NCS000575_Previous Wastewater-SW Application_20100616

�j Progress Energy
NPDES permit renewal request
Asheville Steam Electric Plant
Permit Number: NC0000396
Buncombe County
June 11, 2010 I 1 JUN 16 2010
ID]

��?O Progress Energy
' Hand Delivered
June 11, 2010
File Point: 12520-B-01
Tom Belnick, Supervisor
Complex NPDES Permitting Unit
i North Carolina Division of Water Quality
1 1617 Mail Service Center
I Raleigh, NC 27699-1617
' Subject: Carolina Power & Light Company dba Progress Energy Carolinas Inc.
Asheville Steam Electric Plant
NPDES Permit No. NC0000396
Buncombe County
Renewal Application
I M Dear Mr. Belnick:
The current NPDES permit for the Asheville Steam Electric Plant expires on December 31, 2010.
' Progress Energy hereby requests that the NPDES permit for the facility be reissued. Enclosed are EPA
Application Form 1 — General Information, EPA Application Form 2C — Wastewater Discharge
Information and EPA Application Form 2F — Stormwater Discharges Associated with Industrial Activity,
' all in triplicate.
As we have previously discussed with DWQ staff, in order to facilitate enhancements to the existing dam
of our 1964 ash pond, Progress Energy proposes to relocate outfa11001 to a point approximately 3000 feet
downstream of its current location. This relocation will be necessary to allow for additional stabilization
work to be undertaken on the existing 1964 ash pond dam. The proposed relocation is to a point where
access under Interstate 26 already exists. Coordinates for the proposed discharge point are North
35.47367 and West-82.504. Enclosed with this renewal application is information pertaining to the 7Q10
and IQ 10 flows provided to us by staff of the USGS for this location.
With reissuance of the NPDES permit, Progress Energy requests the following language regarding usage
of biocides and the completion of the Biocide Form 101 be added to the permit:
The permittee shall not use any biocides except those approved in conjunction with the permit
application. The permittee shall notify the Director in writing not later than ninety (90) days prior to
instituting use of any additional biocide used in cooling systems which may be toxic to aquatic life
other than those previously reported to the Division of Water Quality. Such notification shall include
completion of Biocide/Chemical Treatment Worksheet--Form 101. Division of Water Quality
approval is not necessary for the introduction of new biocides into outfalls that are tested for whole
effluent toxicity. Completion of the Biocide Worksheet is thus, not necessary for those outfalls with
toxicity testing requirement.
In addition, Progress Energy also requests the following reductions in monitoring requirements based on
analysis of sampling results during the term of the current permit:
Progress Energy Carolinas, Inc.
Asheville Steam Plant
200 CP&L Drive
Arden, NC 28704

AN Outfall 005
Remove sampling requirements for Beryllium, Cadmium, Chromium, Copper, Lead, Manganese, Nickel,
Silver, Thallium, Zinc and Fluoride.
Outfall 001
Remove monitoring requirements for Beryllium, -Cadmium, Chromium, Copper, Lead, Manganese,
.. Silver, Thallium, Zinc, Fluoride, Total Nitrogen and Total Phosphorus.
Reduce required monitoring for Mercury to twice per month.
Condition A.(7) of the current NPDES permit for the Asheville Steam Electric Plant requires that
Progress Energy request a continuation of its 316(a) variance beyond the term of the present permit.
Enclosed is an EPA guidance letter dated August 11, 1988 outlining the general procedure to be followed
in requesting the continuance of a 316(a) variance. The following is Progress Energy's response to the
pertinent factors contained in the EPA general procedure for the reissuance of the 316(a) variance:
1. The permittee must request the variance be continued.
Response: Progress Energy hereby requests continuation of the 316(a) variance reflected in
its present NPDES permit for the Asheville Steam Electric Plant.
2. Plant operating conditions and load factors are unchanged and are expected to remain so for the
term of the reissued permit.
do
Response: The plant operating conditions and load factors are unchanged and are expected
to remain so for the term of the reissued permit.
3. There are no changes to the permittee's knowledge to the plant discharges or other discharges in
WO the plant area which could interact with thermal discharges.
Response: During periods of drought, as makeup water is pumped from the French Broad
River to Lake Julian to sustain operating cooling water levels, Progress Energy
staff suspect there may be some influence in Lake Julian from our upstream
discharge point in the French Broad River. This permit application includes a
... proposal to relocate the discharge point from the facility's ash pond (outfall 001)
to facilitate enhancements to the facility's 1964 ash pond dam. This outfall
relocation should also eliminate any potential influence in Lake Julian from our
discharge in the French Broad River.
4. There are no changes to the permittee's knowledge to the biotic community of the receiving water
body which could impact the previous 316(a) determinations.
Response: As demonstrated by Progress Energy's environmental monitoring, since issuance
of the current NPDES permit there have been no changes to the biotic
community of Lake Julian which would impact the previous 316(a)
determinations.
r-7
Am

NO
If you have any questions regarding the enclosed information, please contact Shannon Langley at (919)
546-2439.
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.
Enclosures
cc: Laurie Moorhead (Asheville Plant)
Crystal Diedrich (Asheville Plant)
Shannon Langley (PEB 4)
Sincerely,
Garry A. Whisnant
Asheville Plant Manager

'.4 . - %..
UNITED STATES ENVIRONMENTAL. PROTECTION AGENCY
REGION IV
345 COURTLANO XTRCCT
3 ATL%1fMTA, GCORGiA 30343
August 11, 1988
REF: 4M-FP
Mr. Clyde Baldwin
Division of Water
KY' Natural Resources & Environmental
Protection Cabinet
Fort Boone Plaza
l8 Reilly Road
Frankfort, KY 40601 •
RE: 316 GL for Permit Reissuance
� idra�nce _ .
Dear Mr. n:
• Quet locos have arisen as to what prooedures aa:d activities are neaesrary in
ng permit for A facility which has thermal limitations based on a
Previous variance granted under Section 316(a) of the Clean water Act. The
hollowing is provided as a follow-up to information provided at the- Feliruary
1988, EPA,/State meting in Destin, Florida.
J
A thermal variance granted under S316(a) terminates on expiration of the NPMS
pe=it of which it is a part (Attachment -A). Procedures for a reissuanoe are
virtually unchanged. from an initial determination. The amount of data necessary
to SUPPQrt the variance at the time of reissuance will probably be minimal.
Noweeer, if conditions have changed materially, a significant quantity of informa-
tion may be needed.
NOTE:-Tb the extent that peaaitteen are. unaware of these requirements, they
should be notified of them expeditiously so that they can be prepared.
The general procedure is as follows:
I. The permittee must request that the variance be continued, preferably at the
time of permit application. At that time, he should provide a basis for that
continuance. The basis could be as simple as: (a) plant operating conditions
and load fors are unchanged and are expected to remain so for the team of
the reissued permitr (b) there are no changes (to his krxwl
edge) to plant
discharges or other discharges in the plant site area which could interact
with the thermal di
to the biotic canmungo�f ?thedreceivthere
i �waterbare � changes (to his knowledge)
previous 316 d6termin ations. body which would impact the
rrt 2. If the permitting authority agrees with the basis► appropriate permit condi-
tions would be developed; otherwise, additional data would be requested as
needed. Request for additional data must be made within 60 clays of receipt of
the application (Answer to Question 7► Attachment A). Additional studies can
be made a permit requirement if needed (Answer to Question 7).

R,
Page 2
August 11, 1988
3. The Fact ShOO Rationale should contain a s
frcm the - previaus 'wry of 316 variance activs
pezmits (dates, detezncinations, limitations, itieetc.) and an
indication of the M40sed basis for continuing the 316 variance. Stele
language is included in Attachment s.
4. The Public notice requirements are contained in S124.75(a).
is also included in Attachment B. ale language
Should
ld you z have � motions or need assistance, feel free to contact
me at
Sincerely yours,
Charles H. Kaplan, P.E.
National ExPert Steam Electric/Water
©ncicsures g
cc: Mr. R. Bru e • Scott
Identical letters sent to all states in Regien IV
t.
go

atlls
Please print or type in the unshaded areas only.
Form Approved. OMB No. 2040-0086.
FORM
U.S. ENVIRONMENTAL PROTECTION AGENCY
GENERAL INFORMATION
T,A C
Consolidated Permits Program
XEPAMBE\=.EPA
D
GENERAL
(Read the "GeneralInstructions" before
starting.)
LABEL ITEMS
GENERAL INSTRUCTIONS
label has been provided, affix it in the
designated space. Review the information carefully; if any of it
1, ' SPA (. f't(LiSiW
is Incorrect, cross through it and enter the correct data in the
appropriate 111Hn area below. Also, If any of the preprinted data
is absent (the area to the left of the label space lists the
EASE pUA01E 1AML I - H' 45' information that should appear), please provide it in the proper
fllNn steals) below. If the label is complete and correct, you
V. PA ,ITY MAIL11dG
need not complete Items I, 111, V, and VI (except VI-B which
Ap
must be col mpeted regardless). Complete all items f no label
has been proded. Refer to the Instructions for detailed item
Vf," FACILITY LOCATION
descriptions and for the legal authorizations under which this
data is collected.
11. POLLUTANT CHARACTERISTICS iN
INSTRUCTIONS: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer "yes" to any questions, you must
submit this form and the supplemental form listed in the parenthesis following the question. Mark "X" in the box in the third column if the supplemental form is attached. If
you answer "no" to each question, you need not submit any of these forms. You may
answer "no" if your activity is excluded from permit requirements; see Section C of the
instructions. See also, Section D of the instructions for definitions of bold-faced terms.
Mark
"X"
Mark "X'
SPECIFIC QUESTIONS
YES
NO
FORM
SPECIFIC QUESTIONS
YES
NO
FORM
ATTACHED
ATTACHED
A. Is this facility a publicly owned treatment works which
B. Does or will this facility (either existing or proposed)
results in a discharge to waters of the U.S,? (FORM 2A)
X
include a concentrated animal feeding operation or
X
aquatic animal production facility which results in a
is
17
18
19
discharge to waters of the U.S.? (FORM 2B)
C. Is this a facility which currently results in discharges to
�/
X
�/
X
D. Is this a proposed facility (other than those described in A
waters of the U.S. other than those described in A or B
or B above) which will result in a discharge to waters of
X
above? (FORM 2C)
the U.S.? (FORM 2D)
25
1 26
27
22
27
24
E. Does or will this facility treat, store, or dispose of
F. Do you or will you Inject at this facility industrial or
hazardous wastes? (FORM 3)
X
municipal effluent below the lowermost stratum
X
containing, within one quarter mile of the well bore,
underground sources of drinking water? (FORM 4)
31
J2
33
25
29
30
G. Do you or will you inject at this facility any produced water
H. Do you or will you inject at this facility fluids for special
or other fluids which are brought to the surface in
processes such as mining of sulfur by the Frasch process,
connection with conventional oil or natural gas production,
X
solution mining of minerals, in situ combustion of fossil
X
inject fluids used for enhanced recovery of oil or natural
fuel, or recovery of geothermal energy? (FORM 4)
gas, or inject fluids for storage of liquid hydrocarbons?
(FORM 4)
77
38
39
N
75 11>B
I. Is this facility a proposed stationary source which is one
J. Is this facility a proposed stationary source which is
Of the 28 industrial categories listed in the instructions and
which will emit 100 tons
�/
X
NOT one of the 28 industrial categories listed in the
X
potentially per year of any air
instructions and which will potentially emit 250 tons per
pollutant regulated under the Clean Air Act and may affect
year of any air pollutant regulated under the Clean Air Act
a
41
42
a
N
45
or be located in an attainment area? (FORM 5)
and may affect or be located in an attainment area?
(FORM 5)
III. NAME OF FACILITY
c
1 SKIP Asheville Steam Electric lant
15 15 — 2a 75
'
IV. FACILITY CONTACT
A. NAME & TITLE last, rrst, & title
( .% )
B. PHONE (area code & no.)
2
W isnant, Garry A. P ant Manager I I 1 1
1 1 1 1 1 1 1 8 8 6 7-5 0
Is
1a
45 45 48 1 49 51 52• 55 y
V.FACILTY MAILING ADDRESS
A. STREET OR P.O. BOX
a
c
a
3 2 0 C & rive
1s +e
4s
B. CITY OR TOWN
C. STATE D. ZIP CODE
4 Arden
C 112117144 �r ,
VI. FACILITY LOCATION
A. STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER
2 0C &
F
rive'
151
1a
17 ."? d ,f4.p >'.,y 1y �!, . %,•nz+v
B. COUNTY NAME
r,
Buncombe
a'
70k;.
.., alp
C. CITY OR TOWN
D. STATE E. ZIP CODE F. COUNTY CODE (fknown)
6
A d n
C
2 7 4
1s
1a
b
Ii {2
47 51
Si .51
EPA Form 3510-1 (8-90)
CONTINUE ON REVERSE
177

CONTINUED FROM THE FRONT
VII. SIC CODES 4-di it in order of riori
A. FIRST
B. SECOND
7
4911
(sped) Electric Power services
(specify)
7
19
C. THIRD
D. FOURTH
7 (specfy)
7 (specify)
115
, ,Y
VIII. OPERATOR INFORMATION
A. NAME B.Is the name listed in Item
VIII-A also the owner?
8 Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
m YES O NO
a 55 ea
C. STATUS OF OPERATOR (Enter the appropriate letter Into the answer box: if "Other, " specify.)
D. PHONE (area code & no.)
F = FEDERAL
S = STATE M = PUBLIC (other thanfederal or state)
p
(specify)
P=PRIVATE O= OTHER (specify)
l3
A 828 687 5201
66
a 19 to 21 122 26
E. STREET OR P.O. BOX
g 7 S. i •,
2 0 C & Drive
121
s3
F. CITY OR TOWN
G. STATE H.ZIP CODE
IX. INDIAN LAND
JBArden
NC 28704
Is thefacility located on Indian lands?
O YES m NO
52
40
tl 4 a
X. EXISTING ENVIRONMENTAL PERMITS
A. NPDES f2jLaes to Su ace Water
D. PSD Air issi Emons om Pro osedSources
t T
c
7
I
9
N
N00000396
9 p
1s
/a
17
10 3e
I
15 1a 17 ,9 ee
B. UIC Unde raundin'ecttano Fluids
E. OTHER s eci
77
9
U
I
c
T
I
11— 6 —05A
(specify) wNCRAPCA Air Permit
9
s
10
17
to >D
is
,e
,7
,e ep
C. RCRA Hazardo-7 Wastes
E. OTHER s ec1
C
9
7
7us
7 WQ0000020
(specify) State non discharge permit for ash
reuse
g
,a ,e ,7 76 301
Xl. MAP
,a 1 ,e I ,7 I ,e ee
Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must show the outline of the facility, the
location of each of its existing and proposed intake and discharge structures, each of its hazardous waste treatment, storage, or disposal facilities, and each well where it
injects fluids underground, Include all springs, rivers, and other surface water bodies in the map area. See instructions for precise requirements.
XII. NATURE OF BUSINESS(provide a briefdescri 'on)
Electric utility - This facility is an electric generating facility consisting of two coal fired units with a
total net capacity of 376 Megawatts and two Internal Combustion turbines with a total net capacity of 324
Megawatts.
Xill. CERTIFICATION (see instructions)
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my
inquiry of those persons immediately responsible for obtaining the information contained in the application, I believe that the information is true, accurate, and complete. I
am aware that there are significant penalties for submitting false infomration, including the possibility of fine and imprisonment.
A. NAME & OFFICIAL TITLE (type orprint)
B. SIGNATURE
C. DATE SIGNED
Garry A. Whisnant
Manager - Asheville Steam Plant
(✓ i `—'(/
COMMENTS FOR OFFICIAL USE ONLY
c
t
i >
EPA Form 3510-1 (8-90)
wr

