average flows between intakes, operations,.
treatment units, and outfalls. If a water balance cannot be determined (e.g., for certain mining aclMlies), provide a pictorial description of the nature and amount of any
sources of water and any collection or treatment measures.
B. For each outfall, provide a description of: (1) All operations contributing wastewater to the effluent, including process wastewater, sanitary wastewater, cooling water,
and storm water runoff; (2) The average flow contributed by each operation; and (3) The treatment received by the wastewater. Continue on additional sheets if
necessary.
1. OUT-
2. OPERATION(S) CONTRIBUTING FLOW 3. TREATMENT
FALL
NO. (list)
b. AVERAGE FLOW b. LIST CODES FROM
a. OPERATION (list) (include units a. DESCRIPTION TABLE 2C-1
Combined Outfall See Attachment 3 Discharge to surface water
4-A
Internal Outfall 001
006
Cooling Tower slowdown Dechlorination
See Attachemnt 3 2-E
Internal Outfall 002
Sanitary Waste Treatment Plant See Attachemnt 3 Activated Sludge, Disinfecetion
3=A 2-F
Internal Outfall 003
Metal Cleaning Waste See Attachemnt 3 Neutralization, Sedimentation
2-K 1-U
Internal Outfall 004
Low volume Waste See Attachemnt 3 Nuetralization, Sedimentation
2-K 1-U
Internal Outfall 005
Radwaste System See Attachemnt 3 Multimedia Filtration, Ion Exchange
' 1-Q 2-J
Harris Energy and Environmental See Attachemnt 3 Aerated Lagoons, Disinfection
3-B 2-F
Center Waste Water Treatment Plant Dechlorination
2-E
007
OFFICIAL USE ONLY (effuentguidelines .sub -categories)
EPA Form 3510-2C (8-90) PAGE 1 of 4 CONTINUE ON REVERSE

CONTINUED FROM THE FRnNT
C. Except for storm runoff, leaks, or spills, are any of the discharges described in Items II -A or B intermittent or seasonal?
© YES (complete the following table) NO (go to Section III)
3. FREQUENCY
4. FLOW
a. DAYS PER
WEEK
b. MONTHS
a. FLOW RATE (in mgd)
B. TOTAL VOLUME
(specifywith units)
1. OUTFALL
2. OPERATION(s)
NUMBER (list)
CONTRIBUTING FLOW
list
( )
(specify
avenge)
PER YEAR
(specify average)
C. DURATION
1, LONG TERM
2. MAXIMUM
1. LONG TERM
2. MAXIMUM
AVERAGE
DAILY
AVERAGE
DAILY
(in days)
Internal Radwaste System 1 to 2 12 0.021 0.021
Outfall
0.0105 0.0105 0.5
005
III. PRODUCTION
A. Does an effluent guideline limitation promulgated by EPA under Section 304 of the Clean Water Act apply to yourfacility?
9] YES (complete iumi III -B) [:] NO (go to Section 1[7
B. Are the limitations in the applicable effluent guideline expressed in terms of production (or other measure of operation)?
❑ YES (complete Item X-C) W] NO (go to Section 1p)
C. If you answered "ves" to Item III -R list thA --tifii w6irh rn...e�e.......
- .-- - ---••— -•• ul yuui roves of production, expressed in the terms and units used in the
applicable effluent guideline, and indicate the affected ouffalls.
1. AVERAGE DAILY PRODUCTION
c. OPERATION, PRODUCT, MATERIAL, ETC. 2. AFFECTED OUTFALLS
a. QUANTITY PER DAY b. UNITS OF MEASURE (list outfall numbers)
(spec)
IV. IMPROVEMENTS
A. Are you now required by any Federal, State or local authority to meet any implementation schedule for the construction, upgrading or operations of wastewater
treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited to,
permit conditions, administrative or enforcement orders, enforcement compliance schedule letters• stipulations• court orders, and grant or loan conditions.
❑ YES (complete the following table) © NO (go to Item 1V --B)
1. IDENTIFICATION OF CONDITION, 2. AFFECTED OUTFALLS
AGREEMENT, ETC. 3. BRIEF DESCRIPTION OF PROJECT 4. FINAL COMPLIANCE DATE
a. NO. b. SOURCE OF DISCHARGE a. REQUIRED b. PROJECTED
B. OPTIONAL: You may attach additional sheets describing any additional water pollution control programs (or other environmental projects which may affectyour
discharges) you now have underway or which you plan. Indicate whether each program is now underway or planned, and indicate your actual or planned schedules for
construction.
. ❑ MARK "X" IF DESCRIPTION OF ADDITIONAL CONTROL PROGRAMS IS ATTACHED
EPA Form 3510-2C (8-90) PAGE 2 of 4 CONTINUE ON PAGE 3

r
PA I.D. NUMBER (copyjrom Item 1 ojForm 1)
CONTINUED FROM PAGE 2 NCD991278284
V. INTAKE AND EFFLUENT CHARACTERISTICS
A, B. & C: See instructions before proceeding — Complete one set of tables for each outfall — Annotate the outfall number in the space provided.
NOTE: Tables,V-A, V -B, and V -C are included on separate sheets numbered V-1 through V-9.
D. Use the space below to list any of the pollutants listed in Table 2c-3 of the instructions, which you know or have reason to believe is discharged or may be discharged
from any outfall. For every pollutant you list, briefly describe the reasons you believe it to be present and report any analytical data in your possession.
1.POLLUTANT
2. SOURCE
1.POLLUTANT
2. SOURCE
Asbestos
Insulation
Strintium, Uranium, Vanadium,
Trace elements occasionally
Zirconium
present in oil used to fuel
auxillary boilers
t
VI. POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS
Is any pollutant listed in Item V -C a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or byproduct?
® YES (list all such pollutants below ) ❑ NO (go to Ire. VI -B)
Although not added or produced, the following elements could be potentially be present in the discharge due to
normal pipe erosion/corrosion.
Copper
Iron
Siler
Nickel
Zinc
The following elements could be present in oil, which is used to fuel Auxillary boilers:
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
EPA Form 3510-2C (8-90) PAGE 3 of 4 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
VII. BIOLOGICAL TOXICITY TESTING DATA
Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your discharges or on a receiving water in
relation to your discharge within the last 3 years?
Q YES (idents the tesr(s) and describe their purposes below) ❑ NO (go to Section Vlln
Outfall 006 - Acute 24 - hour test using Fathead Minnows have been conducted quarterly during this permit
cycle.
Outfall 007 - Acute 24 - hour test using Fathead Minnows have been conducted quarterly during most of the
permit cycle. Begining in June of 2010 toxicity samples were taken monthly when there was a discharge of the
radiological waste tank to Outfall 007.
VIII. CONTRACT ANALYSIS INFORMATION
Were any of the analyses reported in Item V performed by a contract laboratory or consulting firm?
® YES .(list the name, address, and telephone number of, and pollutants analyzed by, ❑ NO (go to Section IX)
each such laboratory orfirm below)
A. NAME
B.ADDRESS
C. TELEPHONE
D. POLLUTANTS ANALYZED
(area code & no.)
(list)
Environmental Conservation
102-A Woodwinds Industrial Ct
[phone]
All pollutants except those
Laboratories, Inc.
Cary NC 27511
listed below.
GEL Laboratories, LLC
2040 Savage Rd
[phone]
Alpha, Beta, Sulfite
Charleston SC 29407
Harris Plant Environmental
5313 Shearon Harris Road
[phone]
pH, temperature. TSS,
Laboratory
New Hill NC 27562
Ammonia, Nitrogen,
phosporus, iron,copper
IX. CERTIFICATION
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 propedy gather and evaluate
the information submitted. Based on my inquiry
of the person or persons who manage
the system or those persons
directly responsible forgathering 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 fine and imprisonment
for knowing violations.
A. NAME & OFFICIAL TITLE (type or print)
B. PHONE NO. (area code & no.)
Kelvin Henderson - Plant General Manager
(919) 362 - 2000
C. SIGNATURE
D. DATE SIGNED
EBA Form 3510-2C (8-90) PAGE 4 of 4

0()l
r ­Q rrtuv I UR I Trc IN i nt UNbHAUtU AKtA-5 ONLY. You may report some or all of this information EPA I.D. NUMBER (copyfrom liem I of Form 1)
on separate sheets (use the same format) instead of completing these pages.
SEE INSTRUCTIONS. NC991278284
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C) OUTFALL NO.
006
PART A -You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.
2. EFFLUENT
3*UN TS
(specrifyifblank)
4. INTAKE
(optional)
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(ifavailable)
c. LONG TERM AVRG. VALUE
(ifavailable)
a. LONG TERM
AVERAGE VALUE
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1) CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
1. POLLUTANT(1)
a. CONCEN-
TRATION
b. MASS
b. NO. OF
CONCENTRATION (2) MASS ANALYSES
a. Biochemical Oxygen
Demand (BOD)
2.5
50.1
1
mg/1
kg/day
b. Chemical Oxygen
Demand (COD)
46
921.0
1
mg/1
kg/day
c. Total Organic Carbon
(TOC)
15
300.3
1
mg/1
kg/day
d. Total Suspended
Solids (TSS)
13.4
268.3
13
mg/1
kg/day
e. Ammonia (as N)
0.55
11.0I
E
1
13
m9/1
kg/day
f. Flow
VALUE
10.62
VALUE
8.07
VALUE
5.29
365
VALUE
MGD
-
g. Temperature
VALUE
20.8
VALUE
VALUE
VALUE
(wiener)
18.4
13.8
21
°C
h. Temperature
VALUE
VALUE
VALUE
VALUE
(summer)
34.2
32.2
26.9
31
°C
MINIMUM MAXIMUM MINIMUM MAXIMUM
i. pH
7.0 7.5 7, p 7.5 13 STANDARD -UNITS
PART B - Mark "X" in column 2-a for each pollutant you know or have reason to believe is present. Mark "X° in column 2-b for each pollutant you believe to be absent. If you mark column 2a for any pollutant which is limited either
directly, or indirectly but expressly, in an effluent limitations must the
guideline, you provide results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide
quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additional details and
requirements.
2. MARK "X" 3. EFFLUENT 4. UNITS 5. INTAKE (optionao
1. POLLUTANT
AND
a,
b.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(ifavadable )
c. LONGTERM AVRG. VALUE
a. LONG TERM AVERAGE
CAS NO.
(favailable)
BELIEVED
PRESENT
BELIEVED
ABSENT
(rfa'aifable)
d. NO. OF
a. CONCEN-
VALUE
b. NO. OF
(1)
CONCENTRATION (2) MASS
CONCENTRATION (2) MASS
CONCENTRATION (2) MASS
ANALYSES
TRATION
b. MASS
CONCENTRATION
(2) MASS
ANALYSES
Bromide
(24959-67-9)
(2
X
<0 . 5 ^'
1
mg/1
.-
b. Chlorine, Total
Residual
I
<0 . 1
1
mg/1
-
a ColorX
2 5
-
1
CU
-
d. Fecal Coliform
X
<1
_
1
CU/100m1
-
e. Fluoride
(16984 4s e)
0.32
6 .4
1
mg/1
kg/dy
f. Nitrate NiVite
v
(aslU)
^
0.21
4.2
8
mg/1
kg/dy
_• .. • ...• � w
PAGE V-1
CONTINUE ON REVERSE

