NC0000078_Permit (Issuance)_19950830

NPDES DOCUMENT SCANNING COVER SHEET
NC0000078
NPDES Permit:
Document
:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File
- Historical
Report
Speculative Limits
Instream Assessment (67b)
Environmental
Assessment (EA)
Permit
History
Document Date:
August 30, 1995
Thies document la printed on reuse paper - ignore any
content on the re z ers se elide

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Larry W. Nelson
P.H. Glatfelter Co.
One Ecusta Road
Pisgah Forest, North Carolina 28768
Dear Mr. Nelson:
LDEI-1N I
August 30, 1995
Subject: NPDES Permit Renewal
Permit No. NC0000078
Ecusta Division
Transylvania County
In accordance with your application for discharge permit received on February 20, 1995,
we are forwarding herewith the subject state - NPDES permit. This permit is issued pursuantyo
the requirements of North Carolina General Statute 143-215 .1 and the Memorandum'Rf
Agreement between North Carolina and the U.S. Environmental Protection Ageng dated
December 6, 1983. -rnv co
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P.H. Glatfelter submitted several comments on the draft NPDES permit in a law- da��'d
August 4, 1995. For your convenience, the following responses to these comments ared3rovi&led
in corresponding order and number to those submitted. cn r-
1.a. The extended aeration wastewater treatment system has been deleted from
the supplement to the cover sheet.
1 .b. The domestic sewage sludge conditions have been deleted from the permit.
The deletions correspond to those found in your previously issued NPDES
permit and address all of the eight items specifically listed in your
comments.
1.c. The Duty to Reapply language has been deleted as requested. This
modification corresponds to the deletion found in your previously issued
NPDES permit.
1.d. The Previous Permit language has been modified as requested by deleting
the bracketed sentences and editing the "to operate" language. The
modifications correspond to those found in your previously issued NPDES
permit and address the specific language indicated in your comments.
2. The cover sheet has been modified to include outfalls 002 and 003 which
discharge to the Davidson River.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NPDES Permit Renewal
' Permit No. NC0000078
August 30,1995
Page 2
3. The effluent guideline calculations provided in your comments are correct.
However, the BOD5 limits provided in both your previously issued permit
and this permit are water quality limited based upon a model of the
assimilative capacity of the receiving stream, not on effluent guideline
calculations. The model indicates that the receiving stream can not
assimilate a discharge from your facility at effluent guideline levels without
downstream violations of the water quality standard for dissolved oxygen.
Therefore, the monthly average limits applied to your facility are determined
to be those discharge levels that will not adversely affect the minimum
dissolved oxygen level downstream. Daily maximum limits were
determined by applying the effluent guideline daily maximum to monthly
average ratio of 2.0 to the modeled monthly average limits (i.e., the daily
maximum is double the monthly average). The monthly average and daily
maximum summer and winter BOD5 limits are unchanged from your
previously issued permit.
Please note that under the French Broad River Basin Plan, industrial
discharges to this river segment will require discharge limits to be modeled
under a Qua12E model using in -stream data. This model is more
sophisticated than the model used to determine your current permit limits
and should be performed upon the next permit renewal. This may affect
your future permit limits.
cn
4. Settleable solids monitoring is currently recommended for all discharges
with high total suspended solids limits, such as P.H. Glatfelter. Therefore,
the permit contains a requirement for monthly monitoring of settlea`$'le
solids. However, P.H. Glatfelter may apply for a permit modification 'h
respect to settleable solids at such time as 12 consecutive months of effluent
data indicate no significant water quality concerns. A long-term average
settleable solids volume of 5 ml/1 is acceptable.
5. P.H. Glatfelter requested that TSS and BOD monitoring frequencies remain
as in the previous permit and not be changed to comply with Class IV
frequency requirements. This request is based upon the extended residence
time in the treatment system and the "substantial burden" these monitoring
frequencies would impose upon the facility. There is a maximum seven day
holding period for TSS and the facility is not required to collect samples on
weekends. Therefore, the facility would not be required to have personnel
on -site during weekends to collect or analyze a TSS sample and no
substantial burden would be imposed by the daily monitoring requirement.
The maximum holding time for BOD samples is 24 hours. Since the facility
is not required to collect samples on weekends and laboratory staff are not
on hand then, the facility is capable of running a BOD test for monitoring
performed three times per week. A review of available DMR data indicated
that effluent BOD levels are relatively consistent. In addition, the extended
residence time in the treatment facility greatly reduces the potential for
unaccountable peaks in BOD levels. Therefore, the frequency for BOD
sampling has been changed to 3/week as requested.

• NPDES Permit Renewal
Permit No. NC0000078
August 30, 1995
Page 3
6. The definition of "daily" as every day a discharge occurs except weekends
and legal holidays has been added to the effluent limitations and monitoring
requirements pages.
If any parts, measurement frequencies or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611
-7447. Unless such demand is made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part II, E.4. addresses the requirements
to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit
that may be required.
If you have any questions concerning this permit, please contact Jeanettecgowal at
telephone number [phone], extension 537.
m
Sincerely,
cc: Central Files
Asheville Regional Office, Water Quality Section
Mr. Roosevelt Childress, EPA
Permits and Engineering Unit
Facilities Assessment Unit
Aquatic Survey and Toxicology Unit
Technical Assistance and Certification Group
Preston Howard, r., P. E. vr3

Permit No. NC0000078
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DMSION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management Commission,
and the Federal Water Pollution Control Act, as amended,
P.H. Glatfelter Company
is hereby authorized to discharge wastewater from a facility located at
Ecusta Division -- o
Ecusta Road —
Brevard `O
Transylvania County
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to receivingwaters designated as the French Broad River outfall 001) and the Davidson River (oalls
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002 and 003) in the French Broad River Basin
in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, and IV hereof.
This permit shall become effective October 1,1995.
This permit and the authorization to discharge shall expire at midnight on August 31, 2000.
Signed this day August 30, 1995.
A. Preston Howard, Jr., P.:I, Director
Division of Environmental anagement
By the Authority of the Environmental Management Commission

SUPPLEMENT TO PERMIT COVER SHEET
Ecusta Division of P.H. Glatfelter Company
is hereby authorized to:
Permit No. NC0000078
1. Continue the operation of an existing 27.5 MGD wastewater treatment facility (outfall 001)
consisting of a grit chamber, bar screens, influent pumps, primary clarifiers, aerated
stabilization basin and sludge dewatering facilities located off Ecusta Road south of U.S.
Highway 64/276 in Pisgah Forest, Transylvania County (See Part III of this Permit), and
2. Discharge from said treatment works (outfall 001) at the location specified on the attached
map into the French Broad River which is classified Class "C" waters in the French Broad
River Basin, and
3. Discharge non -contact cooling waters (outfall 002 and 003) into the Davidson River which i$5
classified Class "C" waters in the French Broad River Basin.
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A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - SUMMER (April 1- October 31) Permit No. NC0000078
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial
number 001 into the French Broad River. Such discharges shall be limited and monitored by the permittee as specified below:
Jffluent Characteristics
Discharge Limitations Monitoring Requirements
Jobs / Day Units (specify) Measurement Sample Sample
Mon. Avg. Daily Max. Mon. Avg. Daily Max. Frequency Type Locations
Flow 27.5 MGD Continuous Recording I or E
BOD5 4587 lb/day 91741b/day 20.0 mg/1 40.0 mg/1 3/Week Composite E
NH3-N Monthly Composite E
Total Suspended Solids 115851b/day 22448 lb/day Daily2 Composite E
Total Phosphorus (mg/1) Quarterly Composite E
Total Nitrogen (mg/I) Quarterly Composite E
Settleable Solids (m1/1) Monthly Grab E
Dioxin (µg/1) 3
Chronic Toxicity 4 Quarterly Grab E
Conductivity 5 Monthly Grab E,U,D
Dissolved Oxygen 5.6 Daily2 Grab E,U,D
Temperature 5.7 Daily2 Grab E,U,D
pH 8 Daily2 Grab E
Footnotes:
I Sample Locations: E - Effluent, U - Upstream of the outfall near river mile 192 at Barnett Bridge, D - Downstream of the outfall approximately 10.8
miles at river mile 180.8 at Etowah Bridge
2 Daily shall mean every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays.
3 See Part V.
4 Chronic Toxicity (Ceriodaphnia) P/F at 21%; January, April, July, October; See Part III, Condition G.
5 Upstream and downstream monitoring shall be conducted weekly from April through June, three times per week from July through October, and
monthly from November through March.
6 The dissolved oxygen shall not be less than 4.0 mg/l. Effluent monitoring shall be performed daily.
7 Temperature monitoring of the effluent shall be performed daily.
8 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM Ir5f5TfiARgAN TRACE AMOUNTS.
11 1l1 1 YLLLNaO A8 008b

A. (2). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - WINTER (November 1- March 31) Permit No. NC0000078
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial
number 001 into the French Broad River. Such discharges shall be limited and monitored by the permittee as specified below:
Fffluent Characteristics
Flow
BOD5
NH3-N
Total Suspended Solids
Total Phosphorus (mg/1)
Total Nitrogen (mg/1)
Settleable Solids (ml/1)
Dioxin (µg/l) 3
Chronic Toxicity 4
Conductivity 5
Dissolved Oxygen 5.6
Temperature 5,7
pH8
Discharge
Lbs / Day
Mon. Avg. Daily Max.
91741b/day 18348 ib/day
11585 lb/day 22448 lb/day
Limitations
Units
Mon. Avg.
27.5 MGD
40.0 mg/1
Monitoring Requirements
(specify) Measurement Sample Sample
Daily Max. Frequency Type Locationt
Continuous Recording I or E
Composite E
Composite E
Composite E
Composite E
Composite E
Grab E
80.0 mg/1
3/Week
Monthly
Daily2
Quarterly
Quarterly
Monthly
Quarterly
Monthly
Daily2
Daily2
Daily2
Grab E
Grab E,U,D
Grab E,U,D
Grab E,U,D
Grab E
Footnotes:
1 Sample Locations: E - Effluent, U - Upstream of the outfall near river mile 192 at Barnett Bridge, D - Downstream of the outfall approximately 10.8
miles at river mile 180.8 at Etowah Bridge
2 Daily shall mean every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays.
3 See Part V.
4 Chronic Toxicity (Ceriodaphnia) P/F at 21%; January, April, July, October; See Part III, Condition G.
5 Upstream and downstream monitoring shall be conducted weekly from April through June, three times per week from July through October, and
monthly from November through March.
6 The dissolved oxygen shall not be less than 4.0 mg/l. Effluent monitoring shall be performed daily.
7 Temperature monitoring of the effluent shall be performed daily.
8 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOB W tichl
ER THAN TRACE AMOUNTS.
S31U 1031N30 A8 00311

A. (3). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL Permit No. NC0000078
•
. . . . . . . . . . . . . . .
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge non -contact cooling
waters from outfall(s) serial number 002 and 003 into the Davidson River. Such discharges shall be limited and monitored by the permittee as specified
below:
Effluent Characteristics
Flow (MGD)
Temperature2
Total Residual Chlorine 3
pH a
Discharge
Lbs / Du
Mon. Avg. Daily Max.
Limitations
Units
Mon. Avg.
Monitoring Requirements
(specify) Measurement Sample
Daily Max. Frequency Type
Sample
Locations
Semi -Annually Estimate
Semi -Annually Grab
Semi -Annually Grab
Semi -Annually Grab .
E
E
E
E
THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE TREATMENT SYSTEM EXCEPT AS PRE -APPROVED ADDITIVES TO BIOCIDAL
COMPOUNDS.
THE PERMITTEE SHALL OBTAIN AUTHORIZATION FROM THE DIVISION OF ENVIRONMENTAL MANAGEMENT PRIOR TO UTILIZING ANY BIOCIDE IN THE
COOLING WATER (SEE PART III OF THIS PERMIT).
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
Footnotes:
1 Sample Locations: E - Effluent
2 The temperature of the effluent shall be such as not to cause an increase in the temperature of the receiving stream of more than 2.8°C and in no case
cause the ambient water temperature to exceed 29.0°C.
3 Total Residual Chlorine monitoring is required only if chlorine is added to the treatment system.
4 The pH shall not be less than 6.0 standard units nor greater than 9.0 stSda& ua$.
S3111 '1Vbi1N3I A8 003d

, , . Part III '
Permit No. NC0000078
Upon passing, this monthly test requirement will revert to quarterly in the months specified
above.
Should any test data from this monitoring requirement or tests performed by the North
Carolina Division of Environmental Management indicate potential impacts to the receiving
stream, this permit may be re -opened and modified to include alternate monitoring
requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as
minimum control organism survival and appropriate environmental controls, shall
constitute an invalid test and will require immediate retesting(within 30 days of initial
monitoring event). Failure to submit suitable test results will constitute noncompliance
with monitoring requirements.