1=
11=
do
Please print
p type in the unshaded areas only.
EPA I.D. NUMBER (copyfromltem I ofForm /)
NC0000396
Form Approved.
OMB No.2040-0086.
Approval expires 3-31-98,
FORM
2C
NPDES
i. OUTFALL LOCATION
U.S. ENVIRONMENTAL PROTECTION AGENCY
Aw APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
EXISTING MANUFACTURING, COMMERCIAL, MINING AND SILVICULTURE OPERATIONS
Consolidated Permits Program
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.
001
35
28
03
82
32
56
French Broad River
002
35
28
10
82
32
20
Lake Julian
ll. 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 outfalis. If a water balance cannot be determined (e.g., for certain mining activities), 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
N0. (list)
a. OPERATION (list)
b. AVERAGE FLOW
(include units)
a. DESCRIPTION
b. LISTTABLE 2C-1 CODES FROM
001
Ash sluice water
See attachment 2 for flows
n, NeuSe imentat otra zat on
1-U
2-K
Coal File runoff
See attachment 2 for flows
Sedimentation, Neutralization
1-11
2-K
POD wastewater
See attachment 2 for flowswet
Flocculation, coagulation, an treatment
1-G
Low volume wastewater
See attachment 2 for flows1-U
Sedimentation, Neutralization
2-K
water treatment wastes
Dolor blowdown
Plant drains
,
Ash hopper seal water
Air preheater cleaning wastes
Chemical metal cleaning wastes
Evaporation of neutralization and precipitation
1-F
2-K
Plant stormwater
See attachment 2 for flows
Sedimentation, Neutralization
1-U
2-K
Combustion Turbine wastewaters
See attachment 2 for flows
Sedimentation, Neutralization
1-U
2-K
002
Once through cooling water
See attachment 2 for flows
Evaporation
1-F
circulating water to heat exchangers
See attachment 2 for flows
Evaporation
1-P
OFFICIAL USE ONLY (effluent guidelines sub -categories)
EPA Form 3510-2C (8-90)
PAGE 1 of 4
CONTINUE ON REVERSE
0

wig
CONTINUED FROM THE FRONT
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) M NO (go to Section 111)
3. FREQUENCY 4. FLOW
a. DAYS PER B. TOTAL VOLUME
2. OPERATION(s) WEEK b. MONTHS a. FLOW RATE (in mgd) (specify with units)
1. OUTFALL CONTRIBUTING FLOW (specify PER YEAR 1. LONG TERM 2. MAXIMUM 1. LONG TERM 2. MAXIMUM C. DURATION
NUMBER (list) (list) a nz e g) (specifyavarage) AVERAGE DAILY AVERAGE DAILY (in days)
001 Water treatment wastes/Filter Rarely 0.003 0.006
backwash
- 2/year 0.003 per 0.005
Combustion Turbines unit
Chemical metal cleaning waste 0-90,000 gallons produced every 5-8 years.
Plans are to evap instead of discharge
Air preheater cleaning 2/yr/unit 0.01 0.01
Revere Osmosis reject stream (if
installed for process water makeup) as needed 0.015 0.075
III. PRODUCTION
A. Does an effluent guideline limitation promulgated by EPA under Section 304 of the Clean Water Act apply to your facility?
® YES (complete Item 111-8) ❑ NO (go to Section 117
B. Are the limitations in the applicable effluent guideline expressed in terms of production (or other measure of operation)?
❑ YES (complete Item I11-0 m NO (go to Section IV)
C. If you answered "yes" to Item III-B, list the quantity which represents an actual measurement of your level of production, expressed in the terms and units used in the
applicable effluent guideline, and indicate the affected outfalls.
1. AVERAGE DAILY PRODUCTION
c. OPERATION, PRODUCT, MATERIAL, ETC. 2• AFFECTED OUTFACES
a. QUANTITY PER DAY b. UNITS OF MEASURE (list outfall numbers)
(specify)
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 thefollowing table) NO (go to Item IV--B)
1. IDENTIFICATION OF CONDITION, 2. AFFECTED OUTFALLS 3. BRIEF DESCRIPTION OF PROJECT 4. FINAL COMPLIANCE DATE
AGREEMENT, ETC.
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 affect your
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
M

71
w
EPA Form 3510-2C (8-90) PAGE 3 of 4 CONTINUE ON REVERSE
m

L
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?
© YES (identify the test(j) and describe their purposes below) ❑ NO (go to Section VIII)
Outfall 001 From 2006 through 2009, 12 chronic toxicity tests were performed on the ash discharge as
pond
required by the current NPDES permit. All of the tests were recorded as "pass" and exhibited no
toxicity at required testing concentrations.
Vill. 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 or firm below)
A. NAME
B.ADDRESS
C.TELEPHONE
D.POLLUTANTS ANALYZED
(area code & no.)
(list)
Pace Analytical Labs
2225 Riverside Drive
[phone]
Metals, TOC, BOD,
Asheville, NC 28804
Nutrients, TSS, COD,
Flouride, Oil and Grease,
cyanide, phenols, volatiles
Environmental Testing Solutions
PO Box 7565
[phone]
Aquatic Toxicity
Asheville, NC 28802
Applied Speciation and
18804 Northcreek Parkway
[phone]
Selenium Speciation
Consulting
Bothell, WA 98011
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 property 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. PHONE NO. (area code & no.)
Garry A. Whisnant, Plant Manager
[phone]
C. SIGNATURE
D. DATE SIGNED
/o ( o
EPA Form 3510-2C (8-90)
ri
PAGE 4 of 4
am

Mr_Az5t t'KIN I UK I YPI: IN THE UNSHADED AREAS ONLY. You may report some or all of this information EPA I.D. NUMBER (copyfrotn/rem I of Form !)
on separate sheets (use the same format) instead of completing these pages.
INCO000396
SEE INSTRUCTIONS.
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C)
EO.U.TFALL NO.
o
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
(specify if blank)
4. INTAKE
(optio-1)
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG. VALUE
a. LONG TERM
a. MAXIMUM DAILY VALUE
(if-dable)
(ifavadable)
AVERAGE VALUE
1. POLLUTANT
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
b. NO. OF
ANALYSES
CONCEN RATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1) CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
a. Biochemical Oxygen
Demand (BOD)
0 2 <
7
<1.4
N A
/
N A
/
N A
/
N A
/
1
mg/1
lb/day
b.Chemical Oxygen
D
D
Demand (COD)
50
1784.8
N/A
N / A
N A
/
N / A
1
mg/1
lb/day
c. Total Organic Carbon
(TOO
3.5
124.9
N/A
N/A
N/A
N/A
1
mg/1
lb/day
d_ Total Suspended
Solids (TS5)
4.4
230.5
N/A
N/A
1.71
50.2
12
mg/1
lb/day
e. Ammonia (as N)
6.5
232
N/A
N/A
N/A
N/A
1
mg/1
lb/day
f.Flow
VALUE
6.28 MGD
VALUE
4.23 MGD
VALUE
3.52 MGD
52
MGD
N/A
VALUE
g. Temperature
VALUE
VALUE
VALUE
VALUE
(winter)
14.1
12.2
8.3
22
"C
h. Temperature VALUE VALUE VALUE VALUE
(summer) 26.6 24.9 19.2 34 "C
MINIMUM MAXIMUM MINIMUM MAXIMUM
I.pH
6.8 7.9 7.3 7.9 52 STANDARD UNITS
PART B - Mark 'X' in column 2a 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 guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which mark column 2a,
you 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.
1. POLLUTANT
2. MARK'X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
(P n
AND
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG. VALUE
a. LONG TERM AVERAGE
CAS NO.
a.
b.
a. MAXIMUM DAILY VALUE
(if-dable)
(ifavad(able)
VALUE
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
(ifavai/able)
BELIEVED
PRESENT
BELIEVED
ABSENT
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
b. NO. OF
ANALYSES
(1)
a. Bromide
CONCENTRATION
(2) MASS
(24959-67-9)
X
b. Chlorine, Total
�/
Residual
X
c. Color
X
d. Fecal Coliforrn
X
e. Fluoride
(16984-48-8)
1.4
41.1
N/A
N/A
0.97
28.5
4
mg/1
lb/da
f. Nitrate -Nitrite
M
X(as
0"" ""1 " to-vu) PAGE V-1 CONTINUE ON REVERSE

I'
ITEM V-B CONTINUED FROM FRONT
1. POLLUTANT
2. MARK'X'
3. EFFLUENT
4. UNITS
5. INTAKE (oprionan
AND
b. MAXIMUM 30 DAY VALUE
c. LONGTERM AVRG. VALUE
a. LONG TERM
CAS NO.
a.
b.
a. MAXIMUM DAILY VALUE
(if—dable)
(if —actable)
AVERAGE VALUE
CONCENTRATION
(2) MASS
(1)
CONCEN TRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
r adable)
(f
BELIEVED
PRESENT
BELIEVED
ABSENT
d. NO. OF
ANALYSES
a. N-
TRATIORATION
b. MASS
b. NO. OF
ANALYSES
(1)
CONCENTRATION
g. Nitrogen.`
/
(2) MASS
Total Organic (as
AO/X\
h. Oil
Grease
Gse
/\
X
<5.0
<146.8
N/A
N/A
<5.0
<146.8
13
mg/1
lb/da
i. Phosphorus
` �
n72314-0)
X
<0.1
<2.9
N/A
N/A
<0.1
<2.9
4
mg/1
lb/da
j. Radioactivity
(1) Alpha, Total
` '
X
(2) Beta, Total
X
(3) Radium,
Total
(4) Radium 226,
Total
k. Sulfate
(as SO,)
(14808-79-8)
I. Sulfide
S)
�/
x
(-
m. Sulfite
(-SO,)
(14265-45-3)
n. Surfactants
X
o. Aluminum,
Tots!
x
(7429-90.5)
p. Barium, Total
(7440-393)
q. Boron, Total
(7440-42-8)
r. Cobalt, Total
�/
(7440-48-4)
/�
s. Iron, Total
�/
(7439 89-6)
x
L Magnesium,
Total
x
(743195.4)
/�
u. Molybdenum,
Total
x
(7439-98-7)
/�
v. Manganese,
Total
x
(7439-96-5)
/�
w. Tin, Total
(7440-31-5)
x. Titanium,
Total
X
(7440.32-6)
w-c to-vu/ PAGE V-2
CONTINUE ON PAGE V-3

EPA I.D. NUMBER (copvjrom Item I of Form I) OUTFALL NUMBER
CONTINI 1Fn FPOAA PAr_F Q r1F Cr%ol �s INCO000396 001
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2o-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark 'X" in column 2a for all such GC/MS
fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2a (secondary industries, nonprocess wastewater outfal/s, and nonrequired GCAWS
'X'
fractions), mark 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 If mark 2b for
pollutant you column any 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, acrylonitrie, 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, must either submit least
you at 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.
1. POLLUTANT
2. MARK-X'
3. EFFLUENT
4. UNITS
5. INTAKE oP nonce4
(
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. a. LONG TERM
AND a. b. c. a. MAXIMUM DAILY VALUE (if-ailable) VALUE (ijavadable)
AVERAGE VALUE
CAS NUMBER TESTING BEUEVED BELIEVEo (1) (1) d. NO. OF a. CONCEN-b. OF
(rfavarlable) REQUIRED PRESENT ABSENT
CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION b. MASS CONCENTRATION (2) MASS NAO $ES
METALS, CYANIDE, AND TOTAL PHENOLS
1M.Antimony. Total
8.2
0.29
N/A
N/A
(7440-36-0)
N/A
N/A
1
ug/1
lb/day
2M. Arsenic, Total
108
3.6
N/A
N/A
(7440-38-2)
0.063
1.85
12
1 mg/1
lb/day
3M. Beryllium. Total
X
<0.001
<0.03
N/A
N/A
(/440�1-7)
<0.001
<0.03
4
mg/1
lb/day
4M. Cadmium,
Cadmium, Total
X
<0.001
<0.03
N/A
N/A
(74
<0.001
<0.03
4
mg/1
lb/day
5M.Chromium.
X
0.0051
0.15
N/A
N/A
Total (7440-47-3)
0.003
0.09
4
mg/1
lb/day
6M.C-50-8) Total
X0.0126
0.37
N/A
(7440
N/A
0.005
0.15
4
mg/1
lb/day
7Lead, Total
X
X
<0.005
<0.15
N/A
N/A
(7439-92439-92-1)
<0.005
<0.15
4
mg/1
lb/day
8M. Mercury, Total
X
X
0.0564
0.0016
0.0416
0.0014
(7439-97-6)
r
0.024
.0007
52
ug/1
lb/day
9M. Nickel, Total
(7440-02-0)
X
0.0186
0.55
N/A
N/A
0.012
0.35
4
mg/1
lb/day
10M. Selenium,
X
0. 0794
2 33
N/A
N/A
Total (7782-t9-2)
.
0 . 061
1. 79
12
mg/1
lb/day
11M. Silver, Total
�/
X
X
<0
<0
N/A
N/A
(7440-22-4)
.005
.15
<0 . 005
<0.15
4
mg/1
lb/day
12M. Thallium,
X
X
<0.010
<0.29
N/A
N/A
Total (7440-zs-0)
/�
/�
<0. 010
<0.29
4
mg/1
lb/day
13MZinc, Total
X
X
0.0194
0.57
N/A
(744
(7440-66-6)
/�
/�
N/A
0.011
0.32
4
mg/1
lb/day
14M. Cyanide,
Total
X
X
<0.005
(57-12-5)
<0.15
N/A
N/A
N/A
N/A
1
mg/1
lb/day
15M. Phenols,
Total
X
X
<0.01
<0.29
N/A
N/A
N/A
N/A
1
mg/1
lb/day
DIOXIN
DESCRIBE RESULTS
chlor dibenz
chlorodibenzo-P-
Dioxin (1764-01-6)
FAUL V-3 CONTINUE ON REVERSE

I I I
I I I I I I I I
CONTINUED FROM THE FRONT
1. POLLUTANT
2. MARK'X'
3. EFFLUENT
1 4. UNITS
S. INTAKE (option!)
AND
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
CAS NUMBER
a.
TESTING
b.
BELIEVED
c.
[-- DAILY VALUE
(if-ailable)
VALUE (ifavailable)
d. NO. OF
a. CONCEN-
AVERAGE VALUE
BELIEVED
ABSENT
MXIMUM
CONTRATION
(2) MASS
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
(ifaoallable)
REQUIRED
PRESENT
ANALYSES
TRATION
b. MASS
ANALYSES
GC/MS FRACTION -VOLATILE COMPOUNDS
1 V. Accrolein
x
X
N/A
N/A
(107-02-8)
1100
<3.57
N/A
N/A
1
ug/1
lb/day
2V. Aaylonitrile
x
X
<100
N/A
N/A
(107-13-1)
<3.57
N/A
N/A
1
ug/1
lb/day
3V.Benzene
x
X
(7143-2)
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
4V. Bis (Chloro-
methyl) Ether
(542-88.1)
Testing
not
required
5V. Bromo(orm
x
X
<5.0
(75-25-2)
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
6V. Carbon
Tetrachloride
(58-23-5-23-5)
X
X
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
orobenzene
X
X
<5.0
N/A
(108-9
(108-90.7)
<0.18
N/A
N/A
N/A
1
ug/1
lb/day
bro di_
bramomet48-1) ne
X
X
<5.0
<0.18
N/A
N/A
(124-48-t)
N/A
N/A
1
ug/1
lb/day
9V. Chloroethane
x
X
<10.0
(75-M3)
<0.36
N/A
N/A
N/A
N/A
1
ug/1
lb/day
10V. 2-CMoro-
yl
5-8) her
X
X
110.0
N/A
N/A
(110-
(110.75-8)
<0.36
N/A
N/A
1
ug/1
lb/day
11 V. Chloroform
X
X
(67-W3)
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
12V. Dichloro-
broane
-27�)
(75-27-4)
X
X
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
13V. Dichbro-
dinuoromethane
(.15-71-8)
Testing
not
required
14Vethane
%<
<5.0
N/A
N A
/
e(7DbMoro
ethane(75-34�)
<0.18
N A
/
N A
/
1
ug/1
lb/day
15V. 1,2-Dichloro-
x
X
<5.0
N/A
N/A
ethane(107-06-2)
<0.18
N/A
N/A
1
ug/1
lb/day
1thyien
x
X
<5.0
N/A
N/A
ethylene (75-35�)
(75-3 -4)
/�
<0.18
N/A
N/A
1
ug/1
lb/day
17V. 1,2-Dichloro-
x
X
<5.0
N/A
N/A
propane(78-87-5)
<0.18
N/A
N/A
1
ug/1
lb/day
18V.1,3-Dichloro-
propylene
X
` ,
X
<5.0
N/A
(542-75.6)
<0.18
N/A
N/A
N/A
1
ug/1
lb/day
19V. Ethylbenzene
�/
<5.0
18
N/A
N/A
(100-41-4)
/�
<0 .
N/A
N/A
1
ug/1
lb/day
20V. Methyl
Bromidep4-83-9)
X
<10.0
<0.36
N/A
N/A
N/A
N/A
1
ug/1
lb/day
21V. Methyl
Chloride (74-87-3)
<5 .0
<0 . 18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
EPA Form 351U-2G (8-90) PAGE V-4 CONTINUE ON PAGE V-5