ITEM V -B CONTINIIFn r:Pnu GRnmr
1. POLLUTANT
2. MARK "X"
3. EFFLUENT
AND
CAS NO.
Of—dable)
g. NiVogen,
T tal Organic (as
a,
BELIEVED
PRESENT
` ,
X
b.
BELIEVED
ABSENT
a. MAXIMUM DAILY VALUE
CONCENTRATION (2) MASS
1.22 24.4
b. MAXIMUM 30 DAY VALUE
(ifavailable)
(1)
CONCENTRATION (2) MASS
C. LONG TERM AVRG. VALUE
(ifavailoble)
(1)
CONCENTRATION (2) MASS
d. NO. OF
ANALYSES
8
h. Oil and
Grease
ug/1
X
13
-
ug/1
kg/dy
ug/1
1
i. Phosphorus
(as P), Total
(7723-14-0)
` '
X
ug/1
0. 7 0
14.0
0
ug/1
kg/dy
13
j. Radioactivity
ug/1
ug/1
kg/dy
(1) Alpha, Total
x
<5.0
_
ug/1
-
1
(2) Beta, Total
X
S.48
1 . 09e-10
1
(3) Radium,
Total
Testing
and
Reporting
not
Required
(4) Radium 226,
Total
Testing
and
Reporting
not
Required
k. Sulfate
(as
(14808808
\
X
2 3
4 6 0. 5-79-8)
1
I. Sulfide
(-S)
X
<0.1
-
1
M. Sulfite
(as SO,)v
(14265-45-3)
^
<0.5
-
1
n. Surfactants
X
<0.1
_
1
o. Aluminum,
Total
(7429-90-5)
X
313
6.2
1
p. Barium, Total
(7440.39-3)
X
27.7
0. 5
1
q. Boron, Total
(7440-42-8)
X
145
2.9
1
r. Cobalt, Total
(744048.4)
X
<10
_
1
s. Iron, Total
(7439.89-6)
x
555.1
11.1
13
I. Magnesium,
Total
(7439-95-4)
X
5.15
103.1
1
u. Molybdenum,
Total
(7439-98-7)
�\
x
<10
_
1
v. Manganese,
Total
(7439-96.5)
X
515.3
10.3
25
w. Tin, Total
(7440-31-5)
X
<10
-
1
X. Titanium,
Total
(7440-32-6)
x /\
<5.00
-.
1
w 41
4. UNITS 5. INTAKE (optional)
a. LONG TERM
AVERAGE VALUE
a. CONCEN- (1) D. NO. OF
TRATION b. MASS CONCENTRATION (2) MASS ANALYSES
Mg/1 kg/dy
mg/1 -_
Mg/1 kg/dy
pCi/1 -
pCi/1 Cu/dy
Mg/1 Ikg/dy
Mg/1
-
Mg/1
-
Mg/1
ug/1
kg/dy
ug/1
kg/dy
ug/1
kg/dy
ug/1
-
ug/1
kg/dy
Mg/1
kg/dy
ug/1
ug/1
kg/dy
ug/1
-
ug/1
-
_.... _.... __ ... -..., �..-�„t PAGE V-2
CONTINUE ON PAGE V-3

W f
EPA I.D. NUMBER (cop),from item 1 ojForm 1) 1OUTFALL NUMBER
CONTINUED FROM PAGE 3 OF FORM 2-C
NC991278284
006
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 20.2 in the instructions
fractions that apply to your industry and for ALL toxic metals,
to determine which of the GC/MS
fractions you must test for. Mark "X" in
column 2-a for all such GC/MS
cyanides, and total phenols. If you are not required to mark column 2a (secondary industries, nonprocess wastewater outfalls, and
fractions), mark "X" in column 2-b for each pollutant you know or have reason to believe "X"
is present Mark in column 2-c for each
provide the results of at least one analysis for that pollutant If you mark column 2b for any
nonrequired GC/MS
pollutant you believe is absent If you mark column 2a for any pollutant, must
you
Pollutant, you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be
discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4 dinitrophenol, or 2 -methyl -4, 6 dinitrophenol,
pollutants which you know or have reason to believe
you must provide the results of at least one analysis for each of these
that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis
briefly describe the reasons the pollutant is expected to be discharged. Note that there are 7
additional details and requirements. pages to this part; please review each
or
carefully. Complete one table (all 7 pages) for each outfall. See instructions
2. MARK "X"
for
1. POLLUTANT
3. EFFLUENT
4. UNITS
5. INTAKE (oprionan
AND
b. MAXIMUM 30 DAY VALUE I
c. LONG TERM AVRG.
CAS NUMBER
a_
TESTING
b.
BELIEVED
C.
BELIEVED
a. MAXIMUM DAILY VALUE
i available
(j
VALUE (ijavailable)
a. LONG TERM
(ijavailable)
REQUIRED
PRESENT
ABSENT
CONCENTRATION
(2) MASS
(t)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
d. NO. OF
a. CONCEN-
AVERAGE VALUE
b. NO. OF
METALS, CYANIDE, AND TOTAL PHENOLS
(2) MASS
ANALYSES
TRATION
b. MASS
CONCENTRATION
(2) MASS
ANALYSE:
1 M. Antimony, Total
(7440-36-0)
X
X
<2.00
-
1
Ug/1
-
2M. Arsenic, Total
(7440-38.2)
X
X
<10.0
1
Ug/1
3M. Beryllium, Total
(7440-41-7)
X
X
<1.00
-
1
Ug/1
N
4M.Cadmium,4, Total
0
40-
/\
X
X
< 1. 0 0
-
1
ug/1
-
5M. Chromium,
Total (7440-47-3)
X
X
<10.00
-
1
ug/1
6M. Copper, Total
(7440-50-8)
X
5.5
0.11
13
ug/1
kg/day
7M. Lead, Total
(7439-92-1)
X
X
<10.0
1
Ug/1
'
8M. Mercury, Total
(7439-97-6)
X
X
<0 .2
-
1
ug/1
9M. Nickel, Total
(7440-02-0)
X
X
< 10
010M,
.
-
13
Ug/1
Selenium,
Total tal(7782-4
X
X9-2)
<10.0
-
1
Ug/1
11 M. Silver, Total
(7440-22-4)
X
X
<10.0
-
1
ug/1
12M. Thallium,
Total (7440-28-0)
X
X
<10. 0
-
1
ug/1
-
13M. Zinc, Total
(7440-66-6)
X
X
153
3.1
1
ug/1
kg/day
14M. Cyanide,
Total (57-12-5)
X
X
<5
-
1
ug/1
-
15M. Phenols,
Total
X
X
<0.01
DIOXIN
2,3,78Te[r
chlor -a-
, enzo P -
DESCRIBE RESULTS
Dioxin (1764 01-6)
-T
EPA Form 3510-2C (8-90)
PAGE V-3
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
2. MARK "X"
3.EFFLUENT
AND
b. MAXIMUM 30 DAY VAL
CAS NUMBER
TESTING
BELIEVED
C.
BELIEVED
a. MAXIMUM DAILY VALUE
(flmailable)
(ifavailable)
REQUIRED
PRESENT
ABSENT
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MAS
GC/MS FRACTION —VOLATILE COMPOUNDS
1 Accrol-02-8)ein
x
\
0
(107-02-8)
/\
n
<10
..
(10 Acrylonitrile
(107-13-1)
X
110
(71 Benzene
n, -a3 -z)
` ,
X
<1
Y
4V. Bis (Chloro-
methyl) Ether
Testing g
and
Reporting
not
(75 Brom25-2) onn
(75-252)
X
`
/X\
<1
—
6V. Carbon
Tetrachloride
X
x
(56.23-5)
, \
/�
<1
—
7V.Chlorobenzene
(108.90-7)
X
X
<1
_
8V. Chlorodi-
bromomethane
X
X
<1
(124-48-1)
9V. Chloroethane
(7500-3)
X
`
n
<1
_
I OV. 2-Chloro-
ethylvinyl Ether
(110-758)
X
<5
_
Chloroform
X
` /
(67-
(67-66-3)
,X\
<1
—
12V. Dichloro-
bromomethane
X
X
(7527-4)
<1
_
13V. Dichloro-
difluoromethane
X
(7571-8)
<1
14V. 1,1-Dichloro-
X
X
ethane (75343)
<1
_
15V. 1,2-Dichloro-
X
ethane(107-06-2)
<1
_
16V. 1,1-Dichloro-
X
ElIXE
ethylene (75354)
<1
_
17V. 1,2-Dichloro-
propane (78-87-5)
X
X
<1
_
18V.1,3-Dichloro-
propylene
\
(542-756)
X
< 1
_
19V. Elhylbenzene
(100-41-4)
X
X
20V. Methyl
x
Bromide (7483-9)
<1
21V. Methyl
Chloride (7487-3)
<1
_
EPA Form 3510-2C (8-90)
T 4. UNITS 5. INTAKE (optional)
UE C. LONG TERM AVRG. a. LONG TERM
VALUE (ifavailable) AVERAGE VALUE
d. NO. OF a. CONCEN- (�) b. NO. OF
S CONCENTRATION (2) MASS ANALYSES TRATIONFb.MASS CONCENTRATION (2) MASS ANALYSES
1 ug/1 -
1 ug/1 -
1 ug/1 -
Required
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 -
1 ug/1 _
1 ug/1 -
1 ug/l -
PAGE V-4
CONTINUE ON PAGE V-5
0
PAGE V-4
CONTINUE ON PAGE V-5
0