• Partin
E. Biocide Condition
Permit No. NC0000078
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
Environmental Management. Such notification shall include completion of Biocide
Worksheet Form 101 and a map locating the discharge point and receiving stream.
F. Ammonia Nitrogen Condition
This permit shall be modified, or revoked and reissued to incorporate NH3 as N limitations
and monitoring requirements in the event monitoring conducted on the effluent indicate that
NH3 as N concentrations are greater than 4.0 mg/l.
G . CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (Quarterly)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures av
outlined in:
v
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carona m
Chronic Bioassay Procedure - Revised *September 1989) or subsequent versions. c,
The effluent concentration at which there may be no observable inhibition of reproduc ''on
or significant mortalityis 21 %defined as treatment two in the North Carolina pro re r-
docunt . The permit holder shallperform quarterlymonitoring using this procedure to
establish compliance with thepermit onditioThe first test will be performed after thirty N
days from the effective date f this permit during the months of January, April, July and
October. Effluent sampling for this testing shall be performed at the NPDES permitted
final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed,
using the parameter code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to
the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical
measurements performed in association with the toxicity tests, as well as all dose/response
data. Total residual chlorine of the effluent toxicity sample must be measured and reported
if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then
monthly monitoring will begin immediately until such time that a single test is passed.

Permit No. NC0000078
PART V
A. Dioxin Monitoring
All analysis must be performed using the appropriate method of analysis specified in
proposed EPA Method 1613, 56 Fed. Reg. 5090 (February 7, 1991), or another
equivalent analytical protocol appproved by DEM. The method detection limit shall
be considered to be 10 picograms per liter. A single sample may be analyzed.
Alternatively, a sample volume may be collected to enable the sample to be split
(duplicative analysis). If the analysis of either split sample is below the dection limit,
the quantity for purposes of evaluation, is considered to be zero. The dioxin isomer to
be monitored and limited by this permit is 2,3,4,8 TCDD. This paragraph supersedes
Part II.D.4 of this permit with respect to dioxin.
Fish tissue analysis will be performed, as a minimum, at one station established
upstream of the discharge and at two stations downstream in accordance with the
Division of Environmental Management approved monitoring plan. The monitoring
plan is an enforceable part of this permit. All dioxin data collected as part of this
monitoring requirement will be reported within three months after collection or within
two months of receipt by permittee of results from the analytical laboratory, which
ever is later.
The permittee shall perform fish tissue analyses for TCDD and TCDF annually. The
permittee shall also monitor influent to the wastewater treatment facility and primary
sludge from the wastewater treatment facility as required by the approved Novemigt
1991 Supplemental Monitoring Plan, which is an enforceable part of this perm
After the initial fish tissue analysis, the permittee may petition the Division fora
review of the annual requirement. If the data from annual fish tissue anals
indicates there are no dioxin concerns, an alternate schedule may be granted.
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Page 1
Note for Carla Sanderson
From: Jeanette Powell
Date: Fri, Aug 18, 1995 11:55 AM
Subject: Ecusta FYI
To: Carla Sanderson
I pulled the Ecusta DMRs and the TSS data doesn't look bad at all, but I've decided to leave
the settleable solids monitoring in the permit with the condition that they can file a permit mod
after one year if the data looks ok. If we're going to collect data on a consistent basis, we
might as well have some on "good" facilities as well as bad ones.
j
SCD4

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NPDES WASTE LOAD ALLOCATION
•
PERMIT NO.: NC0000078
PERMI'1'I EE NAME:
FACILITY NAME:
Ecusta Division of P. H. Glatefelter Company
Ecusta Division
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 27.5 MGD
Domestic (% of Flow):
Industrial (% of Flow): 100 %
Comments:
RECEIVING STREAM: the French Broad River
Class: C
Sub -Basin: 04-03-01
Reference USGS Quad: F8SW (please attach)
County: Transylvania
Regional Office: Asheville Regional Office
Previous Exp. Date: 08/31/95 Treatment Plant Class: IV
Classification changes within three miles:
no change within three miles
Requested by: 2 Jeanette Powell Date: 03/27/95
Prepared by: 4,, (f Date: 570 3 7,5
Reviewed by/ (// s' Ci, oltA.7)43-1... I Date: 51 a'7 f 5-C
'�Dc 1 /ZO_,�/
Modeler
Date Rec.
#
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3/27/ i.
807 rj
Drainage Area (mil ) .2.2 / Avg. Streamflow (cfs): 4 '7 O
7Q10 (cfs) / ' / Winter 7Q10 (cfs) "F9 e) 30Q2 (cfs)
Toxicity Limits: IWC 2/ % Acut
Instream Monitoring:
Parameters 4).
Upstream Y Location t!1- - a13�-
Downstream ! Location p RAIl go. - r1/4uki
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
°(`%fit' 7 �r/.P�.)j
�o%9/7g �`��/4.)
NI -I 3-N (mg/1)
.ti,ti—
.-i•-.,
D.O. (mg/1)
9
TSS (mg/1)
l/SAS gs/o(.�` 'w/
z grtimy (6iw)
18
F. Col. (/100 ml)
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pH (SU)
' 9
yesii7ri.,

PH Glatfelter
NC0000078
EFFLUENT GUIDELINE LIMITATIONS
Type of Product Produced
1000 Ibs/day produced- max
Effluent Guideline Reference
Fine Bleached Kraft
342.365
40 CFR 430, Subpart I
Wood Nonintegrated -Fine Papers
430.181
40 CFR 430, Subpart R
Nonintegrated -Lightweight Papers
469.100
40 CFR 430, Subpart X
Effluent Parameter
EPA Limitations in 40 CFR
(Ibs/1000 lbs of product)
Effluent Limits
(Ibs/ day)
Comments
Footnote
Daily Max
30 day avg.
Daily Max
30 day avg.
pH
5.0-9.0
5.0-9.0
5.0-9.0
5.0-9.0
BPT, 40 CFR 430
1
pH
5.0-9.0
5.0-9.0
Guideline Requirement
BOD5
10.60
5.50
3629.07
1883.01
BPT, 40 CFR 430.92
2
BOD5
8.20
4.25
3527.48
1828.27
BPT, 40 CFR 430.182
3
BOD5
24.10
13.20
11305.31
6192.12
BPT, 40 CFR 430.242
4
BOD5
18461.86
9903.40
Cumulative Total
TSS
22.15
11.90
7583.38
4074.14
BPT, 40 CFR 430.92
2
TSS
11.00
5.90
4731.99
2538.07
BPT, 40 CFR 430.182
3
TSS
21.60
10.60
10132.56
4972.46
BPT, 40 CFR 430.242
4
TSS
22447.94
11584.67
Cumulative Total
NOTES:
No chlorophenolic-containing biocides are used on site.
This facility is a continuous discharger.
FOOTNOTES:
1 The pH requirements are the same for all applicable guidelines herein.
2 There is no wet barking, log or chip washing, or log flumes or ponds on site.
3 Wood fiber furnish subdivision.
4 No electrical grade papers are produced on site.

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Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Request # 8279
Ecusta Div. of P.H. Glatefelter Co. - Ecusta Div.
NC0000078
Industrial - 100%
Existing
Renewal
French Broad River
C
040301
Transylvania
Asheville
Powell
3/27/95
F8SW
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
221
154
189
740
21
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of existing NPDES permit. Tech Support recommends renewal of
existing limits. Facility possibly interacts with Brevard WWTP. No DO violations in the French
Broad mainstem have been documented, however data does indicate that DO concentrations are
depressed below the Ecusta discharge. For the next basin plan, a field calibrated model will be
developed for the French Broad River from Brevard to Asheville.
Special Schedule Requirements and additional comments !�from Reviewers:
�
2 t11 R I ZQ Gh-�t A-�.L-.mac cY (�w� l U JC ! n. - ( V q .v "� - C-c-K P t(n]� 133
nrzC`(<Va4-n kR 5k[r1�Jv� oxrti
IN
3
Recommended by:
Reviewed by
Instream Assessment:
Regional . rvisor:
Permits : Engineering:
Date: 4/20/95
Date: 21 02 �3
Date: r: �
Date:
M AY 2 6 1995
RETURN TO TECHNICAL SUPPORT BY:

2
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Existing Limits
TOXICS/METALS/CONVENTIONAL PARAMETERS
Chronic Ceriodaphnia Qrtrly
21%
21%
JAN APR JUL OCT
Summer Winter Daily Max.
Wasteflow (MGD): 27.5 27.5
BOD5 (mg/1): 20 (4587 lbs/day) 40 (9174 lbs/day)
NH3-N (mg/1): monitor monitor
TSS (lbs/day): 11585 11585 22448
DO (mg/1): 4 4
pH (SU): 6-9
NH3-N (mg/1): monitor
Dioxin (ug/1) monitor
Conductivity monitor
Total Phosphorus (mg/1): monitor
Total Nitrogen (mg/1): monitor
FacLGti/ 0.166 has daily ota tAlki -F r 3oDs, hot anz f ; c�G�' N-h4.5
Recommended Limits
Wasteflow (MGD):
BOD5 (mg/1):
NH3-N (mg/I):
TSS (lbs/day):
DO (mg/1):
pH (SU):
NH3-N (mg/I):
Dioxin (ug/1)
Conductivity
Total Phosphorus (mg/1):
Total Nitrogen (mg/1):
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Other (onsite toxicity study, interaction, etc.)
Summer
27.5
20 (4587 lbs/day)
monitor
11585
4
6-9
monitor
monitor
monitor
monitor
monitor
rr10 tt&to v ►MDYutD ✓
Winter
27.5
40 (9174 lbs/day)
monitor
11585
4
Daily Max. WQ or EL
WQ
WQ
22448 (sum/win) EL
WQ
Parameter(s) Affected
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate
receiving water will be consumed. This may affect future water quality based effluent limitations for additional
dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

3
INSTREAM MONITORING REQUIREMENTS
Upstream Location: French Broad @ RM 192.1 -Barnett Bridge
Downstream Location: French Broad @ RM 180.8 -Etowah Bridge
Parameters: DO, Temperature, Conductivity
Special instream monitoring locations or monitoring frequencies:
weekly Apr. -Jun, 3/wk July - Oct, monthly Nov. -Mar.
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name ECUSTA Permit # NC0000078_ Pipe # 001 _
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is 21 % (defined as treatment two in the North Carolina procedure document). The permit holder shall
perform quarter(y monitoring using this procedure to establish compliance with the permit condition. The first
test will be performed after thirty days from the effective date of this permit during the months of
_JANAPR JUL OCT . Effluent sampling for this testing shall be performed at the NPDES permitted final
effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 154 cfs
Permitted Flow 27.5 _ MGD R . mmended by:
IWC 21 % h
Basin & Sub -basin FRB01 / h ,
Receiving Stream French Broad River
County Transylvania
Da7i 4/17/95
QCL P/F Version 9/91