CONTINUED FROM PAGE V-4
1. POLLUTANT
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (optionan
AND
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
CAS NUMBER
a.
TESTING
b.
BELIEVED
c.
BELIEVED(1)
�a.AXIMUM DAILY VALUE
(ijavailable)
VALUE (ijavailable)
0. NO. OF
a. CONCEN-
rb.
AVERAGE VALUE
b.
CENTRATION
(2) MASS
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
(ijavailable)
REQUIRED
PRESENT
ABSENT
ANALYSES1
TRATION
MASS
NO. OF
ANALYSES
GC/MS FRACTION -VOLATILE COMPOUNDS (continued)
22V. Methylene
Chloride (75-09-2)
X
x
X
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
Tetras 1 2,2-
X
.
X
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
9-34-orcethane
9.34-5
24V. Tetrachtoro-
ethylene(127-18-4)
x
X
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
25V.Toluene
(108-88-3)
�/
x
�(
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
26V. 1,2-Trans-
Dichloroethylene
X
X
<5.0
N/A
156-60-5
<0.18
N/A
N/A
N/A
1
ug/1
lb/day
27V.1,1,1-Trichloro-
X
X
<5.0
N
ethane (71-55-6)
<0.18
/ A
N A
/
N A
/
N A
/
1
ug/1
lb/day
28V. 1,12-Trichloro-
ethane (79-00-5)
X
<S _ 0
<0 . 18
N A
/
N A
/
N A
/
N A
/
1
ug/1
lb/day
29V
X
X
<5.0
N/A
ene (7 -
ethylene (79-01-0)
/ \
<0.18
N/A
N/A
N/A
1
ug/1
lb/day
30V. mehbro-
flu ane
` ,
X
` ,
X
<5.0
N/A
5.69-4
-69-4)
<0.18
N/A
N/A
N/A
1
ug/1
lb/day
(7�14)VinyChloride
X
X
<5.0
<0.18
N/A
N/A
N/A
N/A
1
ug/1
lb/day
GC/MS FRACTION -ACID COMPOUNDS
1 A. 2-Chlorophenol
(95-57-8)
�/
x
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
2A. 2,4-Dichloro-
phenol(120-83-2)
x
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
3A.2,4-Dimethyl-
phenol(105-67-9)
X
<10.0
<0.4
N A
/
N A
/
N A
/
N A
/
1
u 1
g/
lb / da y
4A. 4,6-Dinitro-o-
Cresol(534-52-1)
X
<20.0
<0.8
N/A
N/A
N/A
N/A
1
ug/1
lb/day
phenol(51-2ro-
<50.0
<2.0
N/A
N/A
N/A
N/A
1
ug/1
lb/day
6A.2-Nitrophenol
(88-75-5)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
7A.4-Nitrophenol
(100.02-7)
�/
x
X
<50.0
<2.0
N/A
N/A
N/A
N/A
1
ug/1
lb/day
8A. P-Chloro-M-
Cresol(59-50-7)
x
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
9A. Pentachloro-
phenol (87-86-5)
x
<25 . 0
<1. 0
N A
/
N A
/
N A
/
N A
/
1
u 1
g/
lb / da Y
(10895-2)
x
u
<5.0 1
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
11A.2,4,6-Trichloro-
phenol (80-05-2)
%<
<10.0
<0.4
N A
/
N A
/
N A
/
N A
/
1
ug/1
lb/day
EPA Form joiv-2l: (if-yu) PAGE V-5 CONTINUE ON REVERSE

II I
E ! 1 1 1 a a
CONTINUED FROM THE FRONT
1. POLLUTANT
2. MARK W
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
CAS NUMBER
TESTING
b.
BELIEVED
C.
BELIEVED
a. MAXIMUM DAILY VALUE
(ifavadlable)
VALUE (ifavailable)
d. NO. OF
a. CONCEN-
AVERAGE VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
(ijavailable)
REQUIRED
PRESENT
ABSENT
ANALYSES
TRATION
b. MASS
b. NO. OF
ANALYSES
GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS
1 B.(3 2cenaphthene
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
( Ac6-8'phtylene
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
(120-1 -7)
(120-12-7)
X
<5.0
<0.2
N A
/
N A
/
N A
/
N A
/
1
ug/1
lb/day
46. Benzidine
(92-87-5)
X
--
Not
requird
per
40 CFR
App D
--
N/A
N/A
5B. Benzo (a)
(AnnttS�ne
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
�ene(5032-8)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
7B. 3,4-Benzo-
(205-9 -2)
(205-93-2)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
8B. Benzo (ght)
PerAene (191-24-2)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
9B. Benzo (k)
Fluoranthe
(207-08-9)
(2o7-oas)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
u 1
g/
lb da
/ Y
10B. Bis (1-Chloro-
(1hoxy)11-9 Methane
(111-91-1)
<10 . 0
<0. 4
N A
/
N A
/
N A
/
N A
/
1
ug/1
lb/day
11 B. Bis (2-Chloro-
1er
(111 �4-
144-4)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
128. Bis (2-
ChlorolsopropyQ
EtherIt02-80-1)
--
Not.
re
required
per
40 CFR
App D
--
N/A
N/A
13B. Bis (2-Ethyl-
hexyg Phthalate
(117-81-7)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
14B. 4-Bromophenyl
Phenyl Ether
(101-5
(101-55-3)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
15B. Butyl Benzy65-68-
Phthalate
Phthalate (8568-7)
X
<5 . 0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
16B. 2-Chloro-
ene
(91-587)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
17B. 4-Chloro-
phenyl Phenyl Ether
(7005-72-3)
X
<5. 0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
iBB.01-9) e
&01-9) (21
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
19B. Dibenzo (a,h)
Anthrace
(53.70.3)
(53-70-3)
X
<5.0
<0.2
N/A
NIA
N/A
N/A
1
ug/1
lb/day
20B. 1,2-Dichloro-
benzene(95-50-1)
x
--
Not
required
per
40 CFR
App D
--
N/A
N/A
21 B. 1,3-Di-chloro-
benzene (541-73-1)
x
--
Not
requiLredj
per
40 CFR
App D
--
N/A
N/A
" k-w) PAGE V-6 CONTINUE ON PAGE V-7

a 1 I I I 1 I I I E Ia I a I I I L
CONTINUED FROM PAGE V-6
1. POLLUTANT
2. MARK "X"
3. EFFLUENT
4. UNITS
5. INTAKE (opiion4
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. a. LONG TERM
AND
a. b. C. a. MAXIMUM DAILY VALUE (if-dable) VALUE (ijavailable) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED (1) (1) d. NO. OF a. CONCEN-
(ijavailable) REQUIRED PRESENT ABSENT (1) (1) b. NO. OF
CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION b. MASS CONCENTRATION (2) MASS ANALYSES
GC/MS FRACTION - BASEINEUTRAL COMPOUNDS (continued)
22B.1,4Dichloro-
beenzene(106-46-7)
x
--
Not
required
per
40 CFR
App D
--
N/A
N/A
238. 3,34Dichbro-
benzidine(91-94-1)
fx
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
24B. Diethyl
Phthalate(84-66-2)
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
2513_ Dimethyl
Phthalate
(131 -11-3)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
266. Di-N-Butyl
Phthalate(84-74-2)
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
276.2,4Dinitro-
toluene(121-14-2)
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
28B. 2,6-Dindro-
toluene(606-20.2)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
29B. Di-N-Octyl
Phthalate(117434-0)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
30B. 1,2-Diphenyl-
hydrazine (as Azo-
benzene)(122-66-7)
--
Not
required
per
40 CFR
App D
--
N/A
N/A
31 B. Fluoranthene
(206-44-0)
x
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
32B. Fluorene
(86.73-7)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
33B. Hexachloro-
benzene(118-74-1)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
34B. Hexachloro-
butadlene(87-68-3)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
35B. Hexachloro-
cydopentadiene
<10.0
<0.4
N/A
N/A
N/A
N/A
1
ug/1
lb/day
36B Hexachloro-
ethane (67-72-1)
x
5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
37B.Indeno
(1,2,3-cd) Pyrene
(193-39-5)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
(78-59-1jhorone
<10.0
<0.4
N/A
N/A
N/A
N/A
1
ug/1
lb/day
Naphthalene
(9-
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
40B. Nitrobenzene
(9&953)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
41B. N-Nitro-
(odimetth)ylamine
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
428. N-Nitrosodi-
tnine
B2-64-7)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/1
lb/day
tern rurm 3510-2C (&90) PAGE V-7 CONTINUE ON REVERSE

I
I
CONTINUED FROM THE FRONT
POLLUTANT
2. MARK'X'
3. EFFLUENT
4. UNITS
S. INTAKE (-prom!)
1.
AND
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONGTERM
CAS NUMBER
a.
b.
C.
a. MAXIMUM DAILY VALUE
(ifavai able)
VALUE (ifavailable)
AVERAGE VALUE
(ifavailable
TESTING
REQUIRED
BELIEVED
PRESENT
BELIEVED
ABSENT
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
(1)
CONCENTRATION
(2) MASS
b. NO. OF
ANALYSES
GC/MS FRACTION — BASEINEUTRAL COMPOUNDS (continued)
43B. N-Nitro-
(8630he6n)�rne
X
<10.0
<0.4
N/A
N/A
N/A
N/A
1
ug/l
lb/day
nanthrene
85-018)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/l
lb/day
45B. Pyrene
(129-00-0)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/l
lb/day
468. 1,2,4-Tri-
chtoro
(120-8 -1)
(120-82-1)
X
<5.0
<0.2
N/A
N/A
N/A
N/A
1
ug/l
lb/day
GC/MS FRACTION — PESTICIDES
1P. Aldrin
(309-00-2)
Not
2P. a-BHC
(319-84-6)
required
3P. ft-BHC
(319-85-7)
per 40CFR
4P. y-BHC
(58-89-9)
Pt 122
5P, b-BHC
(319-86-8)
Appendix
6P. CNordane
D
(57-74-9)
7P. 4,4'-DDT
(50-29-3)
8P. 4.4'-DDE
(72-55-9)
9P. 4,4'-DDD
(72-548)
10P. Dieldrin
(60-57-1)
11 P. a-Enosutran
(115-29-7)
12P.O-Endosutfan
(115-29-7)
13P. Endosulfan
Sulfate
(1031-07-8)
14P.Endrin
(72-20-8)
15P.Endrin
Aldehyde
(7421-934)
16P. Heptachlor
(7644-8)
crA Form 35iu-2V (8-aU)
PAGE V-8
CONTINUE ON PAGE V-9

I t a
EPA I.D. NUMBER (copyfrom liem 1 of Form 1) OUTFALL NUMBER
CONTINUED FROM PAGE V-8 I
NC0000396 001
I.POLLUTANT
2. MARK"
3. EFFLUENT
4. UNITS
5. INTAKE (opaonan
ANDb.
MAXIMUM 30 DAY VALUE
C. LONG TERM AVRG.
a. LONG TERM
CAS NUMBER
a.
TESTING
b.
BELIEVED
C.
BELIEVED
a. MAXIMUM DAILY VALUE
(ifavailab/e)
VALUE (ffavadable)
AVERAGE VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1favailable)
REQUIRED
PRESENT
ABSENT
d. NO. OF
ANALYSES
a_ CONCEN-
TRATION
b. MASS
b. NO. OF
CONCENTRATION
(2) MASS
ANALYSES
GC/MS FRACTION — PESTICIDES (cominae�
17P. Heptachlor
Epoxide
Not
(1024-57-3)
18P. PCB-1242
(53469 21-9)
required
19P_ PCB-1254
(11097-69-1)
per 40CFR
20P. PCB-1221
(11104-28-2)
Pt. 122
21P. PCB-1232
(11141-16-5)
Appendix
22P. PCB-1248
(12672-29-6)
D
23P. PCB-1260
(11096.825)
24P. PCB-1016
(12674-11-2)
25P.Toxaphene
(8001-35-2)
EPA Form 3510-2C (8-90) PAGE V-9

I t t t 1t t a; t t t t t 1 t t t t I
11-OC C-MIN i UK I Trt IN i I It UIVSHADW AREAS ONLY. You may report some or all of this information EPA I.D. NUMBER (copyfrom Item 1 of Form /)
on separate sheets (use the same format) instead of completing these pages.
INCO000396
SEE INSTRUCTIONS.
V. INTAKE AND EFFLUENT CHARACTERISTICS continued from OUTFALL NO.
( page 3 of Form 2 C)
001 (once through cooling
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 ifblank)
4. INTAKE
(optional)
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
(ifavadable)
c. LONG TERM AVRG. VALUE
a. LONG TERM
1. POLLUTANTmi
(if-dable)
d. NO. OF
a. CONCEN-
AVERAGE VALUE
b. NO. OF
(1)
CONCENTRATION
(1>
(2) MASS
CONCENTRATION
(2) MASS
(1) CONCENTRATION
(2) MASS
ANALYSES
TRATION
b. MASS
CONCENTRATION
(2) MASS
ANALYSES
a. Biochemical Oxygen
Demand (BOD)
0 <2
<3062
N A
/
N/A
N/A
N/A
1
mg/1
lb/day
b. Chemical Oxygen
D
Demand (COD)
<25 . 0
<0
3828
NA
/
N A
/
N / A
N/A
1
m 1
g/
lb da
/ y
c. Total Organic Carbon
(TOO
3.8
5818
N/A
N/A
N/A
N/A
1
mg/1
lb/day
d. Total Suspended
Solids(TSS)
<2.4
<3675
N/A
N/A
N/A
N/A
1
mg/1
lb/day
e. Ammonia (asN)
0.14
214.4
N/A
N/A
N/A
N/A
1
mg/1
lb/day
f.Flow
VALUE
305.5
VALUE
305.5
VALUE
255.34
52
VALUE
MGD
N/A
g. Temperature
VALUE
VALUE
VALUE
(winter)
34.5
30.8
29.7
151
'C
VALUE
h. Temperature
VALUE
VALUE
VALUE
VALUE
(summer)
4 2.1
40.6
36.5
214
'C
MINIMUM MAXIMUM MINIMUM MAXIMi. UM
PH
6.7 8.2 7.6 8 .2 52 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 guideline, must the least
you provide results of at 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
(ifavailable)
c. LONG TERM AVRG. VALUE
a. LONG TERM AVERAGE
CAS NO.
(ifavadable)
BELIEVED
PRESENT
BELIEVED
ABSENT
1
(1)
(ifavailable)
1
d. NO. OF
a. CONCEN-
VALUE
(1)
CONCENTRATION
(2) MASS
CONCENTRATION (2) MASS
CONCENTRATION 2) MASS
(
CONCENTRATION (2) MASS
ANALYSES
TRATION
b. MASS
ANALYSES
a. Bromide
v
(24959-67-9)
b. Chlorine.
,Total
v
Residual
110*
168.4*
87.5*
222.9*
74.2*
157.8*
60*
Ug/1
c. Color
X
d. Fecal Coliform
X
e. Fluoride
(16984A")
f. Nitrate -Nitrite
M
X(as
coe r__ ­
CONTINUE ON REVERSE
* TRC analyzed when added

t I t
I< t
I,
I
t
t
t
t
t
t t
ITEM V-R r:r1IJTIN119:11 9:QnU 9!Gr11JT
t t t t
1. POLLUTANT
2. MARK'X'
3. EFFLUENT
4. UNITS
5. INTAKE (oprionao
AND
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG. VALUE
a. LONG TERM
CAS NO.
a.
BELIEVED
b.
BELIEVED
a. MAXIMUM DAILY VALUE
i available
(f
(rfav°d°ble)
AVERAGE VALUE
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
Afavailable)
PRESENT
ABSENT
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
b. NO. OF
ANALYSES
(1)
CONCENTRATION
(2) MASS
g. Nitrogen,
`
Total Organic (as
X
A)
h.Oil and
Grease
<5.0
<7656
N/A
N/A
N/A
N/A
1
mg/1
lb/da
i. Phosphorus
` ,
(as P), Total
X
(7723-14-0)
j. Radioactivity
(1) Alpha, Total
` ,
X
(2) Beta, Total
X
(3) Radium,
Total
(4) Radium 226,
Total
k. Sulfate
(as SO,)
(14808-79-8)
1. Sulfide
S)
\/
x
(-'
m. Sulfite
(os SO,)
(14265-45-3)
n. Surfactants
X
o. Aluminum,
Total
v
(7429-90-5)
/�
p. Barium, Total
(7440-39-3)
q. Boron, Total
(7440-42-8)
r. Cobalt, Total
v
(7440-48-4)
s. iron, Total
\/
(7439-89-6)
x
82.5
<126
N/A
N/A
N/A
N/A
1
ug/1
lb/da
L Magnesium,
Total
X
(7439-95-4)
u. Molybdenum,
Total
x
(7439-98-7)
/�
v. Manganese,
Total
x
(7439-96-5)
w. Tin, Total
\/
(7440-31-5)
x
x Titanium,
Total
"' """ "-"'tom-"'i PAGE V-2 CONTINUE ON PAGE V-3