CONTINUED FROM PAGE V-4
1. POLLUTANT
2. MARK "X" 3. EFFLUENT
4. UNITS
5, INTAKE (optionao
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG, a. LONG TERM
AND
a. b, c. a. MAXIMUM DAILY VALUE (ifavailable) VALUE (ifavailable) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVEDd.
NO. OF a. CONCEN- b. NO. OF
(ifavailable) REQUIRED PRESENT ABSENT CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION b. MASS CONCENTRATION (2) MASS ANALYSES
GC/MS FRACTION - VOLATILE COMPOUNDS (continued)
22V. Methylene\/
x
X
<1
Chloride (75.09-2)
-
1
ug/1
-
23V. 1,1,2,2 -
Tetrachloroethane
X
79-34-5
<1
1
ug/1
24V. Tetrachloro-
etrachloro-
x
X
`1
ethylene (127-18-4)
ethylene(127-18-4)
1
ug/1
-
25V. Toluene
\/
x
�/
x
<1
(108-88-3)
1
ug/1
-
26V. 1,2-Trans-
Dichloroethylene
X
156.60-5
<1
-
1
Ug/1
-
27V.1,1,1-Trichloro-
\� '`
x
<1
ethane (71-55.6)
\/
-
1
ug/1
-
28V.1,1,2-Trichloro-
X
\/
X
<1
ethane (79-00.5)
\,
1
u 1
g/
-
29V Trichloro-
X
`,
X
ethylene (7 -
ethylene (7s -o1-6)
/\
<1
—
1
ug/1
—
30V. Trichloro-
Fluoromethane
u
<1
5 ss 4
/ \
-
1
Ug/1
-
31V. Vinyl Chloride
x
X
`1
(75-01-4)
1
ug/1
-
GC/MS FRACTION -ACID COMPOUNDS
1A. lorophenol x x <10
(95-57-85-57-8) �\ - 1 U 1 -
g/
2A.2,4-Dichloro-
x
<10X—
phenol (1213-83-2)
1
ug/1
-
3A. 2,4 -Dimethyl-
X
X
<10
phenol (105-67-9)
-
1
ug/1
4A. 4,6-Dinitro-0-\/
x
�/
x
Cresol (53452-1)
<10
-
1
ug/1
-
o -
X
<10
phenol 51-2
phenol (51-285)
-
1
ug/1
-
6A.2-Nitrophenol
X
<10
(88-75-5)
/ \
-
1
U 1
g/
-
7A. 4-Nitrophenol
x
X
<10
(100-02-7)
-
1
ug/1
-
8A. P -Chloro -M-
\/
x
<10
Cresol(59-50-7)
x\
-
1
ug/1
-
9A. Pentachloro-
x
x
<10
-
phenol (87-86.5)
1
ug/1
-
10A. Phenol
x
<10
(108-95-2)
-
1
ug/1
-
11A.2,4,6-Trichloro-
X
\X
X
<10
phenol (88-05-2)
/ \
1
ug/1
-
-" k"-" t PAGE V-5 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
2. MARK "X" 3. EFFLUENT 4. UNITS 5. INTAKE (optional)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE C. LONG TERM AVRG. a. LONG TERM
AND a, b,c. AVERAGE VALUE
a. MAXIMUM DAILY VALUE (ijavailable) VALUE (ijavailable)
CAS NUMBER TESTING BELIEVED BELIEVED (1) d. NO. OF a. CONCEN- b. NO. OF
(iJavallable) REQUIRED PRESENT ABSENT CONCENTRATION (2) MASS CONCNC
ENTRATION (2) MASS CONCENTRATION(2) (1)
(2) MASS ANALYSES TRATION b. MASS CONCENTRATION (2) MASS ANALYSES
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS
1 B. Acenaphthene
(83-32-9) Testing and Reporting not Required
2B. Acenaphtylene
(208-96.8)
38. Anthracene
(120-12-7)
4B. Benzidine
(92-87-5)
5B. Benzo (a)
Anthracene
(56-55-3)
6B. Benzo (a)
Pyrene (50-32-8)
7B. 3,4-Benzo-
fluoranthene
(205.99-2)
8B. Benzo (ght)
Perylene (191-24-2)
96. Benzo (k)
Fluoranthene
(207-08-9)
10B. Bis (2 -Chloro -
ethoxy) Methane
(111-91-1)
11 B. Bis (2-Chloro-
ethyo Ether
(111-44-4)
12B. Bis (2-
Chloroisopropyo
Ether (102-80-1)
13B. Bis (2-Erhyl-
hexyo Phthalate
(117-81-7)
14B. 4-Bromophenyl
Phenyl Ether
(101-55-3)
15B. Butyl Benzyl
Phthalate (85-68-7)
16B. 2 -Chloro -
naphthalene
(91-58-7)
17B. 4 -Chloro -
phenyl Phenyl Ether
(7005-72-3)
18B.Chrysene
(218-01-9)
19B. Dibenzo (ah)
Anthracene
(53-70.3)
20B. 1.2 -Dichloro-
,2-Dichloro-
benzene (9&50-1)
benzene(95-50-1)
21 B. 1,3 -Di -chloro -
,3-Di-chloro-
benzene (.-Al-73-1)
benzene(541-73-1)
EPA Form 3510-2C (8-90) PAGE V-6
CONTINUE
ON
PAGE V-7

CONTINUED FROM
PAGE V-6
1, POLLUTANT
2. MARK'X"
3.
EFFLUENT
4. UNITS
5. INTAKE
(optional)
AND
a,
b.
C.
a. MAXIMUM DAILY
VALUE
b. MAXIMUM 30
i available
(f
DAY VALUE
i
c. LONG TERM
VALUE
AVRG.
a. LONG
TERM
CAS NUMBER
TESTING
BELIEVED
BELIEVED
(ifavailable)
AVERAGE
VALUE
(ifavailable)
REQUIRED
PRESENT
ABSENTCONCENTRATION1(1)
(2) MASS
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
(1)
b. NO. OF
GC/MS FRACTION
— BASE/NEUTRAL
COMPOUNDS
(continued)
CONCENTRATION
(2) MASS
ANALYSES
22B. 1,4-Dichloro-
benzene (106-46-7)
Testing
and
Reporting
not
Required
238. 3,3-Dichloro-
benzidine (91-94-1)
24B. Diethyl
Phthalate (8466-2)
25B. Dimethyl
Phthalate
(131-11-3)
26B. Di-N-Butyl
Phthalate (8474-2)
27B. 2,4-Dinitro-
toluene (121-142)
28B. 2,6-Dinitro-
toluene (606-20-2)
29B. Di-N-Octyl
Phthalate (117-84-0)
308.1,2-Diphenyl-
hydrazine (as Azo-
benzene)(122-66-7)
318.Fluoranthene
(206-440)
32B. Fluorene
(86-73-7)
33B. Hexachloro-
benzene (118-741)
34B. Hexachloro-
butadiene (87-68-3)
358. Hexachloro-
cyclopentadiene
(77-47-4)
36B Hexachloro-
ethane (67-72-1)
37B.Indeno
(1,2,3-cd) Pyrene
(193-39-5)
38B.Isophorone
(78-59-1)
398. Naphthalene
(91-20.3)
40B. Nitrobenzene
(98-95-3)
418. N-Nitro-
sodimethylamine
(62-75-9)
42B. N-Nitrosodi-
N-Propylamine
(621-647)
EPA Form 3510-2C
(8-90)
PAGE
V-7
CONTINUE
ON
REVERSE

CONTINUED FROM THE FRONT
2. MARK'X"
1. POLLUTANT
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG,
CAS NUMBER a. b• C.
TESTING BELIEVED BELIEVED
a. MAXIMUM DAILY VALUE
i available
(J
VALUE (iJavailable)
a. LONG TERM
AVERAGE VALUE
(if available) REQUIRED PRESENT ABSENT
(1)
CONCENTRATION (2) MASS
(1)
CONCENTRATION (2) MASS
(1) d. NO. OF a. CONCEN-
CONCENTRATION (2) MASS ANALYSES TRATION b. MASS
1 b. NO. OF
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS (continued)
CONCENTRATION (2) MASS ANALYSES
43B. N-Nitro-
( 6-30-6)ylamine
Testing and
Reporting not
Required
44B. Phenanthrene
(85-01-8)
45B. Pyrene
(129-00-0)
468. 1,2,4-Tri-
chlorobenzene
(120-82-1)
GC/MS FRACTION — PESTICIDES
1 P. Aldrin
(309-00-2)
2P. a-BHC
(319-84-6)
3P. (i-BHC
(319-85-7)
4P. y-BHC
(58-89-9)
5P. 8-BHC
(319-86-8)
6P. Chlordane
(57-74-9)
7P. 4,4'-DDT
(50-29-3)
8P. 4,4'-DDE
(72-55-9)
9P. 4,4'-DDD
(72-54-8)
10P. Dieldrin
(6x57-1)
11 P. a-Enosulfan
(115-29-7)
12P. p-Endosuffan
(115-29-7)
13P. Endosutfan
Sulfate
(1031-07-8)
14P. Endrin
(72-20.8)
15P. Endrin
Aldehyde
(7421-93-4)
16P. Heptachlor
(76-448)
EPA Form 3510-2C (8-90)
PAGE V-8
CONTINUE ON PAGE V-9

Testing I and lReportingl not I Required
18P. PCB -1242
(53469 21-9)
19P. PCB -1254
(11097-69-1)
20P. PCB -1221
(11104-28-2)
21P. PCB -1232
(11141-16-5)
22P. PCB -1248
(12672-29-6)
23P. PCB -1260
(11096.82-5)
24P. PCB -1016
(12674-11-2)
25P. Toxaphene
(8001-35-2)
EPA Form 3510-2C (8-90) PAGE V-9
EPA I.D. NUMBER (copyfrom Item I ojForm 1)
OUTFALL NUMBER
CONTINUED FROM PAGE V-8
NC991278284
006
1. POLLUTANT
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND
a
b.
c,
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
i wailuble
(if
c. LONG TERM AVRG.
VALUE
a. LONG TERM
CAS NUMBER
TESTING
BELIEVED
BELIEVED
(1)
(if available)
AVERAGE VALUE
(Jwailable)
REQUIRED
PRESENT
ABSENT
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
CONCENTR,4TION
(2) MASS
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
b. NO. OF
GC/MS FRACTION —PESTICIDES (continued)
CONCENTRATION
(2) MASS
ANALYSE;
17P. Heptachlo. I I I
I
Testing I and lReportingl not I Required
18P. PCB -1242
(53469 21-9)
19P. PCB -1254
(11097-69-1)
20P. PCB -1221
(11104-28-2)
21P. PCB -1232
(11141-16-5)
22P. PCB -1248
(12672-29-6)
23P. PCB -1260
(11096.82-5)
24P. PCB -1016
(12674-11-2)
25P. Toxaphene
(8001-35-2)
EPA Form 3510-2C (8-90) PAGE V-9

Db -,7",
PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of this informationEPA I.D. NUMBER (copyjrom Item I ojForm I)
on separate
sheets (use the same format) instead of completing these pages.
SEE INSTRUCTIONS. NCD986182384
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C) NO.
EOUTFALL
oaU,
PART A —You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.'
2. EFFLUENT
3. UNITS
(speck i(blank)
4. INTAKE
(optionan
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE
a. MAXIMUM DAILY VALUE (ijavallable) (if available)
a. LONG TERM
AVERAGE VALUE
(1)
CONCENTRATION
(2) MASS
<1)
CONCENTRATION
(2) MASS
(1) CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
1. POLLUTANT
a. CONCEN-
TRATION b. MASS
(1) b. NO. OF
ANALYSES
a. Biochemical Oxygen
CONCENTRATION (2) MASS
Demand (BOD)
1.23
0.042
37
mg/1 kg/day
b. Chemical Oxygen
kg/day
Demand (COD)
23
0.783
1
mg/1
c. Total Organic Carbon
,
kg/day
(TOCK
8.0
0.273
1
mg/1
d. Total Suspended
kg/day
Solids(7SS)
1.2
0.041
37
mg/1
e. Ammonia (as N)
0.08
0.003
37
mg/1
kg/day
f. Flow
VALUE
0.033
VALUE
0.012
VALUE
0.009
VALUE
190
MGD
g. Temperature
VALUE
VALUE
VALUE
VALUE
(winter)
15
15
9.07
13
"C
h,Temperature
VALUE
VALUE
VALUE
VALUE
(summer)
29.9
27.7
23.8
24
oC
MINIMUM MAXIMUM MINIMUM MAXIMUM
I PH
6.4 8.7 6. 4 8. 7 37 STANDARD UNITS NINON=
—offim
PART B — Mark"X" in column 2-a for each pollutant you know or have reason to believe is present Mark "X" in column 2-b for each pollutant you believe to be If
absent you mark column 2a for any pollutant which is limited either
directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant For other pollutants for which you mark column 2a, you must provide
quantitative data or an explanation of their presence in your discharge. Complete table
one for each outfall. See the instructions for additional details and requirements.
"X"
2. MARK 3. EFFLUENT 4. UNITS 5. INTAKE (optional)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE
AND a. LONG TERM AVERAGE
a' b• a. MAXIMUM DAILY VALUE (ijavailableJ
CAS NO. BELIEVED BELIEVED (ijavailable) VALUE
(tjavailable) PRESENT ABSENT d. b. NO. OF
OF aTRATION
CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES ES b. MASS (1)
Bromide CONCENTRATION (2) MASS ANALYSES
a. \ /
(24959-67-9) X <0.50 —
1 mg/1 ..
b. Chlorine, Total
�/
kg/dy
Residual
X
0.001
0.00
73
mg/1
c. Color
X
5.0
—
1
CU
—
d. Fecal Coliform
/
X
4.2
0.143
37
Cu/100m1
kg/dy
e. Fluoride •
—
(16984-48-8)
X
<0.2
—
1
mg/1
Nitrate -Nitrite
kg/dy
If.
(as
X
1.2
0.041
5
mg/1
EPA Form 3510-2C (8-90)
PAGE V-1 CONTINUE ON REVERSE