ECUSTA JMN
FRENCH FROAD. RIVER 4/17/95
040301
Facility requesting renewal of existing NPDES permit. Facility is a manufacturer of
fine papers using the following processes: fme bleached kraft - 40 CFR 430.90, N.L
Lightweight Paper - 40 CFR 430.240, N.I. Fine Paper. - 40 CFR 430.180. Effluent
guidelines for BOD5 and TSS for this type of manufacturer are included with the WLA
however the existing limits given in the permit for BOD5 and TSS are water quality based.
Older Level B models for the system have a DO min. of 5.16 mg/1 downstream of Ecusta
outfall.
WLA last renewed in 1993 done by B. Johnson, these limits were given:
BOD5 = 20 mg/1 and 4587 lbs/day (summer)
40 mg/1 and 9174 lbs/day (winter)
TSS = 11585 lbs/day
NH3-N = monitor
DO = 4 mg/1
pH = 6-9 SU
Effluent monitoring for dioxin, total phosphorus, total nitrogen and conductivity.
Because this segment of French Broad has predicted DO levels in the 5 mg/1 range, no
changes or modification of the limits will be recommended this renewal period. Current
basin management plan for the French Broad states that field calibrated model will be
developed for the French Broad River form Brevard to Asheville. (See attached info on
models, etc.)
Review of instream data for the past three years shows no instream problems with DO,
lowest value reported downstream of discharge was 6 mg/1. Betsty had recommended that
downstream monitoring site should be moved upstream so as to be closer to the predicted
DO min. milepot. But problems with access to that segment of the French Broad.
No compliance violations, Ecusta has met all existing limits and monitoring requirements.
4/20/1995
*TSS - this is in error, the daily max. value should be 22448 lbs/day,
L22448/8.34/27.5 MGD = 97.9 mg/1).
the value of 11585 lbs/day. should be a mo. avg = (11585/8.34/27.5 MGD
= 50.5 mg/1) Both are Guideline based
*In letter dated 2/13/95 to D. Goodrich, Ecusta stated in item 3. on p.2 that
the company addressed the issued of chlorophenolics and stated that they
"are not presently using nor have we ever used nor do we plan on using
biocides that contained chlorophenolics" therefore monitoring for
trichlorophenols and pentachlorophenol on a weekly basis was not
necessary. This same statement had been given in a 1992 letter to the
Division and Betsy did not include those substances for monitoring in the
WLA completed in 4/93, however a monitoring statement was still placed in
the NPDES permit.

ECUSTA JMN
FRENCH FROAD RIVER 4/17/95
040301
* the existing summer winter limits for BODS are water quality based and
per Betsy should be renewed the same. The new guideline will not be
given. 9903 lbs/day/8.34/27.5 MGD = 43.1 mg/I *3 = 129 mg/I CBOD
violates the instream DO standard with a DO min of 3.98 mg/1

French Broad Level B models
Subbasin 04-03-02: French Broad River and tributaries
The French Broad River in subbasin -02 flows from the Davidson River to Sandymush Creek, a
distance of 54 miles. This area of the French Broad basin includes Asheville and
Hendersonville, the most densely populated area of the basin. There are many discharges.
A Level C model was developed for the reach between Ecusta and HWY 64 in 1980. Data from
this model were used to update our desktop model, the Level B. EPA conducted a reaeration
study for this reach of the French Broad in November 1993. The flow was near 7Q10
conditions; a revised Level C is planned for the next basin plan. In the meantime, the Level B
will continue to be used per our SOP.
A Level B model was developed for the French Broad River from the Brevard WWTP to the
Swannanoa River. This Level B model covers 47 miles from the Brevard WWTP (2.5 mgd) to
the Buncombe MSD (40 mgd) in Asheville. Ecusta (36 mgd) is by far the dominating discharge
in this reach at over 20% instream waste concentration. The other major in this subbasin,
Brevard, is over 10 times smaller than Ecusta. Level B modeling indicates that the DO standard
should be met unless flows above Ecusta fall below the 7Q10 due to withdrawals by Ecusta.
Since there are no known DO problems on the French Broad below Ecusta, this model will
continue to be used with the standard procedures to determine permit limits for oxygen
consuming wastes until a Level C model is calibrated for the area. A study plan for the French
Broad from Brevard to Asheville will be developed.
The DO minimum is 5.66 mg/1 at milepoint 4.5.
End DO = 7.77 mg/1
End CBOD = 6.14 mg/1
End NBOD = 2.54 mg/1
c13eb/1314s
17f12
If the Buncombe MSD is added at the end of the model, a DO sag to 6.6 mg/1 approximately 20
miles below the discharge is predicted. The waste is still not fully assimilated 30 miles below
the discharge point, CBOD = 14 mg/1 and NBOD = 6.9 mg/1.
• A Level B model for Gash Creek was run to the confluence with the French Broad River a
distance of 8 miles including 3 discharges, Nicholoson MHP (0.011 mgd), Etowah WWTP
(0.125 mgd), and Henderson Housing Authoirty (0.0033 mgd). Six other facilities have
gone off line. A DO sag to 5.5 mg/1 is predicted and the wastewater is not assimilated before
reaching the French Broad River. Benthos in Gash Creek was rated poor im 1987.
The DO minimum is 5.59 mg/1 at milepoint 0.38
End DO=6.83mg/1
End CBOD = 12.05 mg/1
End NBOD = 5.26 mg/1

C\bs = \,s1 (\s
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Brevard
Little River (mile 26.5) Bcusla
DA�1 mi2
QA=152 cfs
s7Q10--41 cfs - regulate; min release 2-14 c
Gash Creek (mile 34.3)
DA=1.26 mi2
QA=3.2 cfs
s7Q10=0.08 cfs
Mud Creek (mile 44.5)
DA=113mi2
QA=224 cfs
s7Q10=41 cfs
491 Cranston Printwo
Cane Creek (mile 46)
DA 53.1 mil
QA=125 cfs
s7Q1O=4.3 cfs
Swannanoa River (mile 62.2)
DA=133 mi2)
QA=163 cfs
s7Q1O=11.8 cfs
Silver Lire Plastics
19
20
21
22
23
24
-25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
el-
Davidson River (mile 22)
DA=47 mil
QA=150 cfs
s7Q10=28 cfs
*-Po.,s.Ltt jRiJKiT �S.c�.&- s S.(cs
G ka.:-.
Blantyre gage
Cu N,rw-�: C 601U ' c C ( 0 31.
Tv; - W ; n ti, tik "3 S
0 y k ' Boylston Creek (mile Pi-
(1)1-4
Z
0-1
GV
DA=
QA=
s7Q10=
Mills River (mile 43.9)
DA=73.8 mi2
QA=186 cfs
s7Q10=34 cfs
— 4S.`1 btu- -Rau.wOocl MI-19
51;. - *b- W;iss,
. 52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
s1- A 51,+t,.;.1ka_ s%c i / C ('
at yr C rt.4 5 Vr14(.,.; s * (
Skyland gage
Asheville gage
Buncombe MSD
)
Hominy Creek (mile 57.9)
DA=104 mi2
QA=104 cfs
s7Q10=27 cfs

SOC PRIORITY PROJECT: Yes No XX
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Jeanette Powell
DATE: April 18, 1995
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Transylvania
PERMIT NUMBER NC0000078
PART I - GENERAL INFORMATION
1. Facility and Address: Ecusta Division of P.H. Glatfelter
Mailing: One Ecusta Rd.
Brevard, North Carolina
2. Date of Investigation: March 2, 1995
3. Report Prepared By: Kerry S. Becker
4. Persons Contacted and Telephone Number:Robert J. Gussman
704-877-2347
5. Directions to Site: From the intersection of Hwys. 280, 64,
and 276 at Pisgah Forest, NC, travel on Hwy 280 approx. 0.2
mile to NCSR 1512 (Ecusta Rd.) on the left. The industry is
located on the left.
6. Discharge Point(s), List for all discharge points:
Latitude: Longitude:
Pipe 001 35° 15' 04"
Pipe 002 35° 15' 39"
Pipe 003 35° 15' 58"
82° 41' 32"
82° 42' 00"
82° 42' 02"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. F8 SE U.S.G.S. Quad Name Pisgah Forest
7. Site size and expansion area consistent with application?
_X_ Yes No If No, explain:
Page 1

8. Topography (relationship to flood plain included):Flat, located
within the Davidson River flood plain.
9. Location of nearest dwelling: >100 ft.
10. Receiving stream or affected surface waters:French Broad River
a. Classification: C
b. River Basin and Subbasin No.:04-03-03
c. Describe receiving stream features and pertinent downstream
uses: The French Broad River drains urban, rural, and
agricultural areas. Several wastewater treatment facilities
discharge into it and its tributaries prior to and after
Ecusta's outfalls. Below Ecusta, the river assumes a WS-III
classification at the mouth of Mud Creek. Fish and other
wildlife utilize the river for propagation and habitat. The
river is used routinely for fishing, rafting, and camping
activities.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted Pipe 001 27.5 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? Pipe 001 27.5 MGD
c. Actual treatment capacity of the current facility (current
design capacity 344 MGD; At 27.5 MGD, the facility is
capable of 12.5 days retention.
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
None
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The existing
facility consist of a grit chamber, bar screen, influent
pumps, primary clarifiers using either centrifuges or belt
press with chemical coagulation followed by aerated
stabilization basin. In the previous staff report, Ecusta
was listed as having a separate 0.110 MGD domestic plant.
This plant has been taken off line. All domestic wastewater
is comixed with the influent process water.
f. Please provide a description of proposed wastewater treatment
facilities:
g•
Possible toxic impacts to surface waters:Chlorine. Various
isomers of dioxin could be present although effluent testing
has indicated below detection levels for these compounds.
Page 2

h. Pretreatment Program (POTWs only): N/A
in development
should be required
approved
not needed
2. Residuals handling and utilization/disposal scheme: Primary sludge
dewatering facilities using either centrifuge or belt press with
chemical coagulation. Final disposal of primary sludge is in
Ecusta's private landfill located adjacent to the wastewater
stabilization lagoon. Ecusta also has a monofil landfill for the
disposal of ash. Drainage from these landfills is routed to the
aeration basins.
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet):
Class IV
4. SIC Codes (s) : 2621
Primary 18 Secondary 02
Main Treatment Unit Code:01002
*Sludge disposal in this case refers to sludge removed from the
primary clarifiers.
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? N/A
2. Special monitoring or limitations (including toxicity) requests:
N/A
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Submission of Plans and Specifications
Begin Construction
Complete Construction
Date
Page 3

area.
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: Discharge volume too great; insufficient land
Connection to Regional Sewer System: Town o Brevard is accessible,
but would be unable to accomodate 27.5 MGD.
Subsurface: Same as spray irrigation.
Other disposal options:
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
Dioxin has not been detected in Ecusta's influent, effluent, or landfill leachate
since monitoring first began and fish tissue analyses show the concentration of
dioxin to be dropping overall in fish in the French Broad River. The request to
modify dioxin monitoring to coincide with the 1991 supplemental monitoring plan is
reasonable. Fish tissue analysis for dioxin, however, should be continued on an
annual basis.
Instream monitoring for temperature and dissolved oxygen should remain as they are.
Monitoring data show that downstream temperatures average 0.6 to 1.0°C higher than
upstream temperatures during average stream flow years and 1.0 to 2.0° C higher
during periods of near 7Q10 flows. The maximum deviation allowed in DEM
regulations is 2.8° C. Should the river remain at low flow conditions for extended
periods of time, stream temperatures downstream of Ecusta could increase beyond
2.8° C.
Renewal of Ecusta's NPDES permit is recommended.
ter Quality Regional Supervisor
Page 4

custa a division of P. H. GLATFELTER CO.
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28788-0200
TELEPHONE [phone]
February 13, 1995
David A. Goodrich, Supervisor
Permits and Engineering
Division of Environmental Management/WQ Section
P. 0. Box 29535
Raleigh, NC 27626-0535
Dear Mr. Goodrich:
Subject: Renewal of NPDES Permit No. NC0000078
Transylvania County
0n August 31, 1995, the above subject permit for the Ecusta Division of P. H.
Glatfelter Company expires. In preparation for this, we are submitting this
renewal application. This application consists of this letter. requesting a
renewal of our existing NPDES permit, three copies of a completed and signed
standard form C, three copies of a recently completed priority pollutant
analysis, and a processing fee of $400.
In anticipation of this renewal, the following information is submitted:
1. There has been no significant change in our existing waste water treatment
facility as described in the supplement to the cover sheet of the current
permit.
2. Paper production levels to be used are those contained in our last three
NPDES permits. .Even though we have made a number of production changes in
the last few years, our capacity is currently constrained by the
marketplace. These production rates are defined as the annual off the.
machine production divided by the number of operating days duringthe year
and was determined for each of the separate facilities that discharge into
a common waste water system. They are based on past production practices,
marketing projections, committed growth, and utilization of our current
facility.