EPA I.D. NUMBER (copvjrom item f afForm /) OUTFALL NUMBER
CONTINIIFD FROM PAr:F s nF FnaM'3r INCO000396 1002 (Once thrnii hl
PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 20-2 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, and total phenols. If you are not required to mark column 2a (secondary industries, nonprocess wastewater outfalls, and nonrequifed GCYMS
'X'
fracfons), mark 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, must
you
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 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, acrylonitrie, 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.
1. POLLUTANT
2. MARK'X'
3. EFFLUENT
4. UNITS
S. INTAKE (opitonal)
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
(ijavailable)
VALUE (ijavailable)
d. NO. OF
a. CONCEN
AVERAGE VALUE
CONCENTRATION
(Z) MASS
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
(ijava/lable)
REQUIRED
PRESENT
ABSENT
ANALYSES
-
TRATION
b. MASS
b.
ANALOY ES
METALS, CYANIDE, AND TOTAL PHENOLS
1 M. Antimony, Total
v
(7440-36-0)
2M. Arsenic, Total
v
(7440-38-2)
3M. Beryllium, Total
(7440-41-7)
4M. Cadmium, Total
v
(7440-43-9)
5M. Chromium,
v
Total (7440-47-3)
6M. Copper,-50-8)Total
(7440
X
<5. 0
<7 . 65
N/A
N/A
N/A
N/A
1
ug/1
lb/day
7M. Lead, Total
v
(7439-92-1)
8M. Mercury, Total
�/
(7439-97-6)
9M. Nickel, Total
v
(7440-02-0)
10M. Selenium,
v
Total (7782-49-2)
11 M. Silver, Total
v
(7440-22-4)
12M. Thallium,
v
Total (7440-28-0)
13M. Zinc, Total
v
(7440-66-6)
14M. Cyanide,
Total(57-12-5)
15M. Phenols,
Total
DIOXIN
2,3,7,8-Tetra-
DESCRIBE RESULTS
chlorodibenzo-P-
x
Dioxin (1764-01-6)
PAGE V-3 CONTINUE ON REVERSE

i II t t I i I a I t' I ! I I a a
[ t
rMiTINI IFr) PPMA TUG COMIT
1. POLLUTANT
2. MARK'X'
3. EFFLUENT
4. UNITS
S. INTAKE o aona
(P !%
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
(if --able)
VALUE (ifavailable)
AVERAGE VALUE
(1)
CONCENTRATION
(2) MASS
(1)
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
(ijavailable)
REQUIRED
PRESENT
ABSEN7
d. NO. OF
ANALYSES
a. CONCEN-
TRATION
b. MASS
ANALOYSES
GC/MS FRACTION —VOLATILE COMPOUNDS
1 V. Accrolein
v
(107-02-8)
2V. Acrylonitrile
` /
(107-13-1)
n
3V. Benzene
`
(71.43-2)
n
4V. Bisyl) h
` ,
mrUryl) Etther
X
(542438-1)
5V. Bromoform
(75-25-2)
6V. Carbon
Tetrachloride
(56-23-5)
7V. Chlorobenzene
(108-90-7)
8V. i-
` ,
bromomethemethane
X
(124-48-1)
9V. Chloroethane
(754K)-3)
1 W. 2-Chloro-
ethylvinyl Ether
(110-75-8)
11 V. Chloroform
(67-W3)
n
12V. Dichloro-
bromomethane
(75-27-4)
13V. Dichloro-
difluoromethane
(75-71-8)
14V.1,1-Dichloro-
v
ethane (75-34-3)
15V.1.2-Dichioro-
ethane (107-06-2)
16V. 1,1-Didlloro-
v
ethylene (75-35.4)
17V. 1,2-Dichloro-
v
propane (78-87-5)
3-Diddoro-
propylene
propyl
` ,
X
(542-75-6)
19V. Ethylbenzene
(100-41-4)
20V. Methyl
Iv
Bromide (74-83-9)
21V. Methyl
Chloride (74-87-3)
PAGE V-4 CONTINUE ON PAGE V-5

I a' I ! 1 I I t I t I a a - I I t t I
CONTINUED FROM PAGE V-4
I.POLLUTANT
2. MARK'X'
3. EFFLUENT
4. UNITS
5. INTAKE (optio no
AND b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. a. LONG TERM
a, b. C. a. MAXIMUM DAILY VALUE (ijavailable) VALUE (ijavailable) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED I
d. NO. OF a. CONCEN-b AO SES
(favailable) REQUIRED PRESENT ABSENT CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION b. MASS CONCENTRATION
(2) MASS
GC/MS FRACTION — VOLATILE COMPOUNDS (continued)
22V. Methylene
v
Chloride p5-09-2)
23V.1,1,2,2-
Tetrad Ioroethane
9.34-5
24V. Tetrachloro-
ethylene (127-18-4)
25V. Toluene
(108-88-3)
26V.1,2-Trans-
Dichloroethylene
-
X
156-60 5
27V. 1,1,1-Trichloro-
ethane (71-55-6)
28V. 1,1,2-Trichbro-
\/
ethane (79-00-5)
x
29V Trichloro-
ethylene (79-015)
30V. eh
fluorenimethane
ane
` ,
X
5-69-4
31 V. Vinyl Chloride
(75-01-4)
GC/MS FRACTION — ACID COMPOUNDS
1A. 2-Chloraphenol
(9557-8)
2A. 2,4-DichWo-
phenol (120-83-2)
3A. 2,4-Dimethyl-
v
phenol(105-67-9)
4A. 4,6-Dinitro-0-
�/
Cresol (53452-1)
5A. 2,4-D'rnitro-
phenal (51-28-5)
6A. 2-Nitrophenol
(88-75-5)
7A. 4-Nitrophenol
�/
(100-02-7)
8A. P-Chloro-M-
v
Cresol (59-50-7)
9A. Pentachloro-
�/
phenol (87-86-5)
x
10A. Phenol
{108-95-2)
11A 2,4,6Trichloro
v-------
- -T
phenol (88-05-2)
I
c— lonn oa rv-«, (8-90) PAGE V-5 CONTINUE ON REVERSE

I I AI
CONTINUED FROM THE FRONT
2. MARK "X' 3. EFFLUENT 4. UNITS 5. INTAKE (opa wo
1. POLLUTANT
b. MAXIMUM 30 DAY VALUE C. LONG TERM AVRG. a. LONG TERM
AND a, b. a a. MAXIMUM DAILY VALUE (if --able) VALUE (ifavailable) 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) MASSANALYSES
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS
1 B. Acenaphthene
(83-32-9)
Not
2B. Acenaphtylene
(208-96-8)
required
3B. Anthracene
(120-12-7)
per 40CFR
4B. Benzidine
(92-87-5)
PT 122
5B. Benzo (a)
Anthracene
(56.55-3)
Appendix
68. Benzo (a)
Pyrene (50-32-8)
D
7B. 3,4-Benzo-
fluoranthene
(205-99-2)
8B. Benzo (ghr)
Perylene (191-24-2)
9B. Benzo (k)
Fluoranthene
(207-)8-9)
101B. Bis (1-Chlmv-
elhoxy) Methane
(111-91-1)
11 B. Bis (1-Chloro-
erhyl) Ether
(111-44.4)
128. Bis (2-
Chlororsopropy4
Ether (102-80-1)
13B. Bis (2-Erhyl-
hexA Phthalate
(117-81-7)
148. 4-Bromophenyl
Phenyl Ether
(101-55-3)
15B. Butyl Benzyl
Phthalate (8568 7)
131 2-CNoro-
naphthalene
(91-58-7)
178.4-Chloro-
phenyl Phenyl Ether
(7005-72-3)
18B. Chrysene
(218-01-9)
198. Dibenzoj(.,h)Anthracene(53-70-3)
20B. 1,2-Dichbenzene (W
21 B. 1,3Di-chloro-
benzene (541-73-1)
EPA Fnrm 351n-9r.
rsLani
PAGE V-6 CONTINUE ON PAGE V-7

m
71
CONTINUED FROM PAGE V-6
1. POLLUTANT
2. MARK'X
3. EFFLUENT
4. UNITS
5. INTAKE o aoda
(P 4
b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. AND a b. a a. MAXIMUM DAILY VALUE (ifavadable) VALUE (ifavailable) a. LONG TERM
AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED d. NO. OF a. CONCEN-
(ifavaitabte) REQUIRED PRESENT ABSENT CONCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION b. MASS (1) b. NO. OF
CONCENTRATION (2) MASS ANALYSES
GC/MS FRACTION — BASE/NEUTRAL COMPOUNDS (continue
22B.1,4-Oichloro-
benzene (106-46-7)
Not
23B. 3,3-Dichloro-
benzidine (91-94-1)
required
248. Diethyl
Phthaiate(84-66-2)
per 40CFR
25B. Dimethyl
Phthalate
(131 -11-3)
pt 122
26B. Di-N-Butyl
Phthalate (84-74-2)
Appendix
27B. 2,4-DiniUo-
toluene (121-14-2)
D
288.2,6-Dinitro-
toluene (606-20-2)
29B. Di-N-Octyl
Phthalate (117-84-0)
30B.1,2-Diphenyl-
hydrazine (as Azo-
benzene)(122-66-7)
31 B. Fluoranthene
(206-44-0)
32B. Fluorene
(86-73-7)
338. Hexachloro-
benzene (118-74-1)
34B. Hexachloro-
butadiene (87-68-3)
35B. Hexachloro-
cydopentadiene
(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)
408. Nitrobenzene
(98-95-3)
41B. N-Nitro-
sodimethylamine
(62-75-9)
42B. N-Nilrosodi-
N-Propylai
(621-64-7)
FDA L..— —n on
io nn.
PAGE V-7 CONTINUE ON REVERSE

e
CONTINUED FROM THE FRONT
1. POLLUTANT
2. MARK'X'
3. EFFLUENT
4. UNITS
S. INTAKE o on
(P Ir
b. MAXIMUM 30 DAY VALUE C. LONG TERM AVRG. a. LONG TERM
AND
a. b. c. �"MAXIMUM DAILY VALUE (ijavailable) VALUE (ijavoilable) AVERAGE VALUE
CAS NUMBER TESTING BELIEVED BELIEVED
(1)d. NO. OF a. CONCEN-b. NO. OF
(javailable) REQUIRED PRESENT ABSENT NCENTRATION (2) MASS CONCENTRATION (2) MASS CONCENTRATION (2) MASS ANALYSES TRATION b. MASS 1 ANALYSES
CONCENTRATION
(2) MASS
GC/MS FRACTION — BASEMEUTRAL COMPOUNDS (continued)
43B. N-Nitro-
sodiphenylamine
Not
(8630-6)
44B.Phenanthrene
(85-01-8)
required
45B. Pyrene
(129-00-0)
per 40CFR
46B.1,2,4•Tri-
chlorobenzene
(120-82-1)
Appendix
D
GC/MS FRACTION — PESTICIDES
1 P. Aldrin
(309-00-2)
Not
2P. a-BHC
(S19-84-6)
required
3P. Q-BHC
(319-85-7)
per 40CFR
4P, y-BHC
(58489-9)
Pt 122
5P. SBHC
(319-86-8)
Appendix
6P. Chlordane
(57-74-9)
D
7P. 4,4'-DDT
(50-29-3)
8P. 4,4'-DDE
(72-55-9)
9P. 4,4'-DDD
(72 `4-8)
10P. Dieldrin
(60-57-1)
11 P. a-Enosulfan
(115-29-7)
12P. VEndosulfan
(115-29-7)
13P. Endosutfan
Sulfate
(1031-07-8)
14P. Endrin
(72-20.8)
15P. Endrin
Aldehyde
(7421-93-4)
16P. Heptachlor
(764")
FPA;:— ssln-qr
m-an%
vmt V-ts CONTINUE ON PAGE V-9

I
EPA I.D. NUMBER (copyfromltem 1 of Form 1) OUTFALL NUMBER
NC0000396 1002 (once throu hCONTINUED FROM PAGE V-89 )
I.POLLUTANT
2. MARK W
3. EFFLUENT
4. UNITS
5. INTAKE (opiionao
AND
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVRG.
a. LONG TERM
CAS NUMBER
a
b.
C.
a. MAXIMUM DAILY VALUE
(if —actable)
VALUE (if—d-ble)
AVERAGE VALUE
(ija dable)
TESTING
ING
REQUIRED
BELI
PRESENT
BELIEVED
ABSENT
d. NO. OF
a. CONCEN-
CONCFNNTRATION
(2) MASS
CONCENTRATION
(2) MASS
CONCENTRATION
(2) MASS
ANALYSES
TRATION
b. MASS
CONCENTRATION
(2) MASS
NALYSES
GC/MS FRACTION — PESTICIDES (continued)
17P. Heptachlor
EpOwae
Not
(1024-57-3)
18P. PCB-1242
(53469-21-9)
required
19P. PCB-1254
(11097-69-1)
per 40CFR
20P. PCB-1221
(11104-28-2)
Pt. 122
21P. PCB-1232
(11141-16-5)
Appendix
22P. PCB-1248
(12672-29-6)
D
23P. PCB-1260
(11096-82-5)
24P. PCB-1016
(12674-11-2)
25P.Toxaphene
(8001-35-2)
-<., ka- 1 PAGE V-9

wia
aril
raW
EPA ID Number (copy fromItem 1 of Form 1)
Plaasa nrint nr tvna in the nnchnei—i —, ...,k, NC00003 96 Form Approved, OMB No. 2040-0086
FORM
ZF
NPDES
U.S. Environmental Protection Agency
E PA Washington, DC 20460 .
Application for Permit to Discharge Storm Water
Discharges Associated with Industrial Activity
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 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)
SW-1
35
1 28
02
82
32
13
Lake Julian
SW-2
35
1 27
51
82
32
05
Lake Julian
SW-3
35
27
55
82
32
06
Lake Julian
SW-4
35
28
39
82
32
46
Lake Julian
SW-5
35
28
29
82
32
51
Unnamed tributary to Powell Creek
$W-6
35
28
23
82
32
45
Lake Julian
Il. Improvements
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,
Agreements, Etc.
2. Affected Outfalls
3. Brief Description of Project
4. Final
om
Compliance Date
number
source of discharge
a.
b. proj.
N/A
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.
III. Site Drainage Map
Attach a site map showing topography (or indicating the outline of drainage areas served by the outfails(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 outfall; 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, herbicides, soil conditioners and fertilizers are applied; each of
its hazardous waste treatment, storage or disposal units (including each area not required to have a RCRA permit which is used for accumulating hazardous waste
under 40 CFR 262.34); each well where fluids from the facility are injected underground; springs, and other surface water bodies which received storm water discharges
from the facility.
EPA Form 3510-2F (1-92)
Page 1 of 3
Continue on Page 2
M