ITEM V -B CONTINUED FROM FRONT
2. MARK"X" 3. EFFLUENT
1. POLLUTANT
AND b. MAXIMUM 30 DAY VALUE C. LONG TERM AVRG. VALUE
a, b. a. MAXIMUM DAILY VALUE (ijavailable)
CAS NO. BELIEVED BELIEVED (r1 av°tl°ble)
a. (if—ilable) PRESENT ABSENT CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANAO. EF
g. Nitrogen, `
tal Organic (as X 1.3 0.044 5
h. Oil and
Grease X <3.0 – 1
i. Phosphorus
` ,
5. INTAKE (optional)
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
Mg/1
kg/dy
(as P), Total
(7723 14 0)5
X
0.38
0.013
mg/1
kg/dy
j. Radioactivity
(1) Alpha, Total
X
<S.00
pCi/1
Cu/dy
1
(2) Beta, Total
X
6.93
1 .3 8 E
10
kg/dy
Mg/1
Mg/1
kg/dy
1
(3) Radium,
Mg/1
ug/1
kg/dy
Total
Testing
and
Reporting
not
Required
ug/1
(4) Radium 226,
ug /1
ug/1
Total
Testing
and
Reporting
not
Required
ug/1
k. Sulfate
ug/1
kg/dy
ug/1
(
ug/1
808
(11 4808-79-8)
X
30
1.022
1
I. Sulfide
(as S)
X
<0.1
1
m. Sulfite
(as SO,)
(14265.4 5-3)
X
1.S
0. 0 51
1
n. Surfactants
X
<0.1
–
1
o. Aluminum,
Total
(7429-90.5)
/ \
X
340
11.582
1
p. Barium, Total
(7440.39-3)
X
<10
_
1
q. Boron, Total
(7440-42-8)
X
98.2
3.345
1
r. Cobalt, Total
(7440-48.4)
X
<10.0
1
s. Iron, Total
(7439 89 6)
X
<50
1
I. Magnesium,
Total
(7439-95.4)
X
2.2'7
0.078
1
u. Molybdenum,
Total
(7439-98-7)
X
11.0
0.375
1
v. Manganese,
Total
(7439.96-5)
X
23.6
0.804
1
w. Tin, Total
(7440-31-5)
X
<10.0
1
x. Titanium,
Total
(7440.32-6)
/\
X
<5.0
1
EPA Form 3510-2C
(8-90)
PAGE V-2
4. UNITS
a. CONCEN-
TRATION
b. MASS
5. INTAKE (optional)
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
Mg/1
kg/dy
Mg/1
mg/1
kg/dy
pCi/1
pCi/1
Cu/dy
mg/1
kg/dy
Mg/1
Mg/1
kg/dy
Mg/1
ug/1
kg/dy
ug/1
ug/1
kg/dy
ug /1
ug/1
Mg/1
kg/dy
ug/1
kg/dy
ug/1
kg/dy
ug/1
ug/1
CONTINUE ON PAGE V-3

EPA I.D. NUMBER (copvfromItem 1 of Form 1)
OUTFALL NUMBER
CONTINUED FROM PAGE 3 OF FORM 2-C
NCD986182384
007
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark "X" in column 2-a for all such GC/MS
fractions that apply to your Industry and for ALL toxic metals, cyanides, total
and phenols. If you are not required to mark column 2-a (secondary industries, nonprocess wastewater outfalls, and nonrequired GC/MS
fractions), mark "X" in column 2-b for each pollutant you know or have reason to believe is present. Mark "X" in column 2-c for
each pollutant you believe is absent. If you mark column 2a for any pollutant, you must
provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one analysis for that if
pollutant you know or have reason to believe it will be
discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4 dinitrophenol, or 2 -methyl -4, 6 dinitrophenol,
you must provide the results of at least one analysis for each of these
pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis or
briefly describe the reasons the pollutant is expected to be discharged. Note that there
are 7 pages to this part; please review each carefully. Complete one table (all 7 pages) for each outfall. See instructions for
additional details and requirements.
2. MARK "X" 3. EFFLUENT 4. UNITS 5. INTAKE (optional)
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG.
AND a. LONG TERM
CAS NUMBER a' b. C. [a�.MAXIMUM DAILY VALUE (ifavailable) VALUE (ifavailable)
AVERAGE VALUE
TESTING BELIEVED BELIEVED(1)d. NO. OF a. CONCEN-
(ifavailable) REQUIRED PRESENT ABSENTNTRATION (1) b. NO. OF
(2) MASS CONCENTRATION (2) MASS CONCENTRATION ANALYSES TRATION b. MASS
(2) MASS CONCENTRATION (2) MASS ANALYSES
METALS, CYANIDE, AND TOTAL PHENOLS
1M. Antimony, Total
0) X X < 2.0 _
(7440-36
1 Ug/1 N
2M, Arsenic, Total
X
X
<10.0
—
(7440-38-2)
1
Ug/1
-.
3M. Beryllium, Total
\/
X
X
<1.0
(7440-41-7)
1
u5/1
4M. Cadmium, Total
X
XF-
_
(7440-43-9)
1
ug/1
A
5M. Chromium,
Total
X
—
(7440-47-3)
1
Ug/1
—
6M. Copper, Total
(7440-50-8)
X
X
<10.0
_
1
u5/1
y
7M. Lead, Total
X
X
<10.0
(7439-92-1)
1
ug/1
8M. Mercury, Total
X
X
L
(7439-97-6)
<0.2
—
1
ug/1
Nickel, Total
X
X
<10.0
(7440-02-0)
(74
1
Ug/1
10M. Selenium,
Total
X
X
<10.0
.-
(7782-49-2)
—
1
Ug/1
11 M. Silver, Total
X
X
<10.0
(7440-22-4)
1
Ug/1
y
12M. Thallium,
Total
X
X
(7440-28-0)
<1.0
—
1
Ug/1
13M. Zinc, Total
(7440-66-6) X X 17.8 0.606
1 Ug/1 kg/day
14M. Cyanide,
Total (57-12-5) X X 0.005 0.0
1 mg/1 kg/day
15M. Phenols,
Total X X <0.01 -
1 mg/1 kg/day
DIOXIN
8 -Tetra DESCRIBE RESULTS
chlor
chlorodibenzo-P-
Dloxin (1764-01-6)
EPA Form 3510-2C (8-90) PAGE V-3
CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND
b. MAXIMUM 30 DAY VALUE
c, LONG TERM AVRG.
a. LONG TERM
CAS NUMBER
a,
TESTING
b,
BELIEVED
C.
BELIEVED
a. MAXIMUM DAILY VALUE
(ifavailable)
VALUE (ifavailable)
d. NO. OF
a. CONCEN-
AVERAGE VALUE
b.
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(ifavailable)REQUIRED
PRESENT
ABSENT
ANALYSES
TRATION
b. MASS
NO. OF
ANALYSES
GC/MS FRACTION -VOLATILE COMPOUNDS
IV. Accrolein
x
x
<10
(107-02-8)
1
ug/1
2V. Acrylonitrile
x
x
<10
(107-13-1)
I
ug/1
3V. Benzene
X
X
(71-43-2)
<1.0
1
ug/1
4V, Bis (Chloro-
methyo Ether
Testing
and
Reporting
not
Required
(542-88-1)
5V. Bromoform
x
X
(75-25-2)
<1.0
1
ug/1
6V. Carbon
Tetrachloride
\X/
<1.0
(56-23-5)
1
ug/1
Chloro-90-7)benzene
x
\/ /\
X
<1. 0
(10
(108-90-7)
/�
/ \
1
u 1
g/
BV. Chlorodi-
bromomethaneu
<1.0
(124-48-1)
/ \
1
ug/1
9V. Chloroethane
l
x
X
<1.0
(75-00-3)
1
ug/1
10V. 2-Chloro-
ethylvinyl Ether
`X/
<5 . 0
(110-75-8)
/ \
1
ug/1
11 V. Chloroform
X
X
2.7
0.00
(67-66-3)
1
u 1
g/
k
kg/day
Y
12V. Dichloro-
bromomethane
\X/
<1.0
(75-27-4)
/ \
1
ug/1
13V. Dichloro-
difluoromethane
\X/
<1.0
(75-71-8)
/ \
1
ug/1
14V. 1,1-Dichloro-
X
<1.0
ethane (75-34-3)
1
ll 1
g/
15V. 1,2-Dichloro-
x
<1.0
ethane(107-06-2)
1
ug/1
16V. Dichloro-
x
`X
X
<1 0
ethylenene (75-35-4)
/ `
.
1
ll 1
g/
17V. 1, 2-Dichloro-
x
X
<1.0
propane (78-87-5)
1
ug/1
18V.1,3-Dichloro-
propylene
\ /
X
\ /
x
<1.0
(542-75-6)
/ \
/ \
1
ug/1
19V. Ethylbenzene
x
x
<1.0
(100-41-4)
1
ug/1
20V. Methyl
Bromide
x
x
<1.0
(74-83-9)
1
ug/1
21V. Methyl
Chloride (74-87-3)
X
x
<1.0
1
ug/1
..iii 1v -c to-eul PAGE V-4 CONTINUE ON PAGE V-5

CONTINUED FROM PAGE V-4
2. MARK "X" 3. EFFLUENT 4. UNITS
1. POLLUTANT
AND b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG.
CAS NUMBER a' b• C. a. MAXIMUM DAILY VALUE (ijavailable) VALUE (ijavai(ab(e)
TESTING BELIEVED BELIEVED (1) d. NO. OF a. CONCEN-
(ijavailable) REQUIRED PRESENT ABSENT CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION
GC/MS FRACTION —VOLATILE COMPOUNDS (continued)
b. MASS
5. INTAKE (optional)
a. LONG TERM
AVERAGE VALUE
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
22V. Methylene
Chloride (75-09-2)
X
<1.0
—
1
Ug/1
—
23V, 1,1,2,2-
Tetrachloroethane
9-34-5
/ \
<1.0
—
1
Ug/1
—
24V. Tetrachloro-
ethylene (127-18-4)
x
x
<1 • 0
~
1
Ug/1—
25V. Toluene
(108-88.3)
�/
/�
x
<1.0
-
1
ug/1
—
26V. 1,2-Trans-
Dichlorcethylene
156-60-5
\x/
� \
<1.0
—
1
ug / 1
—
27V. 1,1,1-Trichloro-
ethane (71-55-6)
X
<1 • 0
—
1
Ug/1
—
28V.1,1,2-Trichloro-
ethane (79-00-5)
X
\x/
X
/ \
<1.0
1
ug/1
29V Trichloro-
ethylene (79-01-6)
X
<1 . 0
—
1
Ug/1
—
30V. Trichloro-
fluoromethaneu
5-69-4
/ \
<1.0
1
ug/1
31V. Vinyl Chloride
(75.01-4)
X
<1.0
—
1
ug/1
—
GC/MS FRACTION —ACID COMPOUNDS
TA. 2-Chloropheno1
(95-57-8)
X
<10
—
1
ug/1
~
2A.2,4-Dichloro-
phenol (120-83-2)
v
^
<10
—
1
ug/1
—
3A 2,4-Dimethyl-
phenol (1
X
` /
X
<10
1
ug/1
~
4A. 4,6-Dinitro-0-
Cresol (53452-1)
x
X
<10
—
1
Ug/1
—
5A. 2,4-Dinitro-
phenol (51-28-5)
X
x
<10
1
ug/1
—
6A. 2-Nitrophenol
(88-75-5)
x
<10
—
1
ug/1
—
7A.4-Nitrophenol
(100-02-7)
\X
X
/ \
<10
1
Ug/.1
—
8A. P-Chloro-M-
Cresol(59-50-7)
x
X
<10
—
1
ug/1
—
9A. Pentachloro-
phenol (87-86-5)
x
x
<10
—
1
ug/1
~
10A.Phenol
(108
(108-95.2)
X
<10
-.
1
ug/1
-.
11A.2,4,6-Trichloro-
phenol (88-05-2)
X
` /
X
, \
<10
—
1
ug/1
—
EPA Form 3510-2C (8-90) PAGE V-5 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
2. MARK"X"
3. EFFLUENT
4. UNITS
5. INTAKE (optionao
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. a. LONG TERM
AND
a. b. C. a. MAXIMUM DAILY VALUE (ifavailable) VALUE (ifavailahle) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED
(1) d. NO. OF a. CONCEN- 1 b. NO. OF
(favallable) REQUIRED PRESENT ABSENT CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION b. MASS CONCENTRATION (2) MASS ANALYSES
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS
18. Acenaphthene
(63-32-9)
Testing
and
Reporting
not
Required
2B. Acenaphlylene
(208-96-8)
3B. Anthracene
(120-12-7)
48. Benzidine
(92-87-5)
58. Benzo (a)
Anthracene
(56-55-3)
6B. Benzo (a)
Pyrene (50-32-8)
7B. 3,4-Benzo-
fluoranlhene
(205-99-2)
8B. Benzo (ghi)
Perylene (191-24-2)
'
9B. Benzo (k)
Fluoranthene
(207-08-9)
10B. Bis (1 -Chloro -
ethoxy) Methane
(111-91-1)
11 B. Bis (1-('hloro-
ethyo Ether
(111-44-4)
12B. Bis (1-
ChloroisopropyQ
Ether (102-80-1)
13B. Bis (2 -Ethyl -
hexyl) Phthalate
(117-81-7)
148.4-Bromophenyl
Phenyl Ether
(101-55-3)
15B. Butyl Benzyl
Phthalate (85-68-7)
16B. 2 -Chloro -
naphthalene
(91-58-7)
178. 4 -Chloro-
phenyl Phenyl Ether
(7005-72-3)
188. Chrysene
(216-01-9)
198. Dibenzo (ah)
Anthracene
(53-70.3)
20B. 1,2 -Dichloro-
benzene (95-50-1)
1B.1,3-Di-chloro-
21B.1,3-Di-chloro-
benzene
benzene (541-73-1)
coe c....., ac4n n
`"- t PAGE V-6 CONTINUE ON PAGE V-7