lEcusta
a dlvMston of P. H. GLATFELTER CO.
• PISOAH FOREST, NORTH CAROLINA 28768
The following production rates are related to specific manufacturing
processes:
Bleached Kraft
40 CFR 430.90I 342,365 pounds/day
N.I. Lightweight Papers
40 CFR 430.240X 469,100 pounds/day
N.I. Fine Papers
40 CFR 430.181R 430,181 pounds/day
3. Our current permit contains the requirement that trichlorophenols and
pentachlorophenol be monitored on a weekly basis if biocides containing
these compounds are used at this facility. We are not presently using,
nor have we ever used nor do we plan on using, any biocides containing
chlorophenolics.
4. Ecusta has been monitoring the temperature and dissolved oxygen level in
the French Broad River since the early 1950's. This monitoring is
conducted three times per week during the late fall, weekly during the
summer months, and once a month during the remaining part of the year.
This extensive database combined with the current monitoring that the
Division of Environmental Management is doing in various locations of the
French Broad River shows no unfavorable deviations from the dissolved
oxygen and temperature water quality criteria since this monitoring went
into effect in 1979. It is therefore requested that the dissolved oxygen
and temperature monitoring of the French Broad River be reduced to once a
week at both the upstream and downstream location during both the summer
and fall months and monthly during the remainder of the year from November
through March.
5. Part V of our current permit requires quarterly analysis of 2, 3, 7, 8 -
TCDD of the sludge landfill leachate and the final effluent, discharge
001. The attached summary of these results indicate that no 2, 3, 7, 8 -
TCDD has been found in our effluent since sampling started in 1991. Since
most of the production of this mill is made from purchased pulp, we are
very sensitive to the presence of TCDD or TCDF in this raw material. Our
pulp suppliers are required to submit regular analysis of the pulp that we
purchase from them. A summary of recent analysis for TCDD from these
suppliers is attached.
This extensive database leads to a request that this monitoring be reduced
to once every six months or made part of the supplemental monitoring plan
as described in Part V, Section B of our current permit. This plan would
trigger 2, 3, 7, 8 - TCDD monitoring only if a change of our process
occurs which could result in a potential discharge of 2, 3, 7, 8 - TCDD.
6. Part V, Section A of our current permit requires an annual fish tissue
analysis for dioxin. In the cover letter, copy attached, to our last
permit, Paragraph two specifies that "If the data from the annual fish
tissue analysis indicates there are no dioxin concerns, an alternative
monitoring schedule may be granted." Attached is the summary chart, Table
3-2, from the 1994 Fish Tissue Analysis Report to S. Tedder.

1
Mcusta
a dhrislon of P. H. GLATFELTER CO.
' PISGAH FOREST, NORTH CAROLINA 28768
These survey results indicate that the concentration of TCDD in fish
downstream of the mill has continued to decline since the first survey in
1989. This decline may be in response of changes in production processes
that have removed potential dioxin precursors from raw materials used in
our pulp and papermaking processes. On the other hand, these data do not
support the proposition that the Ecusta mill is a source of dioxin or
furan in the French Broad River. Accordingly, the decrease in
concentration of dioxin and furan may be unrelated to the mill's process
changes or purchased pulp quality because the mill may never have
contributed to the dioxin or furan level in fish.
Because of this, we request that the requirement for an annual fish tissue
survey be removed from this section and made a part of the supplemental
monitoring plan as outlined in Section B of part V. A detectable amount
of 2, 3, 7, 8 - TCDD in our effluent monitoring could also be used as a
"fish tissue survey" trigger.
I appreciate the opportunity to submit this information to you and to assure
you that we will do our utmost to assist you in developing a permit which
accomplishes our common objective of protecting our resources. I would be
pleased to meet either with you or any of your staff to discuss this matter at
a reasonable time to present such additional data as necessary to support our
position.
Sincerely,
Gus sman
Director, Environmental Affairs
RJG : f f
Attachments
CC: S. Tedder - Raleigh
C. N. Carter - Spring Grove

1st Quarter
2nd Quarter
3rd Quarter
4th Quarter
1991. ppq
Sludge
Landf it l
Leachate
ND (4.0)
ND (8.0)
ND (3.0)
ND (3.0)
( ) = detection limit
SUMMARY OF QUARTERLY ANALYSIS FOR
2.3.7.8 TCDD MONITORING AT PISGAH FOREST
1992. ppq
Sludge
Final Landfill Final
Effluent Leachate Effluent
ND (5.0) ND (1.0) ND (1.7)
ND (8.0) ND (0.5) ND (0.6)
ND (5.0) ND (7.6) ND (7.7)
ND (5.0) ND (2.7) ND (1.5)
All analysis by NCASI Method 551
1993. ppq
Sludge
Landfill
Leachate
ND (8.7)
ND (2.3)
ND (3.6)
ND (4.6)
1994. ppq
Sludge
Final Landfill Final
Effluent Leachate Effluent
ND (2.2) ND (2.0) ND (2.1)
ND (3.3) ND (2.7) ND (1.9)
ND (4.4) ND (0.9) ND (1.9)
ND (4.6) ND (3.6) ND (2.7)

SUMMARY OF 2, 3, 7, 8 - TCDD ANALYSIS OF PURCHASED PULP
USED AT PISGAH FOREST
Supplier 2, 3, 7, 8 - TCDD, ppt
Mead Aracruz ND (0.2)
Canadian Forest Products
Prince George
Intercon
Repap Industries
Skeena Cellulose
ND
ND
ND (0.1)
Fox Fiber ND (0.3)
Avenor
Dryden
Superior
STD (0.2)
ND (0.1)
Mississippi River ND (0.2)
Chesapeake
Oxy-Brite
ND (0.48)
Rio Doce
ENSECO ND (0.21)
STFI ND (0.10)
Buckeye Cellulose
Foley HPZ ND (0.9)
Champion Hinton ND (0.3)
Central National
Soporcel ND (0.01)
Weyerhaeuser
Prince Albert
Grande Prairie
( ) = Detection Limit
Individual analysis is available upon request.
RJG:dt
ND (0.2)
ND (0.07)

1 i. I c 1 h 1 t . i t I .._ 1 1 F.._.._..1 Q� tl _ I 8. I Ii 1 8 1 1 1 1 I 1 1 1
TABLE 3-2 COMPARISON OF 1989 THROUGH 1994 FISH TISSUE SURVEY RESULTS
Species
Station 1
Brown trout
Rock bass
Northern hogsucker
Redbreast sunfish
Black redhorse
Bluegill sunfish
River chub
Station 2
Redbreast sunfish
Largemouth bass
Flat bullhead
Brown trout
Muskellunge
Rock bass
Black redhorse
Black redhorse
Northern hogsucker
Northern hogsucker
Black crappie
Bluegill sunfish
White crappie
Fillet/
Whole Body, 1989
F
F
F
F
F
F
F
F
F
F
F
F
F
F
WB
WB
F
F
F
F
n/a
n/a
n/a
n/a
n/a
n/a
n/a
1.03
0.98
2.70
20.9
2.85
n/a
n/a
3.98
4.45
n/a
nia
nia
n/a
2,3,7,8-TCDD Concentration (ppt)
1990 1991 1992 1993
ND(0.10) ND(0.19)
N D(0.10)/6.4a ND(0.08)
ND(0.10) ND(0.10)
n/a ND(0.08)
n/a ND(0.12)
n/a n/a
n/a nia
0.64
0.61
1.8
n/a
n/a
0.38
n/a
n/a
n/a
n/a
n/a
n/a
n/a
0.24
ND(0.15)
ND(0.35)
n/a
n/a
n/a
ND(0.17)
n/a
n/a
n/a
ND(0.20)
n/a
n/a
n/a n/a
NDIND(0.04)a ND(0.3)
ND(0.05) ND(0.3)
n/a ND(0.4)
ND(0.05) ND(0.3)
0.04 n/a
n/a n/a
n/a ND(0.20)
ND(0.08) ND(0.18)
n/a n/a
n/a n/a
n/a n/a
n/a ND(0.2)
ND(0.07) ND(0.1)
n/a n/a
nia n/a
ND(0.09) ND(0.3)
n/a n/a
ND(0.09) n/a
0.08 n/a
1994
n/a
ND(0.2)
ND(0.13)
ND(0.1)
ND(0.1)
n/a
ND(0.1)
ND(0.1)
ND(0.2)
n/a
n/a
n/a
ND(0.1)
0.15
n/a
n/a
ND(0.2)
n/a
n/a
n/a

I 1 L► t.
c ..._.. i c._._. a ...E ... 1 I._..... ! �._....�
e.._...�0 !.._...: 1...I i._.....i .. 1 1 1 1 .3 1. 1
TABLE 3-2 COMPARISON OF 1989 THROUGH 1994 FISH TISSUE SURVEY RESULTS (Continued)
Fillet/
Species Whole Body 1989
Station 3
Redbreast sunfish
I3luegill sunfish
Rock bass
Fiat bullhead
Smallmouth bass
Yellow bullhead
Black redhorse
Black redhorse
Largemouth bass
Northern hogsucker
F
F
F
F
F
F
WB
F
F
F
0.38
0.30
0.27
1.30
0.96
n/a
2.56/1.50a
nia
n/a
n/a
2,3,718—TCDD Concentration (ppt)
1990 1991 1992 _ 1993
0.87
1.3
0.6
1.1
n/a
8.9
n/a
n/a
n/a
nia
ND(0.16)
n/a
ND(0.16)
n/a
n/a
n/a
n/a
ND(0.16)
ND(0.22)
ND(0.17)
0.30/0.06a
ND(0.06)
n/a
n/a
nia
n/a
n/a
0.10
n/a
0.09
ND(0.1)
n/a
ND(0.4)
n/a
n/a
n/a
nia
ND(0.2)
ND(0.2)
ND(0.2)
1994
ND(0.09)
n/a
ND(0.07)
n/a
n/a
nia
n/a
ND(0.1)
ND(0.2)
ND(0.08)
Notes: n/a = not applicable
ND = Not Detected (detection limit in parentheses)
a = two separate composites

N. C. DEPT. OF NATURAL RESOURCES AND COMMUNITY DEV.
EtIVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C — MANUFACTURING AND COMMERCV AI.
►OR AGENCY USE
6ittll,
SECTION I. APPLICANT AND FACILITY DESCRIPTION
Unless otherwise specified on this form all Items are to be Complsted. If an Item Is eot applicable Indicate INA.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOO'CLET AS INVICIPMED. agriEn TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. tat Name of Applicant
(fee Instructions)
2. Mailing Address of A_ ppiicant
(see instructions)
Number & Street
City
State
Zip Code
3. Applicant's Authorised Agent
pee Instructions)
Name and Title
Number & Street Address
City
State
Zip Code
Telephone
4. Previous Application
If a previous application for a
National or Federal discharge per-
mit has been made, give the date
of application. Use numeric
designation for date.
•
=10:1a
lWA •
iosd
loss
10aa
103e
1034
Please Print or Type
Ecusta-Division, P. H. Glatfelter Company
One Ecusta Road'
Pisgah Forest
North Carolina
28768
Robert J. Gussman
Director, Environmental Affairs
One Ecusta Road
Pisgah Forest
North Carolina
1* 28768
IOW
104
704 877-2347
Ana Number
Code
92 12 1
YR MO DAY
1 certify that 1 am familiar with the information contained In this appllcatlon and that to the best of my knowledge and belief such Information
Is true. complete, and accurate.
L. W. ,Nelson
14.1
Printed Name of Person Signing .,4
Mill Manager
Tltis
95 2 13
YR MO DAY
10tf
Signs re of Applicant or Authorized Agent Date Application Signed
Worth Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
or other document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or vbo falsifies, tampers with,
or knosdy renders inaccurate any recording or monitoring device or method required to be
operated cr maintained under Article 21 or regulations of the Environmental Management Conmissic
implementing that Article, shall be guilty of a misdemeanor bpunishable by a fine not to exceed,
$10,00r), or by imprisonment not to exceed six months, or by both. (18 D.S.C. Section 1001 provi�
a punishment by a fine of mot more than $10,000 or imprisonment not more than 5 years, br both,
for a similar offense.)