177
Continued from the Front
IV. Narrative Description of Pollutant Sources
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
Total Area Drained
Outfall
Area of Impervious Surface
Total Area Drained
(provide units)
(provide units)
Number
(provide units)
(provide units)
SW-1
0.34 acres
3.69 area
SW-4
0.09 acres
5.5 acres
SW-2
0.13 acres
0.38 acres
SW-5
0.09 acres
4.0 acres
SW-3
0.84 acres
9.06 acres
SW-6
0.18 acres
7.6 acres
-- a „a, iauve ucsunpnon or sigrnncam 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 are
applied.
to See attachment 6
C. For each outfall, 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.
rill Outfail List Codes from
Number Treatment
_ Table2F-1
V. Nonstormwater Discharges
arr A.I cer
tify under penalty of law hat the outfall(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 outfall.
Name and Official Title (type or print) Signature Date Signed
YID Laurie Moorhead, Env. Specialist ` ^ / / 16fictle
.X.-'
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.
rli On an annual basis, the Asheville Plant Environmental Specialist conducts a visual inspection of all stormwater outfalls during
an extended period of dry weather. This visual inspection serves to ensure that there are nunpermitted discharges from the
permitted stormwater outfalls. Certification statements are signed, dated and kept onsite beo hind Tab 5 Annual Certification
Page of the SWPPP.
Dates for previous certifications include: April 16, 2010, April 23, 2009
I. 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
rna approximate date and location of the spill or leak, and the type and amount of material released.
here have been no leaks of spills of toxic or hazardous pollutants on the old or new access roads in the past three years.
EPA Form 3510-2F (1-92)
In
Page 2 of 3
Continue on Page 3

so
0
--I
Continued from Page 2 NC000039eD Number (copy from Item f ofForm f)
/II. 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)
The following elements could be present in coal and/or oil:
Antimony
Arsenic
Beryllium
Cadmiun
Chromium
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
VIII. Biological Toxicity Testing Data
Do you have any knowledge or reason to believe that any biological test for acute relation to your discharge within the last 3 years? or chronic toxicity has been made on any of your discharges or on a receiving water in
❑ Yes (list all such pollutants below) Q✓ No (go to Section IX)
IX. Contract Analysis Information
Were any of the analyses reported in Item VII performed by a contract laboratory or consulting firm?
© 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
Pace Analytical Services, Inc.
2225 Riverside Drive
[phone]
All
Asheville, NC 28804
X. 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 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 of fine Imprisonment
possibility and for knowing violations.
A. Name & Official Title (Type Or Print)
B. Area Code and Phone No.
Garry A. Whisnant, Plant Manager
[phone]
C. Signature
D. Date Signed
-Z 'Y , j '/' ��
e1/o%(a
- rviiji Jv Iv-Lr tl-vz)
Page 3 of 3
do

rW
EPA ID Number (copy from Item 1 of Form 1) Form Approved. OMB No. 2040-0086
C0000396 Approval expires 5-31-92
V11. Discharge information (Continued from page 3 of Form 2F)
rrr
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.
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
(if available] n�,. 4.. _ .. . . _
t
am
a
0
111111111
M
Orland Grease
<5.0 mg/l
N/A
1
Below detection level
Biological Oxygen
Demand(BOD5)
4.6 mg/l
2.0 mg/1
1
Decaying vegetation
Chemical Oxygen
Demand (COD)
432 mg/1
64.o mg/1
1
Decaying vegetation
Total Suspended
Solids(TSS)
426 mg/l
92.7 mg/l
1
Erosion, Settled dust and debris
Total Nitrogen
4.9 mg/l
2.1 mg/1
1
Fertilizer
Total Phosphorus
0.79 mg/l
0.18 mg/1
1
Fertilizer
pH
Minimum 6.7
Maximum 6.7
Minimum
Maximum
1
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.
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
Total Copper
68.5 ug/l
11.8 ug/l
1
Total Iron
38300 ug/1
7230 ug/l
1
Total Arsenic
46.4 ug/1
13.6 ug/1
1
Total Selenium
<10 ug/1
<10 ug/l
1
Total Silver
<5.0 ug/l
<5.0 ug/1
1
Total Thallium
<10 ug/l
<10 ug/1
1
TKN
4.5 mg/l
1.9 mg/1
1
Nitrate -Nitrite
0.40 mg/1
0.15 mg/1
1
Total Mercury
0.33 ug/1
<0.2 ug/1
1
Total Beryllium
3.4 ug/1
<0.1 ug/1
1
Total Cadmium
<1.0 ug/l
<1.0 ug/1
1
Total Chlorides
69.4 mg/l
31.3 mg/1
1
Total Chromium
43.4 ug/1
7.8 ug/1
1
Total Flouride
<0.10 mg/1
<0.10 mg/1
1
Total Lead
45.8 ug/l
7.3 ug/l
1
Tot. Managanese
1010 ug/l
125 ug/l
1
Total Nickel
32.2 ug/l
5.2 ug/1
1
Total Zinc
325 ug/1
54.1 ug/1
1
TRC+
250 ug/li
1
+ Possibly analytical inteference
from naturally occurring manganese
and/or turbidity in the sample.
Result from TRC grab sample at end
sampled outfall
SW-3 only due
to representative
outfall sta
tus
of Sw sampling event was 20 ug/l.
No known source.
arm ruirn oo-iu-cr tl-az)
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
(if available) Minutes Composite Minutes I Composite Sampled Sources of Pollutants
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)
3/11/2010
210 minutes
0.39 on 3/11/2010 (during
sampling).
Precipitation over the next
four days totaled 1.81
inches.
168 hours
20.6 GPM
9,548 gallons from
outfall SW-3 during
sampling event.
7. Provide a description of the method of flow measurement or estimate.
A container with a known volume and a stopwatch was used to measure flow from SW outfall pipe.
-, -, v,m k,-oy
Page VII-2
ism

I+ Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 1
Form 1— Item XI - Map
M

c L f t M. i
jjaid
�I� �� —�q �'i ♦' n r(f',i Party
a'yI-� ,�•'�� /� a;i � '!�� t _�;� .�1 f 'l 1 `� .r i S _ 4 �'a \,�i ♦ p�l'4�p '. 7
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Atyd�..
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,
Asheville Plant '
r;.,.
8�en ��C (i 1 Aotlefe V ��c•, f�
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W.1
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Post on b } <t
tw
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0 600 1,200 2,400 3,600 4,800 we
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a
Attachment 1 — Form 1 — Item XI — Map
Carolina Power & Light Company
Asheville Steam Electric Plant
Buncombe County
Page 1 of 2 June 2010

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660 330 0 660 1,320 1,980 Feet
a
Attachment 1 — Form 1 — Item XI — Map
Carolina Power & Light Company
Asheville Steam Electric Plant
Buncombe County
Page 2 of 2 June 2010

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 2
Form 2C Item II —A
Line drawing for Flows, Sources of Pollution and Treatment Technologies

I I 1 I t I t I I t I I I I I I a a I
French Broad
Make -Up
Consumptive
River
Water intake
Loss
Stormwater
-�
1964 Ash Pon
Evaporation
X Flue Gas
Dam Seepage
D
Settling
Desulfurization
V
Clarifier
Zone
Y
Equalization o;
Basin o;
Units 1 & 2
S Lake Julian
0"
B
Condensers
Outfall 002
01
Lake N
Intake
o;
Julian
Structure
Circulating Water F
o;
to Heat Exchanger
Ash Sump;
U
Oi
U
Diesel
T
i
oI
re
Pum
Fire
Preheater
Ash Evaporation
o;
AA Protection
Cleaning
Sluice in Boilers
W
System
Water
Water
TL
!''
31
Service Water
Q
Vendor supplied
R
Chemical Metal
Cleaning
01
water treatment
Waste
G
�;
Constructed 2I
Wetland �;
(Alt.)
111
Combustion M
Turbine Site
-' -' -'
Z
1
1982
Low Volume E
30 Ash Pond
Secondary
French Broad
Waste Sources
Settling
River
Basin
A Outfall001
Storm Wate
J
H
K
Coal Pile
Dam Seepage
Public
Potable and
C Public
Runoff
Attachment 2 - form 2C - Item ILA Flows, sources of
Water
Sanitary
Sewage
Evaporation
P Treatment
nol ; es
Supply
System
System
Carolina Power a I inhr r%nm.,— a�,. n ------

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
to Asheville Steam Electric Plant — NPDES Permit Number NC0000396
Attachment 2
Form 2C - Item II -A Flow, Sources of Pollution, and Treatment Technologies
Stream
Name
Average Flow
Comments
A
Ash Pond Discharge
3.52 MGD
Outfall 001
B
Intake to Once -through Cooling & Circulating
Water to Heat Exchangers
255.1MGD
C
Plant Potable and Sanitary Uses
0.002 MGD
From POTW
D
F
Makeup to Lake from River
I nw Vn6 imo 1A/..+co
2.68 MGD
2009 Average
• Ash Hopper Seals
• Sandbed Filter Backwash
• Boiler Blowdown
• Truck Wash
• Water Purification process waste streams
0.05 MGD
2600 Gal/event
0.006 MGD
Variable
variable
Rare Usage
Startup - Estimated
F
Circulating Water from Heat Exchangers
19.3 MGD
Estimated
G
Ash Sluice Water
3.03 MGD
Estimated
H
Dam Seepage
0.09 MGD
Calculated
I
City Water Supply to Boiler Makeup
0 MGD
Rare Usage
J
Coal Pile Runoff
0.01 MGD
Based on Average Annual
Rainfall of 47" and 50 % Runoff
K
Storm Water
0.07 MGD
Estimated
L
Chemical Metal Cleaning Wastes
0 - 90,000 Gallons
(0 gallons anticipated)
Normal Practice is Evaporation
M
Water From Combustion Turbine Facility
Operation (Blade wash activities)
0 - 0.02 MGD
Intermittent
N
From Lake to Intake
256.59 MGD
Estimated
O
Intake to Service Water
0.05 MGD
Estimated
Q
Fire Protection Water
0.010 MGD
Estimated
R
Air Preheater Cleaning
10,000 gallons/event
Estimated
S
Discharge to Lake Julian
255.1 MGD
T
Emergency Fire Protection Water
0
Used for fire fighting
Outfall 002 -Calculated
U
Diesel Fire Pump to Lake Julian
0.128 MG/week
Estimate - pump testing
V
Flue Gas Desulfurization Blowdown
0.086 MGD
Calculated
X
Intake to FGD system
01.08 MGD
Y
Chloride Dilution Water
0.35 MGD
z
Constructed Wetland Discharge
0.376 MGD
Outfall 005
AA
Makeup water sup I
22 Million allons/ ear I
Calculated
Attachment 2 - form 2C - Item IIA Flows, Sources of
Pollution, and Treatment Technologies
Carolina Power & Light Company d/b/a/Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
Buncombe County June 2010 Page 2of 2

• Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 3
Form 2C — Item II-B
Description of Flows, Sources of Pollution and Treatment Technologies
at
r -1

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 3
Form 2C - Item II-B Flow, Sources of Pollution, and Treatment Technologies
The Asheville Steam Electric Plant is located in Arden, North Carolina south of Asheville, North
Carolina. The Asheville Steam Electric Plant is a coal-fired, steam cycle electric generating
plant with two generating units. Two Internal Combustion (IC) Turbines are also located on the
plant site. The plant has a 320-acre cooling lake (Lake Julian) on the east side of the French
Broad River in Buncombe County, North Carolina.
Chemical constituents contained in the discharges from this plant will, in part be representative
of the naturally occurring chemical quality of the intake water and will also have chemical
constituents of such quality and quantity associated with similar discharges for fossil generating
facilities of this size, type and in this geographical location. Either all or part of the elements
listed on the Periodic Table, either singularly or in any combination, may from time to time be
contained in the discharge.
Outfall 001 - Discharge from Ash Pond to French Broad River
The Plant's ash pond (hereinafter referred to as the 1982 ash pond), is located east of the
French Broad River, south of the plant and discharges into the French Broad River. The ash
pond receives ash sluice water, various low volume wastes, coal pile runoff, limestone pile
runoff, gypsum pile runoff, air pre -heater cleaning water, lire protection system drainage,
chemical metal cleaning wastes (potentially), storm water and other waters from the
Combustion Turbine Facility on the Plant's site. Wastewater from the plant's truck wash and
weigh stations also are directed to the plant's 1982 Ash Pond. Accumulated water within the
boundaries of the old ash pond (hereinafter referred to as the 1964 ash pond) may also from
time to time be transferred to the 1982 pond. The plant will also be considering installation of a
reverse osmosis system to treat water for plant process uses. Reject water from this plant
process system will be sent to the ash pond. The pond provides treatment by sedimentation
and neutralization to the above -referenced individual waste streams. Water leaves the 1982
ash pond via a standpipe with skimmer and flows by pipe and lined ditch to a secondary basin,
where it is discharged by overflow to a ditch that coveys it to the French Broad River. Toe
Oft
M

Carolina Power & Light Company
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
drains from both the 1982 pond and the 1964 pond drain to the French Broad River. Detailed
descriptions of the individual waste streams are below.
ift Ash Sluice Water
Fly ash and bottom ash from both units are hydraulically conveyed by an ash sluice pipeline to
r
the ash pond. As needed, alum is added to the ash sluice influent to aid settling. A Selective
Catalytic Reduction system (SCR) is operated on both Unit 1 and Unit 2 for NOx emissions
control. Urea is injected to reduce NOx emissions. A byproduct of this process is an "ammonia
slip" which will be carried to the 1982 ash pond via ash sluice water. As necessary, a system to
mitigate SO3 emissions may also inject additional ammonia into the combustion process. This
mitigation system has not been needed to date but may become necessary as fuel sources
change. Various boiler sediments and ash accumulations collected during maintenance
activities may also be transported to the 1982 ash pond. The ash pond discharge flows into
the secondary settling pond where it combines with the FGD treated wastewater prior to
discharging to the French Broad River. Progress Energy plans to relocate this secondary
settling pond and discharge point during the term of this permit to facilitate modifications
designed to enhance the 1964 ash pond dam's safety factor.
Coal Pile Runoff
Storm water runoff from the coal pile is collected in drainage ditches that surround the coal pile.
The drainage ditches are routed to the 1982 ash pond for treatment. During maintenance
activities, sludges removed from catch basins, sumps, etc. may be transported to either the
1982 ash pond or the 1964 ash pond for disposal.
Limestone and Gypsum Piles Runoff
do
Storm water runoff from the limestone and gypsum piles is collected in drainage ditches which
are routed to the 1982 ash pond for treatment. During maintenance activities, sludges removed
�` from catch basins, sumps, etc, may be transported to the 1964 ash pond and/or the 1982 ash
pond for disposal.
C7
Storm Water
Storm water runoff from the plant area, parking lots, combustion turbine area, oil storage and
handling facility and the plant's substations is routed to the ash ponds for treatment. During
E

Carolina Power & Light Company
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
maintenance activities, sludges removed from catch basins, sumps, etc. may be transported to
the 1964 ash pond and/or the 1982 ash pond for disposal.
Low Volume Wastes
Boiler water make up is withdrawn from Lake Julian and purified utilizing vendor supplied
equipment. Boiler water is treated with ammonia, hydrazine, and sodium hydroxide. Boiler
blowdown and drainage is sent to the ash pond and may contain small quantities of the
chemicals. A new Reverse Osmosis system or alum coagulation/filtration service will be used
in conjunction with the vendor supplied equipment to provide water for various plant processes.
The reject stream from the Reverse osmosis unit will be sent to the 1982 ash pond. .Some
molybdate waste from the closed cooling water system is created through valve leakage and
maintenance activities and is discharged to the 1982 ash pond. A furnace ash hopper seal is
maintained by using plant service water. A standard operation water level is maintained in a
seal trough for the ash hopper seal. Overflow from this trough is discharged to the 1982 ash
pond. A sodium hydroxide solution is fed into this flow stream as necessary for ash pond pH
adjustment. Sulfuric acid is fed to the ash sluice water as necessary for 1982 ash pond pH
adjustment. Coal dust suppression is achieved by spraying a proprietary chemical on coal at
r different stages of coal use. Small amounts of excess dust suppression chemical have the
potential to be discharged to the 1982 ash pond via plant drains or coal pile runoff. Small
amounts of urea waste from bulk urea unloading operations are discharged to the 1982 ash
pond. All plant area floor drains are routed to the 1982 ash pond and include equipment
drainage and wash down along with rainfall runoff. During maintenance activities sludges
removed from catch basins, sumps, etc. may be transported to the 1982 ash pond and/or the
1964 ash pond for disposal.
In many cases, added chemicals are consumed or chemically altered during the plant
processes. Only trace amounts might be recoverable in water entering the 1982 ash pond.
Detectable levels of these chemicals would not be expected to occur in ash pond discharges.
Flue Gas Desulfurization Blowdown (Low Volume Waste)
The Flue Gas Desulfurization (FGD) system directs flue gas into an absorber where a limestone
(calcium carbonate) slurry is sprayed. Sulfur dioxide in the flue gas reacts with the limestone to
+wr produce calcium sulfate (gypsum). This system reclaims any unreacted limestone slurry to be
r„ 3

o Carolina Power & Light Company
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
reused in the absorber. A small blowdown stream is used to maintain the chloride
concentration in the reaction tank. The blowdown stream is passed through a clarifier to
remove solids and the chloride concentration in the waste stream is diluted using water from
Lake Julian. Chemicals are used to adjust pH and to aid solids removal in the clarifier. A
constructed wetland is used to remove metals, mercury and selenium specifically, and the
treated wastewater is discharged into the secondary settling pond.
Air Preheater Cleaning (Low Volume Waste)
The air preheater will be water washed once per year or more frequently as needed. The
wastewater from this activity will be discharged to the 1982 ash pond.
Chemical Metal Cleaning Wastes
The boilers are chemically cleaned every five -to -eight years using Tetraammonia ethylene
diamine tetraaccetic acid (EDTA) solution. This cleaning solution and its rinses are stored on
site for disposal by evaporation in an operating unit's furnace. Typical cleanings would result in
a waste of approximately 80,000 gallons. Should evaporation not be used, the wastewater can
be treated by neutralization and precipitation prior to being conveyed to the 1964 ash pond, or
to the 1982 ash pond, or other means of disposal. Cleaning of other heat exchanger surfaces
w may produce 5,000-10,000 gallons of wastewater every three -to -five years.
r7
Other Wastes
Operation of the combustion turbine (CT) generation facility may produce turbine blade wash
water, inlet filter cooling water, various condensate waters, and water from equipment and tank
drains. These wastewaters will be collected in the storm water collection system of the CT site
and routed to the 1982 ash pond. During maintenance activities, sludges removed from catch
basins, sumps, etc, may be transported to the 1964 ash pond and/or the 1982 ash pond for
disposal.
Plant Potable and Sanitary System
The supply of water for plant potable and sanitary use is obtained from the Asheville/Buncombe
Water Authority system and waste from this system is discharged to the Metropolitan Sewage
District System.
4