CONTINUED FROM PArF V-A
1. POLLUTANT
AND
CAS NUMBER
(iJavai(able)
GC/MS FRACTION
2. MARK"X'
3. EFFLUENT
4. UNITS 5. INTf
a' b• C.
TESTING BELIEVED BELIEVED
REQUIRED PRESENT ABSENT
— BASE/NEUTRAL COMPOUNDS
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG.
a. MAXIMUM DAILY VALUE (ifavailableJ VALUE (if available)
(1) d. NO. OF
CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES
(continued)
a. LONG T
AVERAGE
a. CONCEN-
TRATION b. MASS CONCENTRATION
22B. 1.4 -Dichloro-
benzene (106-46-7)
Testing
and
Reporting
not
Required
23B. 3,3-Dichloro-
benzidine (91-94-1)
24B. Diethyl
Phthalate (8466-2)
258. Dimethyl
Phthalate
(131-11-3)
26B. Di -N -Butyl
Phthalate (84742)
27B. 2,4Dinitro-
toluene (121-142)
28B. 2,6-Dinitro-
toluene (606-20-2)
29B, Di-N-Octyl
Phthalate (117-840)
30B. 1,2 -Diphenyl -
hydrazine (as Azo-
benzene)(122-66-7)
31B. Fluoranthene
(20644-0)
328. Fluorene
(86-73-7)
336. Hexachloro-
benzene (118-741)
34B. Hexachloro-
butadiene (87-68-3)
B. Hexachloro-
cyclopentadiene
(77-47-4)
36B Hexachloro-
ethane (67-72-1)
37B.Indeno
(1,2,3cd) Pyrene
(193-39-5)
38B.Isophorone
(78-59-1)
39B. Naphthalene
(91-20-3)
40B. Nitrobenzene
(98-95.3)
41 B. N-Nitro-
sodimethylamine
(62-75-9)
42B. N-Nitrosodi-
N-Propylamine
(621-64-7)
=DA r,,..". tee,
" ` "t PAGE V-7 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
1. POLLUTANT
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (oprionao
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. a. LONG TERM
AND
a. b, C. a. MAXIMUM DAILY VALUE (ijavatlable) VALUE (ijavailable) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED
(1) (1) (1) d. NO. OF a. CONCEN- b. NO. OF
(ijavailable) REQUIRED PRESENT ABSENT CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION b. MASS CONCENTRATION (2) MASS ANALYSES
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS (continued)
43B. N-Nitro-
(86-enylamine
30-6)
Testing
and
Reporting
not
Required
44B. Phenanthrene
(85-01-8)
45B. Pyrene
(129-00-0)
46B. 1,2,4-Tri-
chlorobenzene
(120-82-1)
GC/MS FRACTION — PESTICIDES
1 P. Aldrin
(309-00-2)
2P. a -BHC
(319-84-6)
3P. p -BHC
(319-85.7)
4P. y -BHC
(58.89-9)
5P. 8 -BHC
(319-86.8)
6P. Chlordane
(57-74-9)
7P. 4,4' -DDT
(50-29-3)
8P. 4,4' -DDE
(72-55-9)
9P. 4,4' -DDD
(72-54-8)
10P. Dieldrin
(60-57-1)
11 P. a-Enosulfan
(11 �r29-7)
12P. R-Endosulfan
(115.29-7)
13P. Endosulfan
Sulfate
(1031-07-8)
14P. Endrin
(72-20-8)
15P. Endrin
Aldehyde
(7421-93-4)
16P. Heptachlor
(76-44-8)
% -" i PAGE V-8 CONTINUE ON PAGE V-9

CONTINUED FROM PAGE V-8
kms- vt
I—= V -v
2. MARK "X"
1.POLLUTANT
a.
TESTING
b.
BELIEVED
C.
BELIEVED
a. MA)
AND
CAS NUMBER
(f—ilable)
REQUIRED
PRESENT
ABSENT
CONCE
GC/MS FRACTION — PESTICIDES (continued)
17P. Heptachlor
Epoxide
(102457-3)
Te s
18P. PCB -1242
(53469-21-9)
19P. PCB -1254
(11097-69-1)
20P. PCB -1221
(11104-28-2)
21 P. PCB -1232
(11141-16-5)
22P. PCB -1248
(12672-29-6)
23P. PCB -1260
(11096-82-5)
24P. PCB -1016
(1267411-2)
25P. Toxaphene
(8001-35.2)
kms- vt
I—= V -v

EPAtD Number (copy from Item 1 of Form 1)
or NCD991278284 912 7 8 2 8 4 Form Approved. OMB No. 2040-0086
type in the unshaded areas only: Approval expires 5-31-92
FORM " U.S. Environmental Protection Agency
IQ W WEPA Washington, DC 20460
ZF Application for Permit to Discharge Storm Water
NPDES Discharges Associated with Industrial Activitv
Paperwork Reduction Act Notice
Public reporting burden for this application is estimated to average 28.6 hours per application; including time for reviewing instructions, searching existing data sources,
gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate, any other aspect
of this collection of information, or suggestions for improving this form, including suggestions which' may increase or reduce this burden to: Chief, Information Policy
Branch, PM -223, U.S. Environmental Protection Agency, 1200 Pennsylvania Avenue, NW, Washington, DC 20460, or Director, Office of Information and Regulatory
Affairs, Office of Management and Budget, Washington, DC 20503.
I.Outfall Location
For each outfall, list the latitude and longitude
A. Outfall Number
(list) B. Latitude
See Attachment 6 1 1T
Improvements
of its location to the nearest 15 seconds and the name of the receiving water.
D. Receiving Water
C. Longitude
A. Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater
treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited
to, permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions.
1. Identification of Conditions, 2• Affected Outfalls
Agreements, Etc. nusource of disc
mber
/A
4. Final
Compliance Date
3. Brief Description of Project a. req. b. pre
B: You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your discharges) you now have, under
way or which you plan. Indicate whether each program is now under way or planned; and indicate your actual or planned schedules for construction.
Site Drainade Man
Attach a site map showing topography (or indicating the outline of drainage areas served by the ouffalls(s) covered in the application if a topographic map is unavailable)
depicting the facility including: each of its intake and discharge structures; the drainage area of each storm water ouffall; paved areas and buildings within the drainage
area of each storm water outfall, each known past or present areas used for outdoor storage of disposal of significant materials, each existing structural control measure
to reduce pollutants in storm water runoff, materials loading and access areas, areas where pesticides,
its hazardous waste treatment, storage or disposal units (including each area not required to have a RCRA perherbicides, soil conditioners and fertilizers are applied; each rof
e
mit which is used for accumulating hazardous waste
from the facility.
under 40 CFR 262.34); each well where fluids from the facility are injected underground; springs, and othersurf er water bodies which received storm water discharges
EPA Form 3510-2F (1-92) Page 1 of 3
Continue on Page 2

from the Front
.c vWa"rjluVrr.ur ruliuliariIoourceS
A. For each outfall, provide an estimate of the area (include units) of imperious surfaces (including paved areas and building roofs) drained to the outfall, and an estimate of the total surface area
drained by the outfall
Outfall
Number
Area of Impervious Surface
(Provide units)
Total Area Drained
(provide units)
Outfall
Number
Area of Impervious Surface
Total Area Drained
(provide units)
(provide units)
See Attachment 8
-
B. Provide a narrative description of significant materials that are currently or in the past three years have been treated, stored or disposed in a manner to allow
exposure
to storm water; method of treatment, storage, or disposal; past and present materials management practices employed to minimize contact by these materials with
storm water runoff; materials loading and access areas, and the location, manner, and frequency in which pesticides, herbicides, soil conditioners, and fertilizers
applied. are
See Attachments 9 and 10
C. For each ouffall, provide the location and a description of existing structural and nonstructural control measures to reduce pollutants in storm water runoff; and
a
description of the treatment the storm water receives, including the schedule and type of maintenance for control and treatment measures and the ultimate disposal
of any solid or fluid wastes other than by discharge,
Ouffall
Number Treatment List Codes, from
See Attachment 10 - - 2F-1
V. Nonstormwater Discharges
A. I certify under penalty of law hat the ouffall(s) covered by this application have been tested or evaluated for the presence of nonstormwater discharges, and that all
nonstormwater discharged from these outfall(s) are identified in either an accompanying Form 2C or From 2E application for the ouffall.
Name and Official Title (type orprint) Signat
Date Signed
/� /
Robert T. Wilson, Jr. HNP Env. Coor. X1AA4-*Wt)1
B. Provide a description of the method used, the date of any testing, and the onsite drainage points that were directly observed during a test.
The storm water outfalls were visually monitored on November 3, 2010. No non storm, water was observed at any of the outfall
locations.
VI. Significant Leaks or Spills
Provide existing information regarding the history of significant leaks or spills of toxic or hazardous pollutants at the facility in the last three years, including the
date
approximate and location of the spill or leak,. and the type and amount of material released.
There have been no reportable leaks or spills of toxic or hazardous pollutants in the last 3 years.
:DA C,..... I-
rage z or s Continue on Page 3