S. Peettltr/Activity Owe instructions)
Give the RAM.. ownership. and ,.
physical Ios:atIon of the plant or
Other operating facility where do-
. Char s(s) does or will Occur.
Name
• Owner$ni0 (Public. Private or
both Public and Private) •
Check btotk if Federal Fa[lltty
and give GSA Inventory Control •. •
lumber
Ligation
Street ♦ Number
City
County
Efate
1. Mature of Dullness State the
nature of the business conducted
at the plant or oporaNhg facility.
7. Facility lobka Water (see instruc-
tions) Indicate water Intake volume
der day by sources. Estimate
Oversee volume par Clay In thousand
goUons per ear.
Munk:Mal or private water system
Surface water
groundwater
Other"
Total Item 7
e lf Mere is Intake water from
'Other; epmClty the source.
. p. ty Wear Use Estimate
'pew volume per day In thousand
palling pet May for the following
types of water WIMP at the facility.
fps Intttvctions)
Wedeceeltaet coolie, water
boiler feed water •
Props wallet (Including contact
Swaths wear)
$awttlry water
Qtlnar'
Total lessen 1
elf there ins dlacharpes to
*Other; speeny.
ff there Is 'Sanitary' water Yee. pre
the number of .eoOre Mr►ed.
1llos
1f11S
lest
11111
MPS'
INf
leis
1•111
IKa
10:a
1•7s
1971 ,
/•7e
1171
I$7a
107f
/1Ma
IWO
1108
Med
Nee
-5
FOn AO(MCY usE1
•
•
Ecusta Division of P. H. Glat_feer,_,•_..
p Pue Pity O e.*
0 FED
Ecusta Road
Pisgah Forest
Transylvania
North Carolina
Manufacturer of PinP Pnrere
AGENCY USE
29,000
29.000
thousand potions Mr ay
thousand lotions toff day
thousand WHOM per My
tIIMISs nCl /1M0rts per May
thousand potions Mr ahoy
1.500
9nn
26,500
,101101e14 tie 0 Mal►
thovsand StWOna per say
mans nd Olio a tiler day
100 fhaula_d palions feu Say
t-axgew OWN rot May
29,000
Mslllaawl Olen Me day
1,700
tasplarva •
• 1-2

POR AGENCY USE
•
9. All Facility Discharges ar+e other
Leases; Number end DbChB rye tt.e•e
instructions) Volume Spe:I'y the
number of discharge points and the
volume of waist dis.chirged or
loci from the facility acco'd'ng to
the categories below. Estimate
average volume per day in thousind
4allons per day.
Suriece Water "na1
Sanitry wastewater transport tp,ti1
tysturn F ; `w
Storm water transport system 4fci
Combined sanitary and storm ..
water transport system to t1
Surface Impoundment with no
• effluent 49e1
Underground percolation • 109f1
Well Injection 10141
Watts acceptance term 1E4'111.
Evaporation 10*11
Consumption 101)1.
Other* 1 M Ir1
Facility discharges and volume
Total Item 9.
•If there are discharges to 'other.'
specify.
1c1{
10•111111
•r �.
Number of
D eChar9e
Points
3
3
Total Volume Used
or Dls.charped.
Thousand Gal/Day
29,000
29,000
10. Permits. Licenses and Applications
List all existing, pending or denied permits, licenses and applications related to discharges from this facility (see InstructionS).
1.
2.
2.
Issuing Agency
For Agency Use
Type of Permit
or License
ID Number
Date
Filed
Yq/MO/DA
Date
Issued
YR/MO/DA
Date
Denied
YR/MO/DA
Expiration
Date
YR/MO/OA
• :. ts)
•
..(b)
• (c) .
. .tc) ••
t<t)
(1) • •
. gl. .
-
-
..:tlz)
195/08/31..
Qs /n7/n1 ,
-
NCDEHR
NPDES
AIR
NC0000078
I3644!UO
92112/1
I
94/09/01
94 /01 /n5
NCDEHR
•
• •
NCDEHR
,
'
WASTE
88-01
I
92/03/09
-
NCDEHR
WASTE
88-03 J
-
-
NCDEHR
.1STORM
WATER
COCNCG120
15
93/06/25 _
-
97/08/31
NCDEHR
STORM
WATER
COCNCG120
14 193/06/25
- �97/08/31
,
11. Maps and Drawings
Attach all required maps and drawings to the back of th11 a:.plicatlon.(ste lnstructlont)
12. Additional Information
;�il 12
Item Number
information .•
9 .
Quantity of water evaporated from process is unknown
but is expected to be less than 1.0 mgd.

Non -Contact
Cooling i Tater
1.5 mgd
ir
Discharge
No. 003
Davidson
River
Discharge
No. 002
Davidson
River
SCHEMATIC OF WATER FLOW
Davidson River
29 mgd
Process Water Boiler Feed Water
26.5 mgd 0.9 mgd
Process Wastewater
Treatment Plant
Discharge No. 001
French Broad River
Potable Water
0. l 00 mgd

•
•
!.. ' % -.' ;V q 2 2161 ' "I $ pat i '150.'7.- ('‘i•L\-„,i,%. f 1 ilfilf
Ii
7
: ,,.ump Caro
• �: • !I•
:.
GAH.r• ,
• •)
/ .!
A • ,
�• • ,�
F•O•r.R
• i•• • 1 t
•
•
o
•
1
s
•
�. - •'y %d
DAVIDiON RIVER •%I,'
1ktCEM , - •) _
?JOCK
DUNNS,
r -•
Copied from U. S. Department of the Interior Geological Survey North Carolina Pisgah Fores
Quadrangle (193-SW) and North Carolina - South Carolina Brevard Quadrangle (194-NW). t
Scale: 1" = 2000'
Mile
191
LOCATION MAP

1
,G4,
Fil-k--"--t,.
\NI c))/,-1,
_
7%1� Sz np-',‘•__;.... ki.! ' •-s4.‹.
1��
r^i /\.-k
-an 3Oau(• (\
41 r•
34?
1 and edited by Tennessee Valle Authorit ��VA �tvistori of
Y y P Neil-ATFELrE.sz
ed by the Geological Survey
►y NOSiNOAA 1 Icr; S nrf TWA
NC0000o75
G
to.
Discharge Point 003
' 13rerfrd -'•
1 f ate, %'•.: .
rp to ti UM .1 56 .
2109•.
Yrant9I4nia Community
Hospita�tt vOn
A
--Pisgah 1' oresVi•
t•�l
$ -
FE T 1 42'30" ".. 1 •
344 ROSMAN 11 MI.
a 1 „off
tip t tt PUS.
A
ater filtration
plant.
Pumping«
station �
Mile •?!1
••;. 192-M11
(i,\
llUNNS !A
�
-. •
'111‘.;../
1°NVILLE •
a
346 'BREVARD 194-MW)
4454 11 NW
SCALE 1:24 000.
0
- I'.IUI•n
341

STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION II. BASIC DISCHARGE DESCRIPTION
FOR AGENCY USE
Complete this section for each discharge indicated in
is to surface waters. This includes
systems in which the wastewater does not go through Section reatment works p for to being d s harged to surface waters.aDiscto municipal
harges to wells rges must
be described where there are also discharges to surface waters from this facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. Alt values for an existing discharge should be reprr
sentative of the twelve previous months of operation. • If this is a proposed discharge, values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER
TO BOOKLET BEFORE FIt LING OUT THESE ITEMS.
1. Discharge Serial No. and Name
a. Discharge Serial No. 201a 00 I
(see lostralctions)
b. Discharge Name
Give name of discharge, if any.
(see instructions)
r:. Previous Discharge Serial No.
If previous permit application
was mane for this discharge (see
Item 4. Section 1), provide previ-
ous disc Iartie serial number.
2_ Discharge Operating Oates
a. Discharge Began Date 1f the
discharge described below is in
operation. give the date (within
best estimate) the discharge
began.
b. Discharge to Begin Date If the
discharge has never occurred but
is planned for some future data,
give the date (within best esti-
mate) the discharge will begin.
C. Discharge to End Oate If dis-
charge is scheduled In be discon-
tinued within the next 5 years.
give the date (within best esti-
mate) the dISCharge will end.
3. Engineering Report Available
t:treck rt an engineering report IS
available to reviewing agency upon
request. (s"c instructions)
4. Discharge Location Name the
political boundaries within which
the point of discharge is located.
State
County
tit applicable) City or rows
S. Discharge Point Description
Discharge is into (check one):
(see instructions)
Stream (includes ditches. arroyos.
and other intermittent watercourses)
Lake
Ocean
Municipal Sanitary wastewater
Transport System
Municipal Combined Sanitary and
Storm transport System
201 b
201c
202s
202b
202c
203
204a
204b
204c
205a
Wastewater Treatment Plant Effluent
_001
76 04
YR MO
NA
YR MO
NA
YR MO
North Carolina
Transylvania
®STR
❑LKE
❑OCE
MIS
FMCS
204d
204a
204f .
Agency Use

DISCHARGE SERIAL NUMBER
001
Municipal Storm Water Transport
System
Well (Injection)
Other
If 'other' is checked. specify
G. Discharge Point — Lat/Long Give
the precise location of the point
Of discharge to the nearest second.
Latitude
Longitude
7. Discharge Receiving Water Name
Name the waterway at -the point
Of discharge.(see instructions)
1t the discharge is through an out -
fall that extends beyond the shore-
line or is below the mean low
water line. complete Item 8.
2000:
•
204a
20t12
207*
207b
$. Offshore Discharge
a. Discharge Distance from Shore 202a
b. Discharge Depth Below Water
Surface 20$b
9. Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge is con- 2094
tenuous or intermittent.
(see instructions)
b. Discharge Occurrence Days per
Week Enter the average num- 20ib
ber of days per week (during
periods of discharge) this dis-
charge occurs.
C. Discharge Occurrence —Months i
If this discharge normally
operates (either intermittently.
or continuously) on Less than
a year -around basis (excluding
shutdowns tor routine mainte-
nance), check the months dur-
ing the year when the discharge ,
is operating. (see instructions)
omplete Items 10 and 11 if "Inter-
♦ittent" is checked in Item 9.a.
)therwise. proceed to Item 12.
0. Intermittent Discharge Quantsty
State the average volume per dis-
charge occurrence .n thousands or
gallons.
11. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Duration
Per Day State the average
number or hours per day Inc
discharge .s operating-
h. Intermittent Discharge
Frequency State the average
number of discharge occur-
rences per day during days
when discharging,
12. Maximum Flow Period Give the
time period in which the maximum
rtow of this dncna►ge occurs.
❑ STS
❑ WEL
❑OTH
3.5 OEG 15 MIN 06 SEC
82 DEG 41 MIN 33_SEC
French Broad River
For Agency Use
Major
Minor
Sub
201t
NA feet
NA _Feet
® (con) Continuous
0 (int) Intermittent
.Zdays per week
200a agJAN � ( FEB IN MAR [ APR
OMAN) JUN
L� al JUL (5AUG
®SEP al OCT al NOV 121DEC
210
211a
21tb
FOR AGENCY USE
For Agency Use
303e
thousand gallons per discharge occurrence.
hours per day
discharge occurrences per day
212 F►om JAN to DEC
month me h