W Carolina Power & Light Company
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Herbicide and Pesticide Usage in the Treatment System Ponds
Herbicides may be used as needed to control nuisance aquatic vegetation. These herbicides
are applied by licensed applicators, or persons under the immediate supervision of a licensed
applicator, in accordance with the manufacturer's instructions. Pesticides may be used as
needed to perform biological assessments. These Pesticides are applied by licensed
applicators, or persons under the immediate supervision of a licensed applicator, in accordance
with the manufacturer's instructions.
230 KV Substation Storm Water
Storm water runoff from the substation located adjacent to the plant is conveyed to the 1964
ash pond. This water may be transferred to the 1982 ash pond as needed to maintain
appropriate water levels in the 1964 ash pond.
Outfall 002 - Discharge to Lake Julian
Once -Through Cooling Water
This flow provides condenser cooling water for the generating units 1 and 2. Maximum
condenser flows for units 1 and 2 are 150 MGD and 156 MGD, respectively.
Once -through cooling water is used to supply non -contact cooling water for the component
closed cooling water system. The component closed cooling water system flows combine with
unit 1 and 2 condenser flows prior to discharge to Lake Julian. Maximum component closed
cooling water system flows for unit 1 and 2 are 9.1 MGD and 10.2 MGD, respectively.
Discharge flow to Lake Julian is calculated at the intake to units 1 and 2 condensers and to the
circulating water to the heat exchanger. The discharge of water from the heat exchangers is
routed to an ash sump. The majority of this water is further routed to the discharge of units 1
and 2 condensers. Less than one percent of the flow to the ash sump is used to supply ash
sluice water, preheater cleaning water, and fire protection water.
Control of biological fouling on heat -exchanger surfaces is accomplished by addition of sodium
hypochlorite as required, which is usually less that 2 hours per day per unit, with a net total
residual chlorine of less than 0.2 ppm discharged during that period. Cooling is accomplished
by evaporation from the surface of Lake Julian and mixing and convection with lake waters.
Make up for Lake Julian is from the French Broad River, natural runoff and creek flows. Water
12

do Carolina Power & Light Company
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
ON
is pumped from the French Broad River during dry periods to supplement the flow. Although
discharge from Lake Julian to the river is extremely rare, any occurrence would be during
periods of heavy rainfall.
Herbicide and Pesticide Usage in the Treatment System Ponds
WA Herbicides may be used as needed to control nuisance aquatic vegetation. These herbicides
are applied by licensed applicators, or persons under the immediate supervision of a licensed
applicator, in accordance with the manufacturer's instructions. Pesticides may be used as
needed to perform biological assessments. These Pesticides are applied by licensed
applicators, or persons under the immediate supervision of a licensed applicator, in accordance
with the manufacturer's instructions.
R

to Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 4
Form 2C — Item VI
Potential Discharges Not Covered by Analysis
M
am

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 4
Form 2C - Item VI - Potential Discharges Not Covered By Analysis
Chemical
Estimated Quantity
Frequency
Purpose
Used(per ear
Hydrazine (35%)
1840 lb./yr.
Continuous
Oxygen scavenger in
boiler
Ammonium hydroxide
2730 lb./yr.
Continuous
pH control of boiler
water
Sodium hydroxide
141,139 Ib./yr
Continuous
pH control of ash pond
25
Sodium hydroxide
30 gallons
As required
pH control of boiler
50%
water
Sodium hypochlorite
91,072 lb./yr.
As required
Control of biological
(15%)
fouling on heat
exchangers
Sodium molybdate
100 pounds
As required
Corrosion control in
closed cooling water
system
Tetraammonia EDTA
35,000 pounds
Every 5 to 8 years
Boiler cleaning
38%
Urea (50%)
7365 tons/yr.
Continuous during
NOx control
high ozone months
Sulfuric acid (93%)
Variable
As needed
pH control pf ash pond
BetzDearborn Dustreat
11,400 pounds -
As required
Coal dust suppression -
DC9136
estimated
proprietary chemical
Fyrewash (detergent)
200 gallons
As needed
Combustion turbine
blade washing
Detergents/cleaning
Variable
As needed
Housekeeping
agents
Limestone (Calcium
21,944 tons/yr.
Continuous
Flue Gas
carbonate)
Desulfurization
Polymer (high weight,
3255 lb./yr.
Continuous
Solids removal — FGD
anionic, emulsion -type)
wastewater
Coagulant (Ferric
3060 lb./yr.
Continuous
Solids removal — FGD
chloride — 41 %)
wastewater
Sodium Hydroxide
17600 lb./yr.
Continuous
pH adjustment — FGD
25%
wastewater
Hydrochloric Acid
400 gallons -
Continuous
pH adjustment — FGD
30%
estimated
wastewater
Magnesium Hydroxide
Variable
Continuous
Applied to coal for slag
control
Aluminum Sulfate 25%-
variable
As required
Water treatment
50% Alum
processes, TSS control

„o Carolina Power & Light Company
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
ift
Sumachlor 50
As needed
Coagulant for water
treatment filter
MIT7602 (Organic
As needed
R.O. Anti-scalant
Polymer)
50% Caustic
Variable for R.O. pH
As needed for pH
R.O. pH adjustment
adjustment
adjustment
and
1000 gallons for
Periodic Typically 4/yr
R.O. cleaning per
for R.O. cleaning
R.O. cleaning
event
Hydrocloric Acid
1000 gallons/event
Periodic Typically 4/yr
R.O. membrane
cleaning
Citric acid
1000 gallons/event
Periodic Typically 4/yr
R.O. membrane
cleaning
Trilon B (EDTA)
1000 gallons/event
Periodic Typically 4/yr
R.O. cleaning
ROClean P911
1000 gallons/event
Periodic Typically 4/yr
R.O. cleaning
Bisulfite (sodium
As needed
R.O. layup
bisulfite
600gallons/event
Alkyl alcohol
Variable
As needed
Freeze conditioning
agent
Propylene Glycol
Variable
As needed
Freeze conditioning
agent
Calcium Chloride
Variable
As needed
Freeze conditioning
agent
Diethylene glycol
Variable
As needed
Freeze conditioning
agent
Glycerin
variable
As needed
Freeze conditioning
agent
Fertilizer
Variable
As needed
Wetland treatment cell
plant management
Pelletized Lime
Variable
As needed
Wetland treatment cell
plant management
NMI
2 Rev. April2010

ift Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 5
Form 2F — Item III
Site Drainage Map
U- 1
r

-- 44��•
Old Access Road W
r SW-6 +�-
�. SW-5 y�
hev i
• e A t
New Access Road
SW-1
(approximate location) W '
• "",mow' �,°.,, El'T � � � r SW-3
s
a ... y ♦
'/...... ° .J
r ,„• SW-2
i #All
0 250 500 1,000 1,500 2,000 Feet "
5
Attachment 5 — Form 2F — Item III — Map
Carolina Power & Light Company
Asheville Steam Electric Plant
Buncombe County
Page 1 of 3

A"�
14( Id w
Spillway
N,
N
13
33
SW-4
SW-5
Lake Julian
SW-6
-T
substawc
fiqw
loop ev
C 0 e
Attachment 5 — Form 2F — Item III Site Drainage Map
Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
Buncombe County
Page 2 of 3

Attachment 5 — Form 2F — Item III Site Drainage Map
Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
Buncombe County
Page 3 of 3

.o Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 6
Form 2F —Item IV-B
Narrative Description of Pollutant Sources
on

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 6
Form 2F - Item IV B. Narrative Description of Pollutant Sources
Various products and waste products will enter and leave the plant via the old access
road, new access road and rail line. The enclosed site drainage maps display the
sections of the site access roads from which storm water will discharge to Lake Julian
or an unnamed tributary of Powell Creek which discharges into the French Broad River.
Storm water from other sections of the roads flows via sheet flow or is conveyed to the
1982 ash pond or to the hot pond prior to discharging to, respectfully, the French Broad
River and Lake Julian. The discharges from the hot pond and 1982 ash pond to Lake
Julian and the French Broad River, respectively, are NPDES permitted discharge
outfalls.
New Access Road
The portion of the road from which storm water will discharge directly to Lake Julian is
divided into 3 separate drainage areas, each with an outfall. Storm water that is routed
to SW-1 is carried to Lake Julian using piping, grass -lined ditches, concrete -lined
ditches and sheet flow. The area drained contains Carolina Power & Light Company
d/b/a Progress Energy Carolinas, Inc. (PEC) property, non-PEC property, the access
road and a railroad storage yard where coal -filled rail cars can be stored. Storm water
that is routed to SW-2 will be collected in a riprap-lined ditch that will then allow sheet
flow to Lake Julian. The area drained contains only the access road. Storm water that
is routed to outfall SW-3 will be routed through piping and both grass and riprap-lined
ditches. The area drained to SW-3 includes PEC property, non-PEC property, the
access road, and the railroad storage yard. PEC can only provide a rough estimate of
impervious area for the property not owned by PEC.
The property used for the new access road was purchased by PEC. The past use of
this property was residential; therefore, PEC has no knowledge of any significant
materials that have been treated, stored or disposed on this property in the past. PEC
staff performed a limited Phase 1 Environmental Site Assessment on this property and
found no visual evidence of the storage, use, or disposal of chemicals or hazardous
substances. Any chemicals used are likely limited to consumer products in limited
quantities. PEC has stored in the past and will store in the future coal at the railroad
storage yard. The coal is contained in rail cars that are waiting to be unloaded at the
plant. Other than the coal stored at the railroad storage yard, PEC has not treated,
stored or disposed of any significant materials on any property already owned by PEC
in the drainage area of this access road and has no plans to treat, store, or dispose of
significant materials on this access road or on immediately surrounding property owned
by PEC in the future. No materials loading or unloading activities will take place on the
access road, railroad storage yard, or on immediately surrounding property owned by
PEC. Various brands of commercial herbicides (i.e., Roundup, Crossbow) might be
used to control weeds and other unwanted plant growth for security reasons. These
herbicides will be carefully applied by licensed applicators, or persons under the
immediate supervision of a licensed applicator, in accordance with the manufacturer's

Carolina Power & Light Company
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
instructions. Fertilizers, pesticides (other than herbicides), and soil conditioners will not
be used by PEC. No hazardous waste treatment, storage, or disposal will occur on this
property.
Old Access Road
The portion of the road from which storm water will discharge directly to Lake Julian is
divided into 3 separate drainage areas each with an outfall. Storm water that is routed
to SW-4 flows over grass -lined ditches and gravel to Lake Julian. The area drained
contains PEC property, non-PEC property, and the old access road. Storm water that
is routed to SW-5 is collected in a grass -lined ditch that discharges into a concrete
conveyance that discharges into the Lake Julian spillway. The spillway discharges to
an unnamed tributary of Powell Creek which discharges to the French Broad River.
The area drained contains only PEC property, including the access road. Storm water
that is routed to outfall SW-6 is conveyed through grass -lined ditches and piping to
Lake Julian. The area drained contains PEC property including the access road and a
picnic area with several buildings and a shelter.
PEC has not treated, stored or disposed of any significant materials on property owned
by PEC in the drainage area of this access road and has no plans to treat, store, or
go dispose of significant materials on property in the drainage area owned by PEC. No
materials loading or unloading activities will take place on the access property owned by
PEC. Various brands of commercial herbicides (i.e., Roundup, Crossbow) might be
used to control weeds and other unwanted plant growth for security reasons. These
herbicides will be carefully applied by licensed applicators, or persons under the
immediate supervision of a licensed applicator, in accordance with the manufacturer's
instructions. Fertilizers, pesticides (other than herbicides), and/or soil conditioners will
not be used by PEC in this drainage area. No hazardous waste treatment, storage, or
disposal will occur on PEC property in this drainage area.

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 7
Form 2F —Item IV-C
Description of Structural and Nonstructural Control Measures
ift
WE

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 7
Form 2F - Item IV C. Description of existing structural and nonstructural control
measures to reduce pollutants
No conventional treatment will be provided for the storm water discharging from any of
the outfalls. Prior to discharging to Lake Julian, storm water from Outfalis SW-1, SW-2,
SW-4, SW-5, and SW-6 will flow over a vegetative buffer which will provide some
filtering of sediment from the storm water.
All coal, limestone, ash and gypsum trucks that travel on the access road are required
to be covered which will prevent spillage on this road. These same trucks are required
to wash down their wheels prior to exiting the site. The wash water from these wheel
washes is routed to the 1982 ash pond for treatment.
During maintenance activities, sludges removed from ditches or manholes may be
transported to the 1964 and/or 1982 ash pond for disposal.

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 8
1Q10 flow determination
M
F"

Mar, lb, IUIU 1;4drm
iuo, Mo r, i
ift
to
❑ Not applkable '7 � ke�
00
yd
Fax to:-
sclemae flare abmft twiff
Date: Mold
Subject: -
Comments:
A aukknote from
J, Curtk Weaver, P.E.
Hydrologist (Civil ring)
jcweavergusgs.gov
http://ne.woW.usgs, gov/
U.S. Department of the Interior
U.S. Geological Survey
3,16 Sunset Ridge Road
Raleigh, NO 27W7
[phone]
[phone] FAX

ivia r, i o, zu i u i : 4orm no, L000 r. L
� 865� NO: .
Request l'� 7= Site No: _0_w StvemdlO r Conditions:.,.,,,,,_ LOGIN
RPMUD
Mqii= YOR WATER-3t1 mY sTATIsTicS
Station No. D y<l'7i��eD Type Station Zd Data Inds;
Station Name „ Y, eK 4A 131.001 k)r4•4, cL* ;OQC 2149 %t4Ir %-h QJ/ .
Location •�' !1� C / y_-_c+y� << ►+^ 1 t �...' a S�'r %�, d .......�.,.
Lat. 3S ° "�' '�, Was b2°37' 29"0 Basin ycrree� e vee.�,.
Sky y 4*4
Qaad No. - 9 Gouty, lea. Je, g o s-% .- O' q State District ' 3 7
sqc A 6 d I S" .. NNE y- Drainage Area i
4
Average Dischargei r
Estiaaated using �. ~% tfsat. k-' 12 IV in
efs. �})
Miaa� Diseharges
irr
Kira. day 0 -year recurrence taterv'al .
� Y _ 9
�
N C3 7 (A )
�afsm.,� s.
Kin._ D ,¢ay a -yea; recurrence interval,
df W.�cEs. , (�)
� `" 2"d z
lain. 7day i b -ye= r==eacc jut
16f=. t%b9-fs.
Kin .}-_ day -year recmCresnces interval,
Opq �Pw. ��!efs. (A)
rr
�ceMe1 %�ra�ltiver at lC e Air4— D.A. y�
•�-.�.�wawa rll ■w
sq sd . Type
.••1u- '2.A�t l
•�..�.r
�•1111 �Y1 -
River at D.A.
se; mi. Type _. _
;�4D3
Creels near r
River at D.a.
sq mi. Typq-
Crexk, nett
letter
Traasaxitted by carp. to �14 o � � 3cn^,a tt�ed by
�{ W�_,"te Z - t o - a y
/C�ooMp
I V` ++ c wC Cbecko i �. �v�f data - l ­ 0 4
Mariam by date Z-
.
}y.,,
I� Re marks t , �', • r
.
,7 p Q '� • 1
- W
-7 ,4 T -2�
Gqd�77
..+.�r
F
-;L7 �. Yz
(a) Sstimte is based an records Gated at av Rear the BUG.
(b) »stimea= is beats antUmly on runaft, observed at nearby
straws.
r (a) Istfzates based on pswcedarea given W open -fits wort 90-399 "Lox. -Flow
{ hWXQtUristirts of Straws f= North C4WQ i] "
(d) EstUaw based on procedaras given in Open -file Report 90-399 and in coujucti,on with
recoods •collscteed at or near the site.
.
p