EPA ID Number (copy from Item 1 of Form 1)
Continued from Page 2 NCD991278284
VII: Discharge Information
A. B, C. & D: See instructions before proceeding. Complete one set of tables for each outfall. Annotate the outfall number in the space provided.
Table VII-A, VII-B, VII-'C are included on separate sheets numbers VII-1 and VII-2.
E. Potential discharges not covered by analysis - is any toxic pollutant listed in table 2F-2, 2F-3, or 2F-4, a substance or a. component of a substance which you
currently use or manufacture as an intermediate or final product or byproduct?
❑ Yes (list all such pollutants below) ❑✓ No (go to Section IX)
VIII. Biological Toxicity Testing Data
Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your discharges or on a receiving water in
relation to your discharge within the last 3 years?
❑ Yes (list all such pollutants below) ❑✓ No (go to Section IX)
No toxicity tests have been performed on storm water outfalls.
IX. Contract Analysis Information
Were any of the analyses reported in Item VII performed by a contract laboratory or consulting firm?
0 Yes (list the name, address, and telephone number of, and pollutants ❑ No (go to Section X)
analyzed by, each such laboratory or firm below)
A. Name B. Address C. Area Code & Phone No. D. Pollutants Analyzed
Environmental Conservation 102-A Woodwinds industrial Ct. [phone] All Pollutants
Laboratories, Inc. Cary NC 27511
X. Certification
I certify under penalty of law that this document and all attachments were prepared under my direcfion 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 fine and imprisonment for knowing violations.
A. Name & Official Title (Type Or Print) B. Area Code and Phone No.
Kelvin Henderson - Plant General Manager [phone]
'C. Signature D. Date Signed
EP Form 3510-2F (1-92) 13— a

EPA ID Number (copy from Item 1 of Form 1) Form Approved. OMB No. 2040-0086
NCD991278284 Outfall 003 1 Approval expires 5-31-92
VII. Discharge information (Continued from page 3 of Form 2F)
Part A — You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.
Pollutant
and
CAS Number
(if.available)
Maximum Values
(include units)
Average Values
(include units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
Oil and Grease
N/A
Biological Oxygen
Demand (BOD5)
Chemical Oxygen
Demand (COD)
Total Suspended
Solids (TSS)
Total Nitrogen
Total Phosphorus
pH
Minimum
Maximum
Minimum
Maximum
Part B — List each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the facility's NPDES permit for its process
wastewater (if the facility is operating under an existing NPDES permit). Complete one table for each outfall. See the instructions for additional details and
requirements.
Maximum Values Average Values
(include units) (include units)
Pollutant Grab Sample Grab Sample
and Taken During Taken During
CAS Number First 20 Flow -Weighted First 20 Flow -Weighted
(ifavailable) Minutes Composite Minutes Composite
Number
of
Storm
Events
Sampled Sources of Pollutants
Temperature
Fecal Coliform
Ammonia
Copper
(7440-02-0)
Nickel
(7440-02-0)
Zinc(7440-66-6)
Total Residual
Chlorine
Hydrazine
Chromium
(7440-50-8)
Iron(7439-50-8)
Tot.Susp.Residu
Free Avail.Clor
Manganese
(7439-96-5) ,
EPA Form 3510-2F (1-92) Page VII -1 Continue on Reverse

Continued from the Front
,v-« t! -VZ) Page VII -2
Part D — Provide data for the storm event(s) which resulted in the maximum values for the flow weighted composite sample.
Date of
Storm
Event
2.
Duration
of Storm Event
(in minutes)
3.
Total rainfall
during storm event
(in inches)
4.
Number of hours between
beginning of storm measured
and end of previous
measurable rain event
5.
Maximum flow rate during
rain event
(gallons/minute or
specify units)
6.
Total flow from
rain event
(gallons or specify units)
7. Provide a description of the method of flow measurement or estimate.
,v-« t! -VZ) Page VII -2

EPA ID Number (copy from Item 1 of Form 1) Form Approved. OMB No. 2040-0086
CD991278284 Outfall nn6 I A e....e.e_ c — eo
VII. Discharge information (Continued from page 3 of Form 2F)
Part A — You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.
Pollutant
and
CAS Number
(ifavailable)
Maximum Values
(include units)
Average Values
(include units)
Number
of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
Grab Sample
Taken During
First 20
Minutes
Flow -Weighted
Composite
Oil and Grease
NIA
Biological Oxygen
Demand (BODS)
Chemical Oxygen
Demand (COD)
Total Suspended
Solids (TSS)
Total Nitrogen
Total Phosphorus
pH
Minimum
Maximum
Minimum
Maximum
Part B — List each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the facility's NPDES permit for its process
wastewater (if the facility is operating under an existing NPDES permit). Complete one table for each outfall. See the instructions for additional details and
requirements.
Maximum Values Average Values
(include units) (include units)
Pollutant Grab Sample Grab Sample
and Taken During Taken During
CAS Number First 20 Flow -Weighted First 20 Flow -Weighted
(if available) Minutes Composite Minutes Composite
Number
of
Storm
Events
Sampled Sources of Pollutants
Temperature
Fecal Coliform
Ammonia
Copper
(7440-02-0)
Nickel
(7440-02-0)
Zinc -(7440-66-6)
Total Residual
Chlorine
Hydrazine
Chromium
(7440-50-8)
iron(7439-50-8)
Tot.Susp.Residu
Free Avail.Clor
Manganese
(7439-96-5)
tVA rorm 3510-2F (1-92) Page VII -1 Continue on Reverse

Continued from the Front
Part C - List each pollutant shown in Table 2F-2, 2F-3, and 2F-4 that you know or have reason to believe is present. See the.instructions for additional details and
requirements. Complete one table for each outfall.
Maximum, Values Average Values
(include units) (include units) Number
Pollutant Grab Sample Grab Sample of
and Taken During Taken During Storm
CAS Number First 20 Flow -Weighted First 20 Flow -Weighted Events
(f available) Minutes Composite Minutes Composite Sampled Sources of Pollutants
Part D — Provide data for the stone event(s) which resulted in the maximum values for the flow weighted composite sample.
1
Date of
Storm
Event
2.
Duration
of Storm Event
(in minutes)
3•
Total rainfall
during storm event
(in inches)
4.
Number of hours between
beginning of storm measured
and end of previous
measurable rain event
5.
Maximum flow rate during
rain event
(gallons/minute or
specify units)
6.
Total flow from
rain event
(gallons or specify units)
7. Provide a description of the method of flow measurement or estimate.
trig corm :fb10-2i- (1-92) Page VII -2

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NC0039586
Attachment 1
Form 1 - Item X Existing Environmental Permits
rIssuingXAgency
Division of Health Services
yPe�o<�'ermtfi
3 "i RS
Main Reservoir
ID Number 3
i
633
Division of Health Services
Auxiliary Reservoir
633
Division of Air Quality
Synthetic Minor
08455
Division of Environmental
Management (DEM)
Well Construction
2497
DEM*
Well Construction
1290
DEM*
Well Construction
1145
DEM*
Well Construction
922
DEM*
410 Certification
WQC-1198
DEM*
401 Certification
WQC-214
Division of Solid Waste
Management
Industrial Landfill
92-10
Division of Waste Management
-Underground Storage Tank
0-006715
DWQ
Laboratory Certification
398
DWQ
Oil Terminal Facility
924020063
Division of Water Quality
NPDES (HNP/HEEC)
NC0039586
DEM*
NPDES (HNP Landfill)
COC NGG 120032
DEM*
Nondischarge
WQ0009475
DEM*
Nondischarge
WQ0000584**
DEM*
Nondischarge
WQ0000506* *
DWQ
Nondischarge
WQ000083 8 * *
Wake County Planning
Land Use
3830
Wake County Planning
Land Use
13383
Nuclear Regulatory Commission
Facility Operating License
NPF63
Division of Radiation Protection
Radioactive Materials License
092-0218-4
USEPA
F-----------
Hazardous Waste
NCD991278284
" V. F. L111L a6cuky uQuic Das u„anguu io Division or water duality.

Harris Plant•!
North Carolina
Attachment 1 - Form 1 - Item XI - Map
Progress Energy Carolinas, Inc.
Harris Nuclear Plant
Wale County
Page 1 of 3

Harris Plant •
North Carolina
Attachment I - Form I - Item XI - Map
Progress Energy Carolinas, Inc.
Harris Nuclear Plant
Wake County
Page 2 of 3

Harris Plant •
I North Carolina I
Attachment 1 - Form 1 - Item XI - Map
Progress Energy Carolinas, Inc.
Harris Nuclear Plant
Wake County
Page 3 of 3

cooling tower 5
evaporative
emergency
service Auxiliary Reservoir 129 Fire Protection
water
overflow 37
24 make-up
-_x(006)'
Harris Reservoir 30 Storm Drains
(See DOW A on page 2)
3 58 vo
2 s I
blowdown 001) 4 25
004
Low Volume Waste 2s
31 002
Cooling Tower Settling Basin Water Pretreatment 32 Potable Water 39 Sanitary Wastewater
Treatment
27
36 40
21
sludge plant & HEEC sludge
usage
Service Water 7 6 16 (003 Metal Cleaning
16 Waste
used oil
50
Non-contam. Oily Make-up and 42
1_�enser Waste & Floor Drains/ Polishing Reactor Coolant
Oil Waste Se arator Polishing
System (005)
s
12 17 19 35 43 Radwaste
44 Processing System
Demineralizers Condensate Waste Chemical and
Polishers Neutralization Basins 2 Auxiliary Boilers Volume Control 48 49
System
13
9 11 34
14
10
Steam Generator 15 Reactor Condensate Storage Attachment 3 — Form 2C
Secondary Waste 22 non-radloactive Progress Energy Carolinas, Inc.
Holding Tanks 23 radioactive Harris Nuclear Plant -Wake County, NC

Treated water tank drains
Yard & roof drains
Water treatment steam heater drains
Condenser water box drains
Fire protection system
Detail A
Detail B
I Attachment 3 — Form 2C
Progress Energy Carolinas, Inc.
Harris Nuclear Plant— Wake County, NC
Schematic of Water Flow
Page 2 of 5 January 2011
Q
Secondary Waste
42 Reactor coolant system
Sample Tank
y49
Boron recycle
Treated Hot
an
51 Equipment drain
Shower Tank
Secondary waste
Floor drain
Waste Monitor
y
Tank
0
53 Laundry hot shower
Waste Evaporator
a
54 Laboratory
Condensate Tank
55 Filter back flush
(005
To combined outfall CTB line
4s
Boron
recycle to chemical &
volume
control system
Detail A
Detail B
I Attachment 3 — Form 2C
Progress Energy Carolinas, Inc.
Harris Nuclear Plant— Wake County, NC
Schematic of Water Flow
Page 2 of 5 January 2011
Q

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NCO039586
Attachment 3
Form 2C - Item II -A Flows, Sources of Pollution, and Treatment Technologies
Stream
Flow @ Maximum Power*
Flow @ Temperature
Shutdown*
Notes
1
21,000 gpm
21,000 gpm
Emergency/Testing/ Intermittent use
2
510 MGM
0 — 5 MGM
Varies with dissolved solids
3
864 MGM
9 MGM
Cooling tower make-up
4
648 MGM
4 MGM
Average meteorological condition
5
0 — 14,000 gpm
0 — 14,000 gpm
Cooling tower bypass line
6
500,000 gpm
0 — 284,000 gpm
7 '
500,000 gpm
0 — 284,000 gpm
8
300 gpm
0 — 176 gpm
9
20,800
0-10,000
Intermittent operation
10
300 gpm
0 — 176 gpm
11
1.2 MGM
210,000
Condensate polisher regenerations and
rinse (Intermittent operation)
12
24,000 gpm
0 — 16,500 gpm
13
24,000 gpm
0 —16,500 gpm
14
315,900 gpm
0 —185,000 gpm
15
315,900 gpm
0 — 185,000 gpm
16
6 MGM
5 MGM
17
208,300
208,300
18
0
0
Very infrequent operation
19
666,600
666,600
20
500
500
Auxiliary boiler drains
21
50,000 gpm
50,000 gpm
Service water system
22
1,220,800
220,000
Secondary waste (Nonradiological),
alternate route
23
0
0
Secondary waste (Radiological), not
normally used
24
0 —1 MGM
—
Make-up as needed
25
7,645,000
7,645,000
26
4,000,000
4,000,000
27
300 lbs/month
300 lbs/month
Settling basin sludge
28
3,033
3,033
Treated water tank drains
3 of 5