DISCHARGE SERIAL NUMBER
001
13. Activity Description Give a
narrative description of activity
producing this dlscharge.(see
Instructions)
.13
14. Activity Causing Discharge For
each SIC Code which describes
the activity causing this discharge.
supply the type and maximum
amount of either the raw material
consumed (Item 14a) or the product
produced (item 14b) in the units
specified in Table 1 of the Instruc-
tion Booklet. For SIC Codes not
listed in 'fable I. use raw material
or production units normally used
for measuring production.(see
instructions)
a. Raw Materials
SIC Code
2144 (1)
Elsa Manufacturer of fine papers using the
FOR AGENCY usE1
Name
(2)
following processes:
IF
Fine Bleached kraft - 40 CFR 430.90
N.I. Lightweight Paper - 40 CFR 430.240
N.I. Fine Paper - 40 CFR 430.180
Maximum Unit Shared Discharges
Amount/Day (See Table 1) (Serial Number)
(3)
(4)
b. Products
21
SIC Code
Name
Maximum Unit
Amount/Day (See Tabi
Shared Discharges
(1)_ _...__
t )r_—.—,
(3)
(4)
-
- 0I
See Paragraph 4
of attached letter
to
D. A. -Goodrich
dated February
13, 1995
11-3

1S. Waste Abatement
J. Waite Abatement Practices
(Ascribe th.; waste abatement
feartire% hue e in. this discharge
with a brief narrative. (sec
Instructions)
b. Waste Abatement Codes
Using the codes listed in Table
11 of the Instruction Booklet.
describe the waste abatement
processes for this discharge in
the order .n which they
.1 hus.rble.
215a
215b
DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE
n
Narrative:
A process wastewater treatment facility. _
consisting of a grit chamhery._bat._screen,influent
pumps, primary clarifiers using chemical flocculents,
a sludge dewatering facility using either centrifuies
or a belt press with chemical coagulation followed
by a 1211 day aerated stabilization basin.
(1)
(4)
(7)
(10)
(13)
(16)
(19)
(22)
(25)
PSCREF
CCOAGU
BAERAT
(2)
(5)
(8)
(11)
(14)
(17)
(20)
(23)
PSEDIM
SCENTR
BPOLIS
CFLOCC
SOTHER

•
•
DISCHARGE SERIAL NUMBER
001
i
I
FOR AGENCY USE
�6�lflii{
IS. Wastewater Characteristics
Check the box beside each constituent which is present M the effluent (dlsch$roe water). This determination is to be based on actual analysis
•r best estimate.(
Parameter1.
016
si
Parameter
Int
Color
00080 •
X
Cop
X
Ammonia
00610
1
Iron
X 01045
Organic nitrogen
00605
X T Lead
1
Nitrate
00620
Magnesium
00927
,
Nitrite
00615
Manzanese
Phosphorus
00665
X
Mercury
71900
X
Sulfate
00945
Molybdenum
01062
Sulfide
00745
Nickel
01067
,
Sulfite
00740
Selenium
01147
,
Bromide
71870
Silver
01077
,
Chtoride
00940
X
Potassium
00937
_.
Cyanide
00720
Sodium
00929
6-
Fluoride
00951
Thallium
01059
Aluminum
01105
X
Titanium
01152
Antimony
01097
X
Tin
01102
Arsenic
01002
Zinc
01092
X
Beryllium
01012
Algicides'
74051
Barium
01007
X
Chlorinated organic compounds'
74052
X
Boron
01022
'
Pesticides'
74053
Cadmium
01027
Oil and grove
00550
Calcium
00916
Phenols .
32730
Cobalt
01037
Surfactants
38260
Chromium
01034
X
Chlorine
50060
Fecal coliform bacteria
74055
Radioactivity'
74050
'Specify substances, compounds and/or elements in Item 26.
Pesticides (insecticides. fungicides, and rodenticides) must be reported in terms of the acceptable common
names specified in Acceptabk Common Names and Chemical Names for the Ingredient Statement on
Pesticide Labels, 2nd Edition, Environmental Protection Agency, Washington, D.C. 20250, June 1972, as
required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal insecticide,
Fungicide, and Rodenticide Act.
11-5

DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE I
1 1 1 1 1 1 1 1
17. Osscdp os et Intake and Witham
For such of the parameters listed below. enter in the appropriate box the value or cods letter answer called fo►.(see Instructions)
In addition, enter the parameter name and code and all required values for any of the following aramstsrs If they were checked In (tern 16:
lmmonla, cyanide, aluminum. arsenic. beryllium. cadmium, chrorrllum, copper. lead. mercury. nickel, selenium, zinc, phenols. oil and grease.
and chlorins (residual).
Parameter and Code
WOK
Influent
Effluent
4'
a
(3)
e
(6)
ape
Gallons per day
00056
27.5
PH
Units
00400
8.6-9.1
23.6
x
8.6
31.3
CONT
6.98
8.49
5/W
Z60 G
Temperature (winter)
°6
74026
5.1
14.0
6.3
20.2
5/W
52 G
_ Temperature (sumuner)
°6
74025
11.7
24.0
16.7
28.8
5/W
L03 G
Biochemical Oxygen Demand
(BOD 5410 Summer '
Winter
00310
9.63
3.55
19.68
3/W
3/W
l03
52
24
24
Chemical Oxygen Demand (COD) •
00340
Total Suspended (nonfiltetable)
Solids
MO
00530
Specific Conductance
microm_ hos/cm at 25' C
00095
Settleable Matter (residue)
00545
19.4
1.00
66.0
4/W
08 24
•Other di charges sharing intake flow (serial numbers).(see instructions)
11-6

17. PlCont•d.)
Parameter and Code
Ittat4
ylpinum (01104)
:Copyer .(01042)
ug
477 (01092)
Amnia as N (00610)
Gpgroform (74052)
Mercury (71900)
DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE
Influent
Effluent
423
(4)
393
454
< 8
< 2
14
0.054
<10
70
0..32
11.9
<.04
28
<0.1
9.2
<0.2
112
1.20
14.5
0.6
1/Y
1/Y
1%Y
12/Y
1/Y
1/Y
66
z<
(7)
2
2
24
24
2 124
12 '24
2
2
24
24
Chromium (01034)
< 34
< 5
63.0
1/Y
2
24
IS. Plant Controls Check If the fol-
lowing plant controls are available
for this discharge.
Alternate power source for major
pumping facility.
Alarm or emergency procedure for
power or equipment failure
Complete item 19 1f discharge Is
from cooling and/or steam water
generation and water treatment
additives ore used.
19. Water Treatment Additives If the
discharge Is treated with any con-
ditioner. inhibitor. or alglcide.
answer the following:
a. Name of Materlal(s)
b. Name and address of manu-
facturer
C. Quantity (pounds added per
million gallons of water treated).
•
1I.7

OISCHARGE SERIAL NUMBER
• 001
d. Chemical composition of these
additives (see instructions).
[2,
Complete items 20-25 If there is a thermal discharge
(e.g.. associated with a steam and/or power generation
plant. steel mill. petroleum refinery, or any other
manufacturing process) and the total discharge flow Is
10 million gallons per day or more. (see Instructions)
20. Thermal Olscharye Source Check
the appropriate Items) indicating
the source of the discharge. (see
(nstnictlons)
Boller Slowdown
Boller Chemical Cleaning
Ash Pond Overflow
Bolter Water Treatment — Evapora-
tor Slowdown
011 or Coal Fired Plants — Effluent
from Air Pollution Control Devices
Condense Cooling Water
Cooling Tower Slowdown
Manufacturing Process
Other
21. Discharge/Receiving Water Temper-
ature Difference
. Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
(see Instructions)
Summer
Winter
22. Discharge Temperature. Rate of
Change Per Hour
Give the maximum possible rate of
temperature change per hour of
• discharge under operating con-
ditions. (see instructions)
23. Water Temperature. Percentile
Report (Frequency of Occurrence)
In the table below, enter the
temperature which Is exceeded 10%
of the year, 5% of the year, 1% of
the year and not at all (maximum
yearly temperature). (see Instructions)
Frequency of occurrence
a. Intake Water Temperature
(Subject to natural changes)
b. Discharge Water Temperature
24. Water Intake Velocity
(see instructions)
25. Retention Time Give the length of
time. in minutes. from start of
water temperature risk to discharge
of cooling water. (see Instructions)
FOR AGENCY USE ' -
❑ BLBO
❑ BCCL
❑ APOF
❑ EPSO
❑ OC FP
❑ CON D
❑ CTBD
MFPR
❑ OTH R
°F.
oF.
°F./hour
10%
5%
1%
Maximum
°F•
°F
°F
°F
°F_ °F
°F
°F
feet/sec.
,minutes
II-8

•
DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE
26. Additional Information
224
Item
Information
17(217a)
All results are from analysis conducted during 12 month period prior
to January 3, 1995.
16(216) Chlorinated organic compounds - results from this analysis
contained in 17(217a).
11-9

•r
N. C. DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
APPLICATION NUMBER
DISCHARGE SERIAL NUMBER
• REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
001
. •
Parameter
(Code)
_ SD)
Untreated .
Intake Water •
(Daily Average)
In -Plant Treated
Intake Water
(Daily Average)
Daily
Average
E
a
w
x
Maximum
Value
Frequency of
Analysis •
a
1y
c
a
.41) :
"..: p:(Z)
• (3) . :a -
:,, ..- {4) ..
.(4) . ^ '
.=+.r::A6)• ..•.r )-
(8)
REMARKS:
1 certify that 1 am familiar with the Information contained In this report and that to the
best of my knowledge and belief such information Is true, complete and accurate.
February 13, 1995
.
L. W. Nelson
T
I J , al..40--,,,
Date Form Completed
._ Name of Authorized Agent
Signature

•
•
•
•
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
•
SECTION II. BASIC DISCHARGE DESCRIPTION
Complete this section for each desehar
Systems in which the wastewater d 9e indicated in Section 1. Item 9• that is to surface waters. This includes discharges to municipal sewerag
•des not go through a treatment works prior to being discharged to surface waters. Discharges
to ls must
be described where there are also discharges to surface waters from this facility.
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY.
All values for an existing discharge should be rem,DESCRIPTIONS OF nACH OISCHARGIE ARE
tiefttative of the twelve previous months of operation. If this is a proposed discharge. values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS • 1NOtCATED. REFER
TO BOOKLET BEFORE Flt LING OUT THESE ITEMS.
1.. Discharge Serial No. and Name
a: Discharge Serial No.
(see instructions)
b. Discharge Name
• Give name of discharge. 11 any.
(see instructions)
c. Previous Discharge Serial No.
If preyeners permit aoolitation
«as mane for this discharge (see
Item 4. Section f)• provide previ-
ous dm starve serial number.
2. - Discharge Operating Dates
a. Discharge Began Date 1f the
discharge described below is in
operation. give the date (within
best estimate) the discharge
began.
b. Discharge to Begin Date If the
discharge has never occurred but
is planned for some future dato,
give the date (within best esti-
mate) the discharge wilt begin.
c. Discharge to End Date If des -
Charge is scheduled to be discon-
tinued within the next 5 years.
give the dale (within best esti-
mate) ttw diSeharye well end.
3. Engineering Report Available
l.lecCk .1 ace engineering report IS
available to reviewing agency upon
request. (s••e instructions)
4. Discharge Location Name the
political boundaries within which
the point of discharge es located.
State
County
(if applicable) City or rowel
S. Discharge Point Description
Dlischarge is into (check one):
(see instructions)
Stream iinciudes ditches, arroyos.
and other intermittent watercourses)
Lake
Ocean
Municipal Sanitary Wastewater
Transport System
. 201a
201p
201c
202a
2021;
202c
202
204a
204b
204c
203a
002
North Ditch
002
38
YR MO
YR MO
NA
V R MU
North Carolina
Transylvania
_ Pisgah Forest
[STR
❑LKE
❑OCE
❑MTS
•
FOR AGENCY USE
2044
204a
204f .
Agency Use
Municipal Combined Sanitary and
Storm transport System
❑MCS