mar, lb. mu 1;4yrm
IVo. L000 r. j
a
United States Department of the Interior
U.S. GEOLOGICAL SURVEY
3916 Sunset Ridge Road
Raleigh, North Carolina 27607
February 23, 2004
Ms. Susan A. Wilson, Environmental Engineer
N.C, Division of Water Quality, NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Dear Ms. Wilson:
In response to your request for, low -flow data, the U.S. Geological Survey (USGS) does not
have site -specific, low -flow discharge data for French. Broad River at NC 280 near Skyland,
NC (station id 03447840, drainage area 660 m12).. The low -flow characteristics that are pro-
vided on the attached sheet have been computed by correlating the runoff characteristics of a
nearby continuous -record gaging station upstream of the request site.. Please note that the flow
estimates do not specifically account for the presence of any diversions or regulation, present
or. future, which may occur upstream of the request site, Because a similar request for the
1Q10 low -flow discharge was received about the same time from Progress Energy, this low»
flow statistic is included on the attached shoot.
Low -flow characteristics were analyzed using streamflow records from a continuous -record
gaging station on the' French Broad River near Fletcher, operated since July 2001 and located
upstream at Secondary Road 1419 (station id 03447840, drainage area 640 m12). Because of
the short period of record at the Fletcher gage, low -flow analyses at this gage were completed
by correlation analyses using two other gaging stations having long periods of record (station
id's 03443000 and 03451500), Then, using the difference in drainage areas between the
request site and the Fletcher gage, low -flow characteristics at the request location were deter-
mined using the low -flow yields' (expressed as flow per square mile drainage area) at the
Fletcher gage. The,estimated 7Q10 discharge is 306 fols and is'lower than the estimate pro-
vided to you in an e-mail dated January 14, 2004.
Analyses of low -flow characteristics at all three gaging stations indicates a decreasing trend
in low -flow yields between the gages at Blantyre and Asheville. Between these two locations,
the river is affected by some diversions occurring in tributaries along with regulation by small
upstream reservoirs' and a power plant located about 8 miles upstream of Blantyre. The anal-
yses indicate that most of the decrease in low -flow yields occurs between the Blantyre and
•� Fletcher gages.
The table shown on the accompanying page summarizes the low -flow characteristics at the
gaging stations used in the analyses. As previously discussed in January, the French Broad
River downstream from Blantyre is affected by some regulation and diversions. The low -flow
discharge values are based on streamflow records available through September 2003, and the
associated low4low yields for each value is listed to provide insight in the changing low -flow
yields between the gages.
(919) 5n 4DW 0 FAX [phone]

iYla r, I0. LU I U I : 4yrivi IM Louo r. 'r
..
Ms, Susan A. Wilson Page 2
February 10, 2004
+rr
Low4law'charat"HoUce
0019)
8lation name
r—r2
e+
v
et
.err 03443M
F=& Brmd River at BI=V a
(Secondary Road 1503, Honda= CMV)
296•
3.3
197
(0."
375
(1,267)
252
(0.851)
316
(1.068)
03447687
French Broad River new Fletcher
640
17 '
297
613
397
515
(Secondary Road 1419, Buno=bo County)
(0.463)
(9,957)
(0.620)
(0.804)
03441500
Raub Broad River at Adhe me
945
2.2
425 •
933
563
720
(Secondary Road 1348, B=M*e County)
(0.450)
(0.882)
(0.596)
(0,762)
These data are preliminary and subject to revision pending approval for publication by the
Director of the L.S. Geological Survey, and are made available, through our cooperative pro-
gram' of water�resources investigations with the North Carolina Department of Environment
and Natural Resources.:
If you have any questions regarding this information, please contact us at [phone],
Enclosure
r
Sincerely,
. Curtis Weaver
hydrologist
r7

ma r, 14. LU I U I ; 4Yrm
iuo. L000 r,
REQUEST NO: 91623 SITE NO: � 1 DATE: 02/10/2004
SOURCE: DENR�} ACTION: ew . - ,
STATION NUMBER: 03447840 STATION TYPE: Unggg d (20)
STATION NAME: French Broad River at NC 280 near Mland. NC
LOCATION: At NC 280 (Lwg Skds bridW. and 2 miles west of Skvlsnd
LATITUDE: 3502815311 LONGITUDE: 8 ° 33'28"
QUANDRANGLE NAME AND NUMBER: S&„lsn_d MUM .
COUNTY CODE; klenderson r0891
STATE CODE: NC r371DISTRICT CODE: _ NC
HYDROLOGIC UNIT CODE: Q6010105
ENR BASIN CODE:
04-03-Q2
DRAINAGE AREA: 6 --a
Flow statistics as follows:
AVERAGE FLOW: Estimated using
2.70
ft3/sW2 1,780
ft3/s
see note
f, A l
ANNUAL 7Q10 MINIM[ m now:
0,4634
f 3/8/mi2 306
to!s
see note
r A
ANNUAL 30Q2 MINIMUM FLOW:
0.9670
ft3/w�mI2 631
fO/s
see note
r A
WINTER 7Q10 MINIMUM FLOW:
0.6198
fo/stmo 409
fe/s
see note
f A
ANNUAL 7Q2 MYNINUM FLOW:
0.8041
ft3/dnd2 531
fe/s
we note
A
OAR FLOW (specify); 1010
0,4258
fo/s&l2 282
fe/s
see note
A
NOTES:
[A] Estimate is based on records Collected at or yam the request site.
• US) Estimate is based entirely on runoff characteristics observed at nearby streams.
[C] Estimate based on procedures given in USES Water Supply Paper 2403'%ow-flow Characteristics
of Streams in North Carolina" (Giese and Masoxy 1993).
.,,. [D] Estimate based on procedures given in USGS Water Supply Paper 2403 and in conjunction with
streamflow records collected at or near the request site.
[E] See remarks.
These data are considered provisional and subject to revision pending approval by the Director, USGS.
REMA.R�'3:
• Low -flow estimates based on low -flow characteristics upstream gaging station 03447687 (French Broad
River new Fletcher) during July 2001 thmugh September 2003, 1Q10 flow requested by Progress Bnergy.
• Requested by Ms. Susan Wilson, N.C. Division of Waw Quality // Ms. Louise England, Progress Energy
ENTERED BY: XCW FEE CHARGED: $ _150
im

mar, io. [U1V I:gyrm ivo, Z000 r. o
r
United States Department of the Interior
. UA GEOLOGICAL SUP E"Y
3916 Sunset Ridge Road
Raleigh, North Carolina 27607
February 23, 2004
r
Ms, Louise England, Senior Environmental Specialist
Progress Energy - HIMBC
3932 New Hill - Woman Road
New MI), North Carolina 27562
Dear Ms. England:
Ln response to your request for low -mow data, the U.S. Geological Survey (USGS) does not have site -specific,
low -flow discharge data for French Broad diver at NC 280 near Skyland, NC (station id 03447840, drainage
area 660 m12), The low -flow characteristics that are provided on the attached sheet have been computed by
correlating the ruaoff characteristics of a nearby continuous -record gaging station upstream of the request site.
please note that the flow estimates do not specifically account for the presence of any diversions or regulation,
present or future, which may occur upstream of the request site. Because your request was received about the
same time as a similar request from the N-C, Division of Water Quality (DWQ), the low -flow statistics Cad -
mated for the DWQ are included on the attached sheet.
Low -flow characteristics were analyzed using streamflow records from a continuous -record gaging station on
the French Broad River near Pletcher,, operated since July 2001 and located upstream at Secondary Road 1419
(station id 03447840, drainage area 640 mi2). Because of the short period of record at the Pletcher gage, low -
flow analyses at this gage were completed by correlation analyses using two other gaging stations having long
periods.of record (station id's 03443000 and 03451500). Then, using the difference in drainage areas between
the request site and the Fletcher gage, low -flow characteristics at the request location were determined using
the Iow-flow yields (expressed as flow per square mile drainage area) at the Pletcher gage,. The estimated
1Q10 discharge is 282 63/s and is lower than the estimated 7Q10 discharge of 306 ft3ts.
Analyses of low -flow characteristics at all three gaging stations indicates a decreasing trend in low -flow yields
between the gages at Blantyre and Asheville. Between these two locations, the river is affected by some diver.,
sions occurring in tributaries along with regulation by small upstream reservoirs and a power plant located
about 8 miles upstream of Blantyre, The analyses indicate that most of the decrease in low -flow yields occurs
between the Blantyre and Fletcher gages.
A charge for accessing and processing information has been assessed to partWly onset these costs. Your
requested data and an invoice covering processing costs for these data are enclosed. Please forward the orig-
inal bill with your check to the U.S. Geological Survey,12201 Sunrise Valley Drive, MS 271, Reston, Virginia
20192.
These data are preliminary and subject to revision pending approval for publication by the Director of the U.S.
Geological Survey, and are made available through our cooperative program of water -resources investigations
with the North Carolina Department of Environment and Natural Resources.
If you have any questions regarding this information, please contact us at [phone].
Enclosures
F
Sincerely, ,
7. Curtis Weaves
Hydrologist
[phone] 1- FAX [phone]C

ma r, i U. Lu i u i ; �vrm ivo. Lvov r. t
REQU1ST NO: , 11623 SITE NO: _. 1 DATE: 02/1QQM
SOURCE:" '"U!EIiTR (DWOZ ACTION': ' -New _..� ..�.. _..
STATION NUb=R: 0344709 M STATION TYPE: Unpaged (20)
STATION NAME: F ich Broad River at NQ 280 near SWat�+d, NC,_
LOCATION: At UC 280 (=& Shoals bridge).. d-2 miles we_ is of Skyland
im LATITUDE: 35028'53" LONGITUDEs 82033'28"
QUANDRANGLE NAME AND NUMBER: SWWdd rF 8•NE]
COUNTY CODES Henderson _ r0891 STATE CODE: NC r371 DISTRICT CODE: _. Imo_
r371
MROLOGIC UNIT CODE; 0601010 ENR BASIN CODE: 04-03-02
im DRAINAGE AREA: 66Q 3mO
Flow statbtics as %cows;
AVERAGE FLOW; Estimated using
2,70
fe/s,&O12
1,780
Sys
see note
�--�
ANNUAL 7Q10 MINIMUM FLOW:
0.4634
fe/s/M12
306
ft3/s
see note
A
ANNUAL 30Q2 MINIMUM FLOW:
0,9570
f 3/s/Mi2
631
W/$
see note
L-A-J
WINTER 7Q10 MINIMUM FLOW:
0.6198
fo/wImI2
409
f0/$
see note
F A
ANNUAL 7Q2 MINIMUM FLOW:
0,8041
f 3ldW2
531
W/s
see note
[AI
OTHER FLOW (specify); _1010�
0,4258
i1t%/ mil
282
0/s
see note
Lam,
NOTES. -
[A] Estimate is based on records collected at or near the request site.
[01 Estimate is based entirely on runoff characteristics observed at nearby streams.
[C] Estimate based on procedures given in USGS Water Supply Paper 24031%ow-Sow Cbraracteristics
of Streams In North Carolina" (Giese and Nk5on,1993).
[D] Estimate based on procedures given in USGS Witter Sup* Paper 2403 and in conjunction with
stareatmflow records collected at or near the request site.
[E] See remarks.
These data are considered provisional and subject to revW011 pending approval by the Director, USGS.
REMARKS:
• Low -flow esd=tes based on low -flow characteristics upstream gaging station 03447687 (F=ch Broad
River near Fletcher) during July 2001 through September 2003. 1Q10 flow requested by Progress Energy.
• Requested by Ms. Susan Wilson, N.C. Division of Water Quality // Ms. Louise England, Progress Energy
ENTERED BY: JQW FEE CHARGED.- $ 150

Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0000396
Attachment 9
Proposed conceptual relocation route of outfall 001
im
W"

M
Proposed relocation of outfall 001
In order to facilitate enhancements to the 1964 ash pond dam, it will be necessary to relocate the
existing settling basin and discharge outfall 001. The Asheville Steam Electric Plant is located in close
proximity to the French Broad River but has limited access to the river because of Interstate 26. In order
to relocate outfall 001, it will be necessary to go north approximately 3000 feet to a point where existing
access under the Interstate is located. This proposed discharge location is on property owned by
Progress Energy. The entire span of property between the existing outfall and the proposed outfall is
rr
also owned by Progress Energy.
In addition to the current flows from the 1982 ash pond, a "new" flow will be added to the relocated
outfall. This flow will consists of stormwater and ground water seepage that currently flows into the
1964 ash pond. Historically, this flow has been allowed to evaporate and/or infiltrate. The
enhancements to the 1964 pond require that this water level be managed and maintained below a
certain elevation. Therefore, it may be necessary to periodically pump water from the 1964 ash pond to
the combined, relocated settling basin and outfall 001. A sample of the water from the 1964 ash pond
was taken as part of the preparation of this application. Results from that sampling analysis are
attached.
in

rrrr
aceAnalytical
MWw.pacels"com
April 23, 2010
Alto Ms. Crystal Diedrich
Progress Energy
200 CP&L Drive
Arden, NC 28704
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinoeyAve. Suite lo0
Huntersville, NC 28078
[phone]
WIN RE: Project: DUCK POND 04/12
Pace Project No.: 9267173
Dear Ms. Diedrich:
Enclosed are the analytical results for sample(s) received by the laboratory on April 12, 2010. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
INMicrobiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Lord Patton
0111111
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
s� without the written consent of Pace Analytical Services, Inc..
cao,
rr
Page 1 of 14

ac"Analytical
www.peostab&com
96
No
Project: DUCK POND 04/12
Pace Project No.: 9267173
0111111 Asheville Certification IDs
2225 Riverside Dr. Asheville, NC 28804
Connecticut Certification #: PH-0106
Virginia Certification #: 00072
Tennessee Certification M 2980
South Carolina Certification #: 99030001
South Carolina Bioassay Certification #: 99030002
Pennsylvania Certification #: 68-03578
North Carolina Wastewater Certification #: 40
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
North Carolina Drinking Water Certification #: 37712
North Carolina Bioassay Certification #: 9
New Jersey Certification* NC011
Massachusetts Certification #: M-NCO30
Louisiana/LELAP Certification #: 03095
Flodda/NELAP Certification #: E87648
West Virginia Certification #: 356
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
toThis
the written consent of Pace Analytical Services, Inc..
u/ll •lli/8�,\mil z
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 14