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NCO039586
29
11,000
11,000
Fire pump test
30
8,786,200
8,786,2000
Storm drains includes rainwater and
firewater
31
1.2. MGM
1.2 MGM
Potable water
32
2,445,000
2,445,000
33
39;000
39,000
Reactor coolant system
34
1,200,000
1,200,000
Demineralized water
35
500
500
Demineralized water to auxiliary
boilers
36
11,000
1.1,000
Fire pump test
37
1,167
1,167
Hydrant and drain tests
38
693;000
693,000
Plant and HE&EC water usage
39
0.2 MGM
0.2 MGM
Sanitary waste
40
—
—
Sludge removal as necessary
41
8,340,000
8,3405000
Yard and roof drains
42
10;000
10,000
43
33,300
33,300
44
_
_
Makeup as required
45
1,220,800
220,000
Makeup 9 and 11
46
0.2 MGD
0.2 MGD
Sanitary waste
47
413,000
413,000
Radwaste
48
10,000 gpm
10,000 gpm
Boron recycle
49
67;000
67,000
Boron Recycle/CVS letdown
50
30
30
Used oil
51
75,000
75,000
Equipment drains
52
316,000
316,000
Floor drains
53
7,000
7,000
Decontaminated waste .
54
61000
6,000
Laboratory waste (chemistry)
55
4,160
4,100
Varies with number of filter
backwashes
56
5 — 10 gpm
5 — 10 gpm
Water treatment steam heater drains
57
120,000
120,000
Condenser water box (approximately
two drains/year)
58
6,950,700
6,950,700
Low-volume waste
units: uallons per month.unless otherwise noted
4 of 5

Holding Tank
Lab Waste I10 4, lip- I Sump
Cooling Tower 1 0.002 MGD
Blowdown
EOF Building _� Lift Station
(o.ol Influent bBarscreen � i Influent Pump
r♦ 1 Station
Fire Pump
Once -through
Engine Cooling
(5,000 gallons semi -annual)
Radiological
Wastewater 1-10- Holding Tank
(0.017 MGD)
Blowers
TTF Lift Station Lift Station NDE Building
C&OS Building Boat Storage
Building
Filter Backwash
* IAerated Pond Stabilization Pond Polishing Pond Sand Filter
(Lagoon 1) (Lagoon 2) (Lagoon 3)
MGD) -
1
Air
1
De -chlorination
De -chlor Tablets
1
1
.1
1
I
I
1
1
r _ _Chlorination System
I
Chlorine Contact
Tank
Attachment 3 — Form 2C
Progress Energy Carolinas, Inc.
Harris Energy & Environmental Center
Wake County, NC
Schematic of Water Flow
Page 5 of 5 January 2011

Progress Energy Carolinas, Inca
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NC0039586
Attachment 4
Form 2C — Item II -B Flows, Sources of Pollution, and Treatment Technologies
HARRIS NUCLEAR PLANT
The Harris Nuclear Plant (HNP) consists of a 900 MW generating unit and associated facilities.
The HNP systems include a Westinghouse pressurized water reactor, three re -circulating steam
generators, a turbine generator, a one -pass condenser, an open re -circulating (cooling tower)
cooling water system, and a lake to makeup water lost by evaporation. In a pressurized water
reactor design, steam is produced in the secondary system steam generators using hot water from
the reactor core. The primary system does not normally come into contact with any other part of
the generating system, such as the steam cycle which includes the turbine and the condenser.
Outfall 006 — Combined Outfall to Harris Lake
The HNP operates on an open re -circulating cooling system using a natural draft cooling tower
and 4100 acre makeup water storage reservoir. All five major wastewater discharges at the HNP
are combined in a 36 -inch diameter common pipe which discharges to the Harris Lake 500 feet
offshore at 40 feet below the surface (Discharge Serial No. 006 in this application.) The
individual waste streams contributing to the common outfall pipe are: cooling tower blowdown,
sanitary waste treatment plant effluent, metal cleaning wastes, low-volume wastes, and radwaste
system. (These waste streams are enumerated in the present permit as Discharge Serial Numbers
001,002,003,004,a ' nd 005, respectively.) Toxicity testing has been conducted on the combined
outfall line since Febuary 1990. Each of the waste streams, as well as miscellaneous discharge
points, are described in this narrative. Also included is a list of chemicals which are expected to
be in waste streams from the HNP (Attachment 5).
Outfall 001 - HNP Cooling Tower Blowdown discharge to Outfall 006
The cooling tower provides the condenser with a supply of water for removing the heat rejected
bye the condensation of steam. (The circulating water temperature rise across the condenser is
25 F.) This heat is dissipated primarily by evaporation as the water falls through the tower. This
evaporation is essentially pure water vapor, with the dissolved and suspended solids remaining to
concentrate.
To prevent the solids from causing scale and corrosion problems, some of the concentrated
cooling water is discharged from the cooling tower basin, i.e., blowdown. During plant
operation, the cooling tower basin continuously discharges for optimum performance.
Blowdown currently averages approximately`6 MGD. Makeup water for cooling tower
evaporative losses and cooling tower blowdown is provided from the main reservoir. The
cooling tower also serves as a partial source of service water, which is used for non -contact
cooling of auxiliary equipment throughout the plant. The cooling tower is infrequently drained

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NCO039586
for maintenance. The normal operating procedure includes draining the residual water to the
lake via Discharge Serial No. 006.
Occasionally, the condensers are drained for maintenance and repairs. When the condensers are
drained, it is necessary to route the residual water (approximately 60,000 gallons per condenser
per event) to area storm drains which discharge to the lake. This water is monitored prior to
discharge for appropriate parameters required for cooling tower blowdown in accordance with
the NPDES permit. Presently, condenser draining events are reported with relevant monitoring
data to DWQ on attachments to monthly Discharge Monitoring Reports.
Outfall 002 - HNP Sewage Treatment Facility discharge to Outfall 006
A 0.025 MGD extended aeration sewage treatment facility serves the HNP. The facility consists
o ' ation basin, aeration basin, sludge holding tanks, raw sewage holding tank,
clarifiers, and chlorine contact tanks. Disinfected effluent is pumped to the common outfall pipe.
Currently, sludge is land applied off site by a contract disposal firm (Granville Farms, Inc.,
Permit No. WQ0000838). Because the HNP sewage treatment facility receives industrial type
waste as well as domestic type waste, the land application of the mixed sludge meets the >
exemption conditions stipulated at 40 CFR Part 503.6:
In addition to sanitary waste, HVAC condensate is discharged to the sewage treatment facility.
Outfall 003 - HNP Metal Cleaning Wastes discharge to Outfall 006
Infrequently, cleaning of heat exchanger equipment by chemical solutions may be necessary.
Cleaning solutions would be routed to the waste neutralization basin for pH adjustment
(or other chemical neutralization) prior to discharge to the settling basin where further treatment
by sedimentation occurs. To date, the only metal cleaning which has been conducted
was a preoperational flush. If a new system is added in the future or if an existing system is
changed out, flushing could be necessary again. Also, metal cleaning may be needed in the
future for plant systems (e.g., steam generators, auxiliary boilers, piping, etc.). Chemical
solutions used may include phosphates, organic cleaners, citric acid, or oxalic acid.
Outfall 004 - HNP Low -Volume Wastes discharge to Outfall 006
In the operation of the HNP, there are many processes which result in intermittent low volumes
of various waste streams. Low-volume waste is'treated by neutralization (for pH adjustment),
sedimentation, and separation. These wastes may be treated in the. oily waste separator and/or
neutralization basin as needed prior to routing to the sedimentation basin, which ultimately
discharges to the common outfall line. Annually as a maintenance practice this basin may be
physically cleaned- using chlorine, a bisulfate is added after cleaning to remove the chlorine

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NC0039586
before discharge. Chemicals present in these systems may include corrosion products (such as
copper and iron) corrosion inhibitors (such as nitrites, molybdates, ammonia, hydrazine,
carbohydrazide, and ethanolamine), acids and bases from water treatment processes, and
wastewater from ion exchange processes and ammonium bisulfite from dechlorination. Low-
volume waste flow from the settling basin averages approximately 0.2 MGD. The various low-
volume waste sources are described below:
a) Water treatment system wastes from processing of demineralized water and potable
water.
(The water treatment system includes coagulation, filtration, disinfection,. and ion
exchange. Wastes from treatment include filter backwash and demineralizer regeneration
wastes.)
b) Non -radioactive oily waste, floor drains, and chemical tank containment drains.
(Turbine building wastes which could contain oil are routed to the oily waste separator
for treatment prior to routing to the neutralization basin. Used oil is collected by a
contractor for reclamation.)
C) Steam generator and auxiliary boiler draining following wet layup
d) Non -radioactive secondary waste from condensate polishers
e) Miscellaneous drains/leaks from condenser, steam generator, and secondary components
f) Auxiliary boiler system blowdown
g) Miscellaneous waste streams not otherwise identified elsewhere in this application.
Outfall 005 - HNP Radwaste Treatment System discharge to Outfall 006
The radwaste system is designed to collect, store, process, and release any radioactive or
potentially radioactive liquids associated with operation of the nuclear power plant. The waste
streams are collected in tanks and sampled for conventional pollutants and radioactivity. The
specific batch treatment is selected based on these analytical results. This allows for selection of
the proper treatment processes for each individual batch. Most radwaste streams are treated by
the Modular Fluidized Transfer Demineralization System (MFTDS) that uses filtration and ion
exchange in a mariner that minimizes the production of solid wastes. Boric acid is recycled. The
secondary waste system' (SWS) is for treating radioactively -contaminated water from the
secondary steam cycle system; however, since that system is not normally contaminated, those
flows are routed to the normal low-volume waste treatment system after radiological monitoring.