01bCHARGE SERIAL NUMBER
002
Municipal Storm Water Transport
System
❑ STS
Well (Inlectlon)
Q WEL
Other
❑OTH
If 'other' is checked, specify
i. Discharge Point — tat/Long Give
• the precise location of the point
. of discharge to the nearest second.
Latitude
7.
Longitude
Discharge Receiving Water Name
Name the waterway at the point
of discharge.(see instructions)
It the discharge is through an out-
ran that extends beyond the shore-
line or is below the mean low
water line, complete Item 8.
•
• •
204s 35 DEG 1 MIN 17
SEC
2046 82 DEG 42 MIN 04
SEC
°�' Davidson River
207b:
For Agency Use
Major
Minor
Sub
11. Offshore Discharge
a. Discharge Distance from Shore
2011a NA reef
b. Discharge Oepth Below Water
Surface
20tb
S. Discharge Type and Occurrence
a. Type of Discharge Check
Whether the discharge is con-
tinuous or intermittent. toss [(con) Continuous
(see instructions)
• 0 (int) Intermittent
NA feet
b. Discharge Occurrence Days per
Week Enter the average num-
ber or days per week (during
periods of discharge) this dis•
Charge occurs.
C. Discharge Occurrence —Months
if this discharge normally
operates (either intermittently.
Or Continuously) on less than
a year -around basis (excluding
Shutdowns tor routine mainte-
nance). check the months dur-
ing the year when the discharge
is operating. (see instructions)
omplete items 10 and 11 if "Inter-
sitten!" is checked in Item 9.a.
)therwik. proceed to Item 12.
0. Intermittent Discharge Quantity
State Inc average volume per dos -
Charge occurrence on thousands of
gallons.
11. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Ourat,on
Per Day State the average
number or hours per day Inc
discharge is OPerahne.
b. Intermittent Discharge
Frequency State the average
number or d'SCharee occur-
rences der day during days
when diSChareme
12. Maximum Flow P"r.od rive the
time period .n whoch the maximum
•IOw or this discharge occurs.
20$b ,days per week
20111 OJAN IgFEB ID MAR
g] APR
tMAY EIJUN t]JUL El AUG
OSEP ®OCT D NOV DOEC
210
211a
NA
For Agency Use
303e
thousand gallons per discharge occurrence.
NA hours per day
2t1b NA dischar
90 occurrences per day
212 From Feb t0 June
—��
month month
FOR AGENCY USE

•
C. •
•
•
•
13. Activity Description Give a
narrative description of activity
• Producing this discharge.(see
instructions)
14. Activity Causing Discharge For
each SIC Code which describes
the activity causing this discharge,
supply the type and maximum
amount of either the raw material
Consumed (Item 14a) or the product
produced (Item 14b) in the units
specified in Table 1 of the instruc-
tion Booklet. Fo► SIC Codes not
listed in Table 1. use raw material
or production units normally used
for measuring productlon.(see
instructions)
a. Raw Materials
'SIC Code
2144 (1)
213a
Name Amount/Day (See Table 1)
DISCHARGE SERIAL NUMBER
002
FOR AGENCY USE
This discharge receives noncontact cooling water
_,.generated during the manufacture of fine papers
and storm water.
.See Discharge 001
(2)
Maximum Unit
(3)
(4)
Shared Discharges
(Serial Number)
b. Products
SIC Code
214a - (0
Name
(2)
Maximum Unit' Shared Discharges
Amount/Day (See Table 1)
(Scrim Number)
tsl
(3)
(4)
11-3
•

1S. Waste Abatement
4. Waste Abatement Practices
(.!scribe th.: waste abatement
1Nar.t.te% WWI 'it. this discharge
with .. brief narrative. (sec
InStnectionS)
b. Waste Abatement Codes
Using the codes listed in Table
II of the Instruction booklet.
describe the waste abatement
prr.CcSSCs for Ohs discharge in
the ruder .n which llery muter
.1 'movable.
215s
DISCHARGE SERIAL NUMBER
002
Narrative:-.----..
No treatment
FOR AGENCY USE
n
215b (1) None • (2) • (3)
(4) • (5) (6) .
(7) (8) • (9) •
(10) • (11) (1-'1 --- .
(!3) (14) • (15) .
` (16) • (17) . (18)
(19) . (20) . (21)
(22) • (23) (24)
(25 )'

4. • A .
DISCHARGE SERIAL NUMBER
002
16. Wastewater Characteristics
FOR AGENCY USE
Check the box beside each constituent which Is present In the effluent (discharge water). This determination Is to be based on actual analysis
or best estlmate.(see instructions)
Parameter
:216'
Color
00080
Ammonia
00610 ;
Organic nitrogen
00605
Nitrate
00620
Nitrite
00615
u
u
a
Parameter
_.2Y6.
a
_. _.. Copper - -
01042
Iron
01045
Lead
01051
Phosphorus
00665
Sulfate
00945
Sulfide
t10745
Sulfite
00740
Bromide
71870
Chloride
00940
Cyanide
00720
Fluoride
00951
Aluminum
01105
Antimony
01097
Arsenic
01002
ticryllium
01012
Barium
01007
Boron
01022
Cadmium
01027
Magnesium
00Q27 _--
Manganese
01055 •-
Mercury
71900
Molybdenum
01062
Nickel
01067
Selenium
01147
Silver
01077
Potassium
00937
Sodium
00929
Thallium
01059
Titanium
01152
Tin
01102
Zinc
01092
Algicides•
74051
Chlorinated organic compounds*
74052
Pesticides'
74053
Calcium
00916
Cobalt
01037
Chromium
01034
Fecal conform bacteria
74055
Oil and grease
00550
Phenols .
32730
Surfactants
38260
Chlorine
50060
Radioactivity•
74050
*Specify substances, compounds and/or elements in Item 26.
Pesticides (incecticides, fungicides, and rodenticides) must be reported in terms of the acccptahle common
naives specified in Acceptable Common Names and Chemical Names for the Ingredient Statement on
Pesticide Labels. 2nd F.dition, Environmental Protection Agency, Washington. D.
C. 20250. Jun1
requued by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Inse ticide 72' as
Fungicide, and Rodentictde Act.

DISCHARGE SERIAL NUMBER
0C2
17. Description of Intake and Discharge
FOR AGEHGY USE
For each of the parameters listed below, enter In the appropriate box the value or code letter answer called for.(see ■■■
In addition. enter the parameter name and code and all required values for an of Me following'1 ye were
checks
ammonia. cyanide. aluminum. arsenic. beryllium, cadmium. chromium. copper. lead. mercury. nickel.selen um zinc. p checked In dean a
Ns
and chlorine (residual). phenol; oil and grease.
Influent
Parameter and Code
DAC
Flow*
Gallons per day
00656 50050
PH
Units
00400
•
1,50 0.75
0.60
Effluent*
(5)
1.50
1/w 52
4'
c.
E•
a
y
(8)
Temperature (wiper)
740a8- 74026
Temperature (summer)
e
7- 74025
8.6-9.I
6.5
7.8 •
1/w 52
6.1 14.8
10 18 1/w 52
Biochemical Oxygen Demand
(BOD 5-day)
mg/l
00310
Chemical Oxygen Demand (COD) •
mg/I
00340
Total Suspended (nonfilterable)
Solids
mg/(
00330
Specific Conductance
mtcromhos/cm at 25° C
00095
Settleable Matter (residue)
ml/1
00545
14.4 22.3
13
26.5
1/w 52
*Other discharges sharing intake flow (serial numbers).(see instructions)
*Values are based on Engineering Estimates and representative of past analysis.
No analysis conducted during 12 previous months.
II-6

•
. •
17. (Cont•d.)
Parameter and Code
tot
11. Plant Controls Check If the fol-
lowing plant controls are available
for this discharge.
Alternate power source for major
pumping facility.
Alarm or emergency procedure for
power or equipment failure
• Complete item 19 If discharge Is
from cooling and/or steam water
generation and water treatment
additives are used.
19. Water Treatment Additives 1f the
discharge is treated with any con-
ditioner. Inhibitor. or alglclde.
answer the following;
a. Name of M aterial(s)
b. Name and address of menu•
facture.,
C- Quinf'tY (pounds added per
million gallons of water treated).
• •ti
•
.
•
fy
219a
21fb
2111c
DISCHARGE SERIAL NUMBER
002
Influent
u ae
E.4 > o a
Ebs
AC
0 E x • u
wcQ
(2) (3) (4)
APS
0 ALM
None
NA
NA
FOR AGENCY USE
Effluent

d. Chemical composition of these
additives (see Instructions).
��t.+Y:� is
Complete Items 20-25 If there is a thermal discharge
(e.g.. associated with a steam and/or power generation
plant, steel mill. petroleum refinery. or any other
manufacturing process) and the total discharge flow is
10 million gallons per day or more. (see instructions)
20. Thermal Discharge Source Check
the appropriate item(s) indicating
the source of the discharge. (see
Instructions) •
Boller Slowdown
Boiler Chemical Cleaning
Ash Pond Overflow
Boller Water Treatment — Evapora-
tor Slowdown
Oil or Coal Fired Plants — Effluent
from Air Pollution Control Devices
Condense Cooling Water
Cooling Tower Slowdown
Manufacturing Process
Other
21. Clschargs/Receiving Water Temper-
ature Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
Summer (see instructions)
Winter
22. Discharge Temperature. Rate of
Change Per Hour
Give the maximum possible rate of
temperature change per hour of
discharge under operating con-
ditions. (see instructions)
23. Water Temperature. Percentile
Report (Frequency of Occurrence)
In the table below. enter the
temperature which Is exceeded 10%
of the year. 5% of the year. 1% of
the year and not at all (maximum
yearly temperature). (see Instructions)
Frequency of occurrence
a. Intake Water Temperature
(Subject to natural changes)
b. Discharge Water Temperature
24. Water intake Velocity
(see Instructions)
25. Retention Time Give the length of
time. In minutes. from start of
water temperature rlsb to discharge
of cooling water. (see Instructions)
DISCHARGE SERIAL NUMBER
002
NA
FOR AGENCY USE I. •
Nct applicabl9
❑ sum
❑ BCCL
❑ APOF
❑ EPBO
❑ OCFP
❑ COW)
❑ CTBO
MFPR
DOTHR
oF.
°F.
°F./hour
10%
5%
1%
Maximum
OF
OF
OF
of
°F k
of
of
of
feet/sec.
minutes
II-8

DISCHARGE SERIAL NuM8ER
26. Additional Information
Item
17E2)
parkin: lots, :rassed areas, etc.
. •17(3,4,5, .
6,7, & 8) 'Previous NPDES permits for this discharge have ex
tensive
resulted i�..._,-.
monitoring. Monitored parameters included H temperature, BOD ,
coliform, CCDacute toxicit tests total su 5 s�enled solids, etc.
The quality of the discharge from this outfal1has not changed except
for flow rate in the last 10 years.
002
Information
Raw water treatment: flocculation, rapid sand filtrationa
, H ad'ustm
and contact chlorination. A —�---'�' nt
Approximately 507 or up to 0.75 mgd of the
influent to this discharge is made u. of noncontac t cooling water.
The remainder is made u of storm water run off from roadways,
FOR AGENCY USE
a.
II-9

•
N. C. DEPARTMENT OF NATURAL RESOURCES & COM+MUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COI*IISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
APPLICATION NUMBER
DISCHARGE SERIAL NUMBER 002
• ' REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
•
•
Parameter •
(Code)
— �ki3 j):
Untreated .
Intake Water •
(Daily Average)
In -Plant Treated
Intake Water
(Daily Average)
a..
G II <
Minimum
Value
"
as m
2 >
Frequency of
Analysis
Number of
Analyses
S,unrle Type
; yy(�
i-?.
y�
.YN•,x.(2 .,
� ) .Y
z
.`y{ ) •
�� j. }
.0 �'.' ,•fY.(8)
NA
1
•
•
REMARKS:
1 certify that 1 am familiar with the information Contained In this report and that to the
best of my knowledge and belief such Information Is true, Complete and accurate.
Februar 13, 1995
L. W. Nelsonid
.411401.--s
Date Form Completed
Name of Authorized Agent
• Signature

t
•
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION II. BASIC DISCHARGE DESCRIPTION
Complete this section for each dsschar9e indicated in Section I. Item 9, that is to surface waters. 1 tiis includes discharges to municipal
Systems in which the wastewater does not go through a treatment works prior to being discharged to surface waters. Discharges to welsewerac
ls must
be described where there are also discharges to surface waters from this facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE RE
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. All values for an existing discharge should
sentative of the twelve previous months of operation.• If this is a proposed discharge.ARE
values should reflect best engineering estimates.• be repo
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER
TO BOOKLET BEFORE Fit LING OUT THESE ITEMS.
1. Discharge Serial No. and Name
a. Discharge Serial No. 201a nr,�
(see instructions) -�:•�
b. Discharge Name
Give name of discharge, if any.
(see instructions)
S. Previous Osscharge Sena, No.
It previews permit application
*at mane for this discharge (see
Merit 4. yr:ctron 1), prnvrde previ-
aut dist tsarist scowl number.
2. Discharge Operating Dates
a. Discharge Began Oate 1f the
discharge describes below is in
operation. give the date (within
best estimate) the discharge
began. .
b. Discharge to Begin Date 11 the
discharge has never occurred but
is planned for some future dater
give the date (within best esti-
• mate) the discharge will begin.
C. Discharge to End Date If dis-
charge is scheduled to be discon-
tinued within the next 5 years.
give the date (within best esti-
mate) the discharge will end.
3. Engineering Report Available
Chock it an engineering report is
available to reviewing agency upnii
request. (pm instructions)
4. Discharge Location Name the
political boundaries within which
the point of discharge is located.
State
County
(it applicable) City or rown
S. Discharge Point Description
Clischarge is into (check one);
(see instructions)
Stream (includes ditches. arroyos.
and other intermittent watercourses)
Lake
OCean
Municipal Sanitary wastewater
Transport System
Municipal Combined Sanitary and
Storm fransport System
20tb
201c
202a
2021;
202c
203
204a
204b
204e
205a
South Ditch
003
YR MO
NA
YR MO
N_A_
YR .MO
...arolina
.Transylvania
Pisgah Forest
❑STR
❑LKE
❑OCE
°MIS
❑MCS
•
FOR AGENCY USt
�' TT
•
204d
2044
2041
Agency Use

ii
Municipal Storm Water Transport
System
Well (Infection)
Other
11 'other' is checked, specify
i. Discharge Point — Lat/Lon, Give
the precise location of the point
Of discharge to the nearest second.
Latitude
7.
Longitude
Discharge Receiving Water Name
Name the waterway at fhe point
Of dlscharge.(see instructions)
If the discharge is though an out -
fall that extends beyond the shore-
line or is below the mean low
water line. complete Item 8.
S. Offshore Discharge
a. Discharge Distance from Shore
b. Discharge Depth Below Water
Surface
7. Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge is con-
tinuous or intermittent.
(see instructions)
b. Discharge Occurrence Days per
Week Enter the average num-
ber of days per week (during
Periods of discharge) this Ms -
Charge occurs.
C. Discharge Occurrence —Months
If this discharge normally
Operates (either intermittently,
or continuously) on less than
a year -around basis (excluding
Shutdowns for routine mainte-
nance). check the rnonths dur-
ing the year when the discharge
IS operating, (see instructions)
Omptele Items 10 and 11 if "Inter.
iittent" is checked in Item 9.a.
)therwise. proceed to Item 12.
0. Intermittent Discharge quantity
State the average volume per dos -
Charge occurrence in thousands of
gallons. ,
11. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Duration
Per Day State the average
number of hours per day the
discharge is operating.
b. Intermittent Discharge
Frequency State the average
number of discharge Occur.
rences per day during days
when discharging.
DISCHAftGE SZ.RIAL NUMBEti
003
tofu-
200a
2000
207a:
207Di
203a
20Ib
201a
20»D
20ie
210
211a
211b
0 STS
0 WEL
❑ O TH
35 DEG •15 _MIN 40 SEC
$? DEG 42 MIN
Davidson River
For Agency Use
Maier
Minor
Sub
NA feet
NA feet
r4 (con) Continuous
0 (int) Intermittent
?days per week
®JAN I FEB L1 MAR
®AAA') I JUN ®JUL
ISEP L3OCT !]NOV
0 SEC
2070:
(l APR
raAUG
❑DEC
FOR AGENCY USE
•
For Agency Use
303e
•
NA thousand gallons per discharge occurrence.
—i==hours per day
NA
dIscharge occurrences
per day
12. Maximum Flo* period Give the
tome period sn which the magimum
flow of thot discharge Occurs.
212
From Egg to June
month month

•
13. Activity Description Give a
narrative description of activity
Producing this discharge.(see
instructions)
14. Activity Causing Discharge For
each SIC Code whichdescribes
the activity causing this discharge,
supply the type and maximum
amount of either the raw material
Consumed (Item 14a) or the product
Produced (item 14b) in the units
specified in Table I of the tnstruc•
Lion Booklet. For SIC Codes not
listed in Table I. use raw material
or production units normally used
for measuring production.(see
instructions)
a. Raw Materials
SIC Code
214a S1) ---
b. Products
SIC Code
213a
Name
2
Name
DISCHARGE SERIAL NUMBER
003
FOR AGENCY USE
This discharge receives noncontact cooling water
enerated durin: the manufacture_ of__fine papers d
storm water.
See Discharge 001
•
Maximum Unit Shared Discharges
Amount/Day (See 'Table I) (Serial Number)
3 4
Maximum Unit
Amount/Oay (See Table I)
5
Shared Orscharges
(Sernai Number)
5
11-3

1S. Waste Abatement
.1. Waste Abatement Practices
(Ascribe the waste abatement
heartwee bleb 4r. this discharge
with a brief narrative. (sec
(nstnictir.ns)
b. Waste Abatement Codes
Using the codes listed in Table
11 of the Instruction Booklet.
describe the waste abatement
processes for this discharge in
the order in which they muter
it 'lovable.
21Sa
215b
DISCHARGE SERIAL NUMBER
003
Narrative: _____
Nc treatment
FOR AGENCY USE
n
(1) NA • (2) ▪ (3)
(4) (5) (6) .
(7) (8) • (9)
(10) (11) (t:) _.
(13) (14) (15) .
(16) • (17) (18) .
(19) (20) (21)
(22) (23) (24) .
(25)'

Barium 11101)7 Chlorinated organic compounds*
74052
Boron Pesticides*
01022 74053
Cadmium
01027 Oil and grease
00550
Phenols .
32730
Surfactants
38260
Chlorine
50060
Radioactivity•
74050
'Specify substances• compounds and/or elements in Item 26.
Pesticides (insecticides, fungicides. and rodenticides) must be reported in terms of the acceptable common
names specified in Acceptable Common Names and Chemical Names for the Ingredient Statement on
Pesticide labels. 2nd Edition, Environmental Protection Agency. Washington. D.
C. required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Inset icide 72. as
Fungicide. and 1ludcnticide Act.
Calcium
00916
Cobalt
01037
Chromium
01034
Fecal coliform bacteria
74055
01012 74051
01097 01IO2
DISCHARGE SERIAL_'NUMBER
003
i
16. wastewater Characteristics
•
the effluent (discharge water). This determination or best estimate.(see instructions)
Check the box beside each constituent which Is present In ton is to be based on actual analysis
•
FOR AGENCY USE
Color
•
Parameter
:216.
u
u
Parameter
• .216. - -
00080
Ammonia
00610
Copper
01042
Organic nitrogen
00605
Nitrate
00620
Nitrite
00615
Iron
01045
Lead
01051
Magnesium
00927 .
Phosphorus
00665
Sulfate
00945
Sulfide
00745
Sulfite
00740
Bromide
71870
Chloride Potassium
Manganese
01055
Mercury
71900
Molybdenum
01062
Nickel
01067
Selenium
01147
Silver
01077
Cyanide Sodium
00940 00937
00720 00929
Fluoride
Thallium
00951 01059
Aluminum Titanium
Antimony
Tin
01105 01152
Arsenic
01 002 Zinc
01092
Beryllium Algicides•

DISCHARGE SERIAL. NUMBER
FOR AGENCY USE
17. Description of Intake and Dkcharge
For each of the parameters 1..1 I:111
D ers listed below. enter In the appropriate box the value or code letter answer called for.(see Instructions)
In addition. enter the parameter name and coda and all required values for any of the following
ammonia. cyanide. aluminum. arsenic, beryllium. cadmium. chromium, copper. Lead. mercury.paraselenium In eters if they were checked In Item 16r
and Chlorine (residual). C. phenol*. oil and grease.
Parameter and Code
Flow*
Gallons per day
eeost 50050
pH
Units
00400
Influent
Aft
0.40 0.40
0.30
Effluent
(5)
0.70
1/w
0
E
Z<
(7)
52 —
Temperature (winter)
2-f ° C
4402g 74026
Te petat re (summer)
C
?40 ? 74025
Biochemical Oxygen Demand
(BOD 5-day)
mg/1
00310
Chemical Oxygen Demand (COD) •
mg/1
00340
Total Suspended (nonr1lterabi )
Solids
mg/1
00530
Specific Conductance
micromhos/cm at 25° C
00095
8.6-9..1
6.1 9.2
6.6
4.0
7.2
13.0
1/w
52 G
1/w
14.4 17.9
9.0
23.0
52 G
1/w
52 G
-4
Settleable Matter (residue)
in1/1
00545
'Other discharges sharing intake flow (serial numbcrs).(see instructions)
4
II-6

• •
A •
•
17. (Count.)
Parameter and Code
•
I$. Plant Controls Check if the fol-
lowing plant controls are available
for this discharge.
Alternate power source for major
pumping facility.
Alarm or emergency procedure for
power or equipment failure
Complete item 19 if discharge Is
from tooling and/or steam water
generation and water treatment
additives are used.
19. Water Treatment Additives If the
discharge is treated with any con-
ditioner. Inhibitor. or atgicide•
answer the following:
a. Name of Material(s)
b. Name and address of menu•
facture,
C. Quant.ty (pounds added per
million gallons of water treated).
•
219a
2110
alio
DISCHARGE SERIAL NUMBER
003
g APS
❑ ALM
None
NA
ra
(2)
_.,. _�._.. __ ._...Effluent
a
'0 5
ce
E u �u �°
E Z u Ay
N p N
erotic'
•(S)
FOR AGENCY USE
flIHhItM
o l= c • ^ N
Ea • i E
ta•< Z4 h
(6) (7) • ,(8)
O 8.
11 ,

d. Chemical composition of these
additives (see instructions).
DISCHARGE SERIAL NUMBER
003
NA
FOR AGENCY USE i*
7. 44
Complete Items 20-25 If there is a thermal discharge
(e.g.. associated with a steam and/or power generation
plant. steel mill. petroleum refinery. or any other
manufacturing process) and the total discharge flow Is
10 million gallons per day or more. (see instructions)
20. Thermal Oischarge Source Check
the appropriate item(s) Indicating
the source of the discharge. (see
Instructions)
Boller Slowdown
Boiler Chemical Cleaning
Ash Pond Overflow
Boller Water Treatment — Evapora-
tor Slowdown
011 or Coal Fired Plants — Effluent
troth Alr Pollution Control Devices
Condense Cooling Water
Cooling Tower Slowdown
Manufacturing Process
Other
21. Discharge/Receiving Water Temper.
• stuns