�Ia'neAnaocal
www.peodebs w"
im
do
Project: DUCK POND 04/12
Pace Project No.: 9267173
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytes
Lab ID Sample ID Method
Analysts
Reported
Laboratory
9267173001 DUCK POND EPA 200.7
JMW
11
PASI-A
do EPA 245.1
SHB
1
PASI-A
SM 5210B
JDA
1
PASI-A
40CFR PART 503
SAJ
1
PASI-A
w
EPA 351.2
EWS
1
PASI-A
EPA 353.2
JDA
1
PASI-A
EPA 365.1
JDA
1
PASI-A
SM 5220D
LEP
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
so without the written consent of Pace Analytical Services, Inc..
IJl -11�.1
ON
Page 3 of 14

aceAnal)ftal.
awwwwaleDa.wm
rrf,
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: DUCK POND 04/12
Pace Project No.: 9267173
ift
Sample: DUCK POND
Lab ID: 9267173001 Collected:
04/12/10 09:00
Received: 04/12/10 12:40 Matrix: Water
Parameters
Results Units Report Limit
DF
Prepared
Analyzed
CAS No.
Qual
MET ICP
Analytical Method: EPA 200.7 Preparation
Method: EPA 200.7
too200.7
Antimony
ND ug/L
10.0
2
04/15/10 17:00
04/19/10 12:28
7440-36-0
D3
Arsenic
ND ug/L
10.0
2
04/15/10 17:00
04/19/10 12:28
7440-38-2
D3
Beryllium
ND ug/L
2.0
2
04/15/10 17:00
04/19/10 12:28
7440-41-7
D3
do
Cadmium
ND ug/L
2.0
2
04/15/10 17:00
04/19/10 12:28
7440-43-9
D3
Chromium
ND ug/L
10.0
2
04/15/10 17:00
04/19/10 12:28
7440-47-3
D3
Lead
ND ug/L
10.0
2
04/15/10 17:00
04/19/10 12:28
7439-92-1
D3
Nickel
29.6 ug/L
10.0
2
04/15/10 17:00
04/19/10 12:28
7440-02-0
D3
do
Selenium
21.4 ug/L
20.0
2
04/15/10 17:00
04/19/10 12:28
7782-49-2
D3
Silver
ND ug/L
10.0
2
04/15/10 17:00
04/19/10 12:28
7440-22-4
D3
Thallium
ND ug/L
20.0
2
04/15/10 17:00
04/19/10 12:28
7440-28-0
D3
Zinc
37.6 ug/L
20.0
2
04/15/10 17:00
04/19/10 12:28
7440-66-6
D3
on
245.1 Mercury
Analytical Method: EPA 245.1 Preparation Method: EPA 245.1
Mercury
ND ug/L
0.20
1
04/16/10 10:55
04/16/1018:01
7439-97-6
ON
5210E BOD, 5 day
Analytical Method: SM 5210B
BOD, 5 day
ND mg/L
2.0
1
04/13/10 17:30
04/18/10 14:50
B2
Total Nitrogen Calculation
Analytical Method: 40CFR PART 503
ao
Nitrogen
0.73 mg/L
0.60
1
04/21/1015:25
7727-37-9
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2
so
Nitrogen, Kjeldahl, Total
0.66 mg/L
0.50
1
04/22/10 13:30
7727-37-9
353.2 Nitrogen, NO2/NO3 pros.
Analytical Method: EPA 353.2
Nitrogen, NO2 plus NO3
ND mg/L
0.10
1
04/19/10 11:28
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
ND mg/L
0.10
1
04/18/1011:33
7723-14-0
No
5220D COD
Analytical Method: SM 5220D
Chemical Oxygen Demand
ND mg/L
25.0
1
04/14/10 16:46
Date: 04/23/2010 03:48 PM
rrl
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 4 of 14
AWN

auaaftlytical
awwpecelliftcom
ill
AN
Project: DUCK POND 04/12
Pace Project No.: 9267173
An QC Batch: MPRP/6150
QC Batch Method: EPA 200.7
Associated Lab Samples: 9267173001
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 200.7
Analysis Description: 200.7 MET
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 429215
Matrix: Water
Associated Lab Samples:
9267173001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Antimony
ug/L
ND
5.0
04/16/1017:25
Arsenic
ug/L
ND
5.0
04/16/1017:25
Beryllium
ug/L
ND
1.0
04/16/1017:25
Cadmium
ug/L
ND
1.0
04/16/1017:25
Chromium
ug/L
ND
5.0
04/16/1017:25
Lead
ug/L
ND
5.0
04/16/1017:25
Nickel
ug/L
ND
5.0
04/16/1017:25
Selenium
ug/L
ND
10.0
04/16/1017:25
Silver
ug/L
ND
5.0
04/16/1017:25
Thallium
ug/L
ND
10.0
04/16/1017:25
rig
Zinc
ug/L
ND
10.0
04/16/1017:25
LABORATORY CONTROL SAMPLE:
429216
Spike
LCS
LCS %
Rec
Parameter
Units
Conc.
Result
% Rec Limits
Qualifiers
Antimony
ug/L
500
474
95
85-115
Arsenic
ug/L
500
480
96
85-115
rail
Beryllium
ug/L
500
496
99
85-115
Cadmium
ug/L
500
479
96
85-115
Chromium
ug/L
500
483
97
85-115
Lead
ug/L
500
486
97
85-115
fills
Nickel
ug/L
500
482
96
85-115
Selenium
ug/L
500
480
96
85-115
Silver
ug/L
250
224
90
85-115
Thallium
ug/L
500
468
94
85-115
rm
Zinc
ug/L
500
490
98
85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 429217
429218
lio
MS
MSD
9267053001
Spike
Spike
MS
MSD MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result % Rec % Rec
Limits
RPD Qual
sin
Antimony
ug/L
ND
500
500
491
488
97 97
70-130
1
Arsenic
ug/L
0.0080
500
500
510
507 100
100
70-130
1
mg/L
Beryllium
ug/L
ND
500
500
503
499 101
100
70-130
1
Sri
Cadmium
ug/L
0.0013
500
500
476
474
95 95
70-130
0
mg/L
Chromium
ug/L
0.034
500
500
519
514
97 96
70-130
1
mg/L
Lead
ug/L
0.034
500
500
511
506
95 94
70-130
1
NO
mg/L
Date: 04/23/2010 03:48 PM
REPORT OF LABORATORY ANALYSIS
Page 5 of 14
This report shall not be reproduced, except In full,
INSwithout the written consent of Pace Analytical Services, Inc
` s'
ON

aceAnaljftal
WW pecelakoom
ON
Project: DUCK POND 04/12
Pace Project No.: 9267173
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
AN rvl„I MIA Jrlrlt W MAltoll.->rlrlt LJW'LIUAIt: 4;Mel1
429218
MS
MSD
9267053001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
am Nickel
ug/L
0.53
500
500
1010
987
95
91
70-130
2
mg/L
Selenium
ug/L
ND
500
500
489
480
98
96
70-130
2
Silver
ug/L
ND
250
250
225
224
90
89
70-130
0
do Thallium
ug/L
ND
500
500
429
429
86
86
70-130
0
Zinc
ug/L
4.3
500
500
4790
4810
93
98
70-130
0
mg/L
SAMPLE DUPLICATE: 429219
Parameter
rr
Units
9266960001
Result
Dup
Result
RPD Qualifiers
Antimony
ug/L
87.5
90.0
3
Arsenic
ug/L
258
280
9
Beryllium
ug/L
26.4
28.5
8
Cadmium
ug/L
187
204
9
Chromium
ug/L
1310
1400
7
Lead
ug/L
3460
3500
1
Nickel
ug/L
1260
1380
9
Selenium
ug/L
193
195
1
Silver
ug/L
171
195
13
Thallium
ug/L
ND
28,6J
Zinc
ug/L
126000
138000
9
Date: 04/23/2010 03:48 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
WN without the written consent of Pace Analytical Services, Inc..
CCp,O
))) 3 . ♦yam
Page 6of14

am a Pace Analytical Services, Inc. Pace Analytical Services, Inc.
aceftlytical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Wmpaoataba.corn Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
aw
QUALITY CONTROL DATA
dIN
Project: DUCK POND 04112
Pace Project No.: 9267173
no
QC Batch: MERP/2765
Analysis Method: EPA 245.1
QC Batch Method: EPA 245.1
Analysis Description: 245.1 Mercury
Associated Lab Samples: 9267173001
arr
METHOD BLANK: 428949
Matrix: Water
Associated Lab Samples: 9267173001
Blank Reporting
ro
Parameter Units
Result Limit
Analyzed Qualifiers
Mercury ug/L
ND 0.20
04/16/10 21:21
,is
LABORATORY CONTROL SAMPLE: 428950
Spike LCS
LCS % Rec
Parameter Units
Conc. Result
% Rec Limits Qualifiers
add
Mercury ug/L
2.5 2.5
100 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 428951
428952
arr
MS MSD
9267110001
Spike Spike MS
MSD MS MSD % Rec
Parameter Units Result
Conc. Conc. Result
Result % Rec % Rec Limits RPD Qual
Mercury ug/L ND
2.5 2.5 ND
2.5 -2 97 70-130 MO
ss
SAMPLE DUPLICATE: 428953
9267173001 Dup
sr
Parameter Units
Result Result
RPD Qualifiers
Mercury ug/L
ND ND
rr
Date: 04/23/2010 03:48 PM
d0l
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 7 of 14

aceAnalytical
www.pooeiaba.00m
i1Yli
Am
Project: DUCK POND 04/12
Pace Project No.: 9267173
ON .av vaaN b vvG 1 / I4v".t
QC Batch Method: SM 5210B
Associated Lab Samples: 9267173001
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 5210B
Analysis Description: 5210B BOD, 5 day
ift METHOD BLANK: 428123 Matrix: Water
Associated Lab Samples: 9267173001
Blank Reporting
do Parameter Units Result Limit Analyzed Qualifiers
BOD, 5 day mg/L ND 2.0 04/18/10 14:50
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
etr LAt$UKAI UKY UUN I KUL 5AMNLL: 428124
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
do BOD, 5 day mg/L 198 174 88 84-115
SAMPLE DUPLICATE: 428137
rnrl 9267206001 Dup
Parameter Units Result Result RPD Qualifiers
BOD, 5 day mg/L 1370 1370 0
Wit
Date: 04/23/2010 03:48 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ouc,c
`4CyLia
Page 8 of 14
610

WA aceft ytical • Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kinsey Ave. Suite 100
www.pacelsbs.wn Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
do
QUALITY CONTROL DATA
orr
Project: DUCK POND 04/12
Pace Project No.: 9267173
NO
QC Batch: WETA/7196
Analysis Method:
EPA 351.2
QC Batch Method: EPA 351.2
Analysis Description:
351.2 TKN
Associated Lab Samples: 9267173001
am
METHOD BLANK: 431150
Matrix: Water
Associated Lab Samples: 9267173001
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
im
Nitrogen, Kjeldahl, Total
mg/L
ND 0.50 04/22/10 13:27
MIN
LABORATORY CONTROL SAMPLE:
431151
Spike LCS
LCS % Rec
Parameter
Units
Conc. Result
% Rec Limits Qualifiers
Kjeldahl, Total
mg/L
5 5.2
105 90-110
amNitrogen,
MATRIX SPIKE SAMPLE:
431152
so
9266978001 Spike
MS MS % Rec
Parameter
Units
Result Conc.
Result % Rec Limits Qualifiers
Nitrogen, Kjeldahl, Total
mg/L
6.0 5
9.7 74 90-110 MO
do
SAMPLE DUPLICATE: 431153
9267173001 Dup
Units
Result Result
RPD Qualifiers
IsmParameter
Nitrogen, Kjeldahl, Total
mg/L
0.66 1.6 82 R1
rw
Date: 04/23/2010 03:48 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc,.
ul ll• I�I�A�if1 s
Page 9 of 14
WA

ac"Analytical
Wmpecabbs.corn
all
Project: DUCK POND 04/12
Pace Project No.: 9267173
so W%,Ddiar VVLINtIdi
QC Batch Method: EPA 353.2
Associated Lab Samples: 9267173001
do METHOD BLANK: 430324
Associated Lab Samples: 9267173001
to Parameter Units
Nitrogen, NO2 plus NO3 mg/L
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 353.2
Analysis Description: 353.2 Nitrate + Nitrite, preserved
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.10 04/18/1010:32
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
of
LABORATORY CONTROL SAMPLE:
430325
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits
Qualifiers
Nitrogen, NO2 plus NO3
mg/L
5 5.1
102
90-110
MATRIX SPIKE SAMPLE:
430326
r
9266802001 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, NO2 plus NO3
mg/L
0.41 5
5.2
96
75-125
rri
MATRIX SPIKE SAMPLE:
430328
9267367005 Spike
MS
MS
% Rec
Parameter
Units
Result Conc.
Result
% Rec
Limits Qualifiers
Nitrogen, NO2 plus NO3
mg/L
7.6 5
11.7
81
75-125
SAMPLE DUPLICATE: 430327
9266805001 Dup
Parameter Units Result Result RPD Qualifiers
am Nitrogen, NO2 plus NO3 mg/L 0.46 0.46 2
SAMPLE DUPLICATE: 430329
rrl 9267367007 Dup
Parameter Units Result Result RPD Qualifiers
Nitrogen, NO2 plus NO3 mg/L ND ND
as
Date: 04/23/2010 03:48 PM
WIN
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
«o,
:/JrI�.LIa
Page 10 of 14
do

aceAnalytical
WW pecabbs.com
to
ter
Project: DUCK POND 04/12
Pace Project No.: 9267173
ro QC Batch: WETA17175
QC Batch Method: EPA 365.1
Associated Lab Samples: 9267173001
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: EPA 365.1
Analysis Description: 365.1 Phosphorus, Total
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Am METHOD BLANK: 429864 Matrix: Water
Associated Lab Samples: 9267173001
Blank Reporting
w Parameter Units Result Limit Analyzed Qualifiers
Phosphorus mg/L ND 0.10 04/18/1011:26
d0k LABORATORY CONTROL SAMPLE: 429865
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Was Phosphorus mg/L 1 1.0 101 90-110
MATRIX SPIKE SAMPLE:
429866
rrr
9267367015
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Phosphorus
mg/L
43.6
1
44.9
123
90-110 MO
r11f
MATRIX SPIKE SAMPLE:
429868
9266715001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Phosphorus
mg/L
3.2
1
5.1
194
90-110 MO
Wall
SAMPLE DUPLICATE: 429867
9266947001
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
av
Phosphorus
mg/L
3.4
3.4
0
SAMPLE DUPLICATE: 429869
ON
9267067001
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Phosphorus
mg/L
7.0
7.1
2
am
go
Date: 04/23/2010 03:48 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
4EC N M1CC09
n
J�o`/,� i
Page 11 of 14

•
aceAn Pical
Pace Analytical Services, Inc.
Pace Analytical Services, Inc.
2225 Riverside Dr.
9800 Kincey Ave. Suite 1o0
www.psoebbs.can
Asheville, NC 28804
Huntersville, NC 28078
[phone]
[phone]
QUALITY CONTROL DATA
Project: DUCK POND 04/12
Pace Project No.: 9267173
r r
QC Batch: WETA17144
Analysis Method: SM 5220D
QC Batch Method: SM 5220D
Analysis Description: 5220D COD
Associated Lab Samples: 9267173001
`IN
METHOD BLANK: 428014
Matrix: Water
Associated Lab Samples: 9267173001
Blank Reporting
No
Parameter
Units
Result Limit Analyzed Qualifiers
Chemical Oxygen Demand
mg/L
ND 25.0 04/14/10 16:46
AN
LABORATORY CONTROL SAMPLE:
428015
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
NO
Chemical Oxygen Demand
mg/L
750 716 95 90-110
MATRIX SPIKE SAMPLE:
428016
do
9266663008 Spike MS MS
% Rec
Parameter
Units
Result Conc. Result % Rec
Limits Qualifiers
Chemical Oxygen Demand
mg/L
70.0 750 804 98
75-125
will
MATRIX SPIKE SAMPLE:
428022
9266996001 Spike MS MS
% Rec
im
Parameter
Units
Result Conc. Result % Rec
Limits Qualifiers
Chemical Oxygen Demand
mg/L
179 750 890 95
75-125
to
SAMPLE DUPLICATE: 428021
9266750007 Dup
Parameter
Units
Result Result RPD Qualifiers
uw
Chemical Oxygen Demand
mg/L
600 596 1
SAMPLE DUPLICATE: 428023
rrl
9266758005 Dup
Parameter
Units
Result Result RPD Qualifiers
Chemical Oxygen Demand
mg/L
2630 2580 2
rtll
ift
Date: 04/23/2010 03:48 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 12 of 14
to

�n�J /+� Pace Analytical Services, Inc.
C011 ent K�I �Ol a 2225 Riverside Dr.
www.Paoslabloom Asheville, NC 28804
[phone]
sri
QUALIFIERS
Project: DUCK POND 04/12
Pace Project No.: 9267173
DEFINITIONS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 10o
Huntersville, NC 28078
[phone]
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes toAzobenzene.
Consistent with EPA guidelines, 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.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
U - Indicates the compound was analyzed for, but not detected.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
ANALYTE QUALIFIERS
B2 Oxygen usage is less than 2.0 for all dilutions set. The reported value is an estimated less than value and is calculated
for the dilution using the most amount of sample.
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
Mo Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
R1 RPD value was outside control limits.
Date: 04/23/2010 03:48 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
ttYl without the written consent of Pace Analytical Services, Inc..
000,o,
im
Page 13 of 14

OWN
/+ �/]a Pace Analytical Services, Inc. Pace Analytical Services, Inc.
Ve' Y alXka'® 2225 Riverside Dr, 9800 Kincey Ave. Suite 100
Wwwwwa ba.com Asheville, NC 28804 Huntersville, NC 28078
M [phone] [phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: DUCK POND 04/12
Pace Project No.: 9267173
Lab ID
Sample ID
P
CIC Batch Method
QC Batch
Analytical Method
Analytical
Batch
9267173001
DUCK POND
EPA200.7
MPRP/6150
EPA200.7
ICP/5675
9267173001
DUCK POND
EPA 245.1
MERP/2765
EPA 245.1
MERC/2731
9267173001
DUCK POND
SM 5210B
WET/12044
SM 5210B
WET/12085
9267173001
DUCK POND
40CFR PART 503
WET/12127
9267173001
DUCK POND
EPA 351.2
WETA/7196
9267173001
DUCK POND
EPA 353.2
WETA/7183
9267173001
DUCK POND
EPA 365.1
WETA17175
9267173001
DUCK POND
SM 5220D
WETA/7144
Date: 04/23/2010 03:48 PM
do
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
:111_lE�� a
Page 14 of 14