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NC0039586
After treatment, the radwaste flows are stored in one of four tanks: the secondary waste sample
tank, the treated laundry and hot shower tank, the waste monitor tank, or the waste evaporator
condensate tank. After monitoring to verify adequate treatment, the tanks are discharged to the
common outfall line.
The cooling tower bypass line provides a flow of lake water for radwaste releases, as regulated
by the NRC.
Other HNP Discharges
1. Storm Drains
Runoff from parking lots, outside- storage areas, roof drains, and other areas on the plant
site are collected in storm drains and ultimately routed to release points which discharge
to Harris Lake. Flow contributed from those areas is estimated at 8.8 million gallons
per month, based on average rainfall of 43 inches per year and a runoff assumption factor
of 0.7.
In addition to stormwater, a few miscellaneous sources of water are also intermittently
routed to the storm drains. These sources that have a minor contribution to overall storm
drain flows are as follows:
a. Upflow filter clear well drains
The upflow filter clearwell stores filtered lake water which is used in the potable
water treatment system. Periodically, some of the water from this tank is drained
to the storm drains that discharge to Harris Lake. This water may contain low
concentrations of chlorine because sodium hypochlorite is added to control
biological growth in the tank prior to treatment through the upflow filter.
b. Heat exchanger on the demineralizer feedwater
It is necessary to heat the source water to the demineralized water .treatment
system to achieve optimum degassification. To accomplish this, steam is used to
heat the feedwater. The condensed steam is discharged to the storm drains that
flow to Harris Lake at approximately 5 - 10 gallons per minute. This steam could
contain trace amounts of hydrazine and ammonia used for chemistry control in the
auxiliary boiler steam system. Due to the low flow rate and the long retention
time, the temperature of the condensed steam_ should be at ambient temperature
upon reaching the lake.
C. Condenser water box -drains
4

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and' Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NCO039586
Prior to condenser maintenance or repairs it is sometimes (approximately
twice/year) necessary to drain circulating water to the storm drains
(approximately 60,000 gallons per condenser per event) that discharge to Harris
Lake. This water is monitored for selected cooling tower-blowdown parameters.
d. Filtered water storage tank
Water from the upflow filter clear_well is treated using a micro -filtration unit for
turbidity control and then stored in a tank prior to subsequent filtration (nano-
filtration unit) and disinfection. Qccasionally, some water from this tank may be
drained to the storm drains that discharge to Harris Lake. This water may contain
trace amounts of chlorine.
e. Fire protection system
Approximately 5000 gallons of lake. water used for annual testing of the fire
protection system is routed to most of the storm drains that discharge to Harris
Lake. In the event of a fire, additional water could be discharged to storm drains.
f. Condenser hotwell
During outages (approximately once per 18 months) it is necessary to drain the
condenser hotwell for condenser maintenance and inspection. Approxmiately
70,000 gallons of this water resulting from con_ densed steam is drained to storm
drains that discharge to Harris Lake. It may contain trace amounts of
ethanolamine, 100 ppb or less of boron, and 100 ppb or less ammonia.
g. Condensate storage tank
Infrequently it is necessary to drain the condensate storage tank for maintenance.
Approximately 400,000 gallons per event is drained to storm drains that discharge
to Harris Lake. It may contain 200 ppb or less boron, 1000 ppb or less ammonia,
and trace hydrazine.
h. Air conditioning=s stem condensate
The condensate from various building air conditioning systems flows to various
storm drains to Harris Lake. The volume is generally low and is greatest in the
humid summer months.
Service waters stem strainers
Infrequently, when service water strainers located at the makeup pumps from the
cooling tower basin are backwashed to remove biofouling organisms or debris, a

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NCO039586
small .volume of service water overflows -the basin and runs to the adjacent storm
drain that discharge to Harris Lake.
j. Maintenance Activities
During maintenance activities at the facility it may become necessary to drain all
or some portion thereof of the following plant systems; normal service water,
emergency service water, circulating water, potable water, and demineralized
water. Maintenance activities at the facility may also require the hydrostatic
flushing of system piping with discharge to the storm drain system. In addition,
the facility may find it necessary to wash equipment .with demineralized water
with the discharge to storm drains
2. Emergency Service Water System
This system primarily provides non -contact cooling water for nuclear safety-related
equipment systems and during emergency conditions. The emergency service water
system discharges to the auxiliary reservoir which is used as the plant?s heat sink during
emergency conditions, a feature required by Nuclear Regulatory Commission regulations
to provide a reliable supply of cooling .water. Under normal operating conditions, the
auxiliary and the main reservoirs are isolated from each other; however, the reservoirs
may be connected as necessary. In addition to emergency situations, this system is used
periodically for testing purposes or for containment cooling as needed. This water may
contain traces of chemicals identified for the, cooling tower blowdown.
6

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NC0039586
HARRIS ENERGY & ENVIRONMENTAL, CENTER
The Harris Energy & Environmental Center (HE&EC) includes facilities that provide support
services (laboratories and training classrooms) for the HNP and other CP&L operations. The
sources of wastewater at the HE&EC are domestic waste, conventional laboratory waste, cooling
tower blowdown, and potentially radioactive liquid waste from the radiochemistry and
metallurgy laboratories. Additionally, floor drains from several shops and storage buildings are
routed to the wastewater treatment facility. All waste streams, with the exception of the
radiological wastewater, receive treatment in the 0.020 MGD wastewater facility.
Components of the treatment facility include a bar screen, submersible pump station as an
influent pump station, three treatment ponds, sand filtration, chlorination and dechlorination, as
well as the various lift stations for the HE&EC's various buildings. The pond portion of the
treatment facility consists_ of an aerated pond with a minimum retention time of 10 days followed
by a stabilization pond, also with a minimum retention time of 10 days. The third pond is a
polishing pond with a minimum 2 -day retention time. Effluent from the treatment facility is
discharged via the effluent discharge pipe into Harris Lake.
If necessary sludge from the treatment facility will be removed and land applied by a contractor
(a contractor for sludge disposal will be chosen when needed). Because the treatment facility
receives industrial type waste as well as domestic type waste, the land application of the mixed
sludge meets the exemption conditions stipulated as 40 CFR 503.6
Domestic Waste
The maximum domestic waste flow from the HE&EC sanitary facilities is approximately 0.014
MGD. In addition to the approximately 235 permanent employees on the site, the HE&EC,
serving as a company training facility and as a visitors' center for the nearby Harris Nuclear
Plant, accommodates a fluctuating population (ranging from 0 to 450 additional people per day).
Laboratory Waste
Laboratory waste flow, consisting primarily of rinse water from the chemical, metallurgical, and
biological laboratories, is approximately 0.001 MGD. HE&EC personnel are educated in the
proper disposal of laboratory wastes and are encouraged to minimize the use of laboratory drains
for chemical disposal. Most laboratory chemical wastes and virtually all oily wastes are
drummed for off-site disposal. Laboratory wastes that are not drummed may go to one of two
5,000 gallon holding/neutralization tanks for visual inspection and testing before being
discharged to the influent pump station.
Cooling Tower Blowdown
Cooling tower blowdown from the HE&EC air conditioning, system averages approximately
0.002 MGD. Chemical additives include an"algicide'(aqueous glutaraldehyde solution) and a
7

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NCO039586
suspension agent. The treatment and extended retention time in the ponds should ensure no
algicide is discharged to Harris Lake.
Radiological Wastewater
The majority of the radiological wastewater results from the cleaning of laboratory glassware. In
addition, small quantities of liquid radiochemistry laboratory samples, radioactive metallurgy
laboratory wastewater (which is prefiltered with a paper cartridge to remove particulates before
disposal), liquids generated from analyses of plant 10 CFR Part 61 samples, and reagents are
disposed via the HE&EC radiochemistry laboratory drains to a holding tank. Approximately
5,000 gallons are discharged annually from the holding tank, as allowed by the radioactive
materials License No. 092-0218-4, issued by the N.C. Division of Radiation Protection. The
effluent from the radiological holding tank combines with the effluent from the sewage treatment
plant and discharges into Harris Lake.
Radiochemical analyses are performed prior to release to calculate the total activity in the waste.
These analyses include gamma spectrum analysis using intrinsic germanium gamma
spectrometry systems, as well as direct analysis for Tritium, Iron -55, Nickel -63 and Strontium -
89/90. Individual radionuclides have different release limits, however, the total Tritium activity
discharged per calendar year shall not exceed 20 millicures, and the total activity excluding
Tritium discharge.per calendar year shall not exceed 5 millicuries.
Additionally, the pH of the wastewater is determined before release. The pH must be between
six and nine and is adjusted, if necessary, using 50% sodium hydroxide. The tank is agitated
after addition of the sodium hydroxide, and an additional sample is analyzed to verify that the
appropriate pH adjustment is achieved.
Stormwater
Stormwater runoff from the HE&EC is composed of parking lot, roof, and lawn drainage. This
non -industrial stormwater is not subject to the Phase I stormwater regulations of 40 CFR Part
122.

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NC0039586
Attachment 5
Form 2C - Item VI Potential Discharges Not Covered By Analysis
Chemical
Quantity
Frequency
Purpose
(used per year, estimate)
Ammonia
2000 gallons
As needed
pH control
Ammonium Bisulfite
12,000 gallons
Daily
C12 removal
BETZ FOAMTROL
100 gallons
As needed
Foam control agent
1440
BETZ Flogard MS6208
1800 gallons
As needed
Corrosion control
BETZ Depositrol
7000 gallons
As needed
Corrosion control
PY5200 or BL 5325
BETZ Inhibitor AZ
7000 gallons
As needed
Corrosion control
8104
BETZ Spectrus BD
Amount varies depending
As needed
Corrosion control
1500
on biological activity and
temperature of makeup
water
BETZ Flogard MS
9000 gallons
As needed
Corrosion control
6222
BETZ Polymer 1192
600 gallons
As needed
Corrosion control
Boron
13, 000 lbs
As needed
Reactivity control
Detergent and Waxes
300 — 400 gallons
Weekly
Housekeeping
Ethanolamine
7000 gallons
Daily
Corrosion control
Hydrazine
1000 gallons
Daily
Corrosion control
Polyelectrolytes
200 — 300 gallons
As needed
Water treatment
Sodium Carbonate or
200 — 300 lbs
As needed
pH adjustment
Bicarbonate
Sodium hypochlorite
Amount varies depending
2 to 3 times / Day
Biocide
(15% solution)
on biological activity and
temperature of makeup
water
Sodium hydroxide
1,106,800 lbs
As needed
pH control and resin
(50%)
regeneration
Sodium or Potassium
100 — 200 gallons
As needed
Corrosion control
Molybdate
Sodium EDTA
100 — 200 gallons
As needed
Corrosion control
Sodium or Potassium
500 lbs
As needed
Corrosion control

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NCO039586
Nitrite
Sulfuric Acid
815,000 lbs
As needed
pH control and resin
regeneration
Potassium
Permanganate
200-400 gallons
Daily
Iron Control
50% Citric Acid
200-400 gallons
As needed
System Cleaning
Carbohydrazide
As needed
Corrosion Control
GEBetz AD -20
200-400 gallons
As needed
System Cleaning
GEBetz AK -110
200 -400 gallons
As needed
System Cleaning
GEBetz Kleen MCT-
511
200- 400 gallons
As needed
System Cleaning
GEBetz Kleen MCT-
103
200-400 gallons
As needed
System Cleaning
GEBetz DCL -32
200-400 gallons
Daily
Chlorine Removal
GEBetz Hypersperse
MDC -700
200-400 gallons
Daily
Membrane Deposit
Control
GEBetz Flogard POT
80L Zinc Phosphate
200-400 gallons
Daily
Corrosion Control
GEBetz Spectrus 1300
1440 gallons
Daily
Non -oxidizing Biocide
GEBetz DT 1401
2700 gallons
. Daily
Buffering Agent
Potassium Persulfate
0.6 M
100 gallons
Daily
Analyzer Reagent
Phosphoric Acid
0.6 M
100 gallons
Daily
Analyzer Reagent

Progress Energy Carolinas, Inc.
Harris Nuclear Plant and Harris Energy & Environmental Center
National Pollutant Discharge Elimination System Permit Number NC0039586
Attachment 6
Form 2F — Item 1 Outfall Locations
A. Outfall Number
B. Latitude
C. Longitude
D. Receiving Water
SW -A
350
38' 1
25"
780
57'
14"
Harris Lake
S W -B
350
38'
07"
780
57'
07"
Harris Lake
SW -001
350
38'
17"
780
57'
03"
Harris Lake
SW -002
350
38'
09"
780
57'
00"
Harris Lake
SW -003
350
38'
05"
780
56'
57"
Harris Lake
S W-004
350
37'
48"
780
56'
50"
Harris Lake
SW -005
350
37'
47"
780
57'
11"
Harris Lake
SW -006
350
37'
37"
780
57'
13"
Harris Lake
SW -007
350
37'
451'
780
57'
31"
Harris Lake
SW -008
350
38'
08"
780
57'
36"
Harris Lake
SW -009
350
38'
08"
780
57'
32"
Harris Lake

� �n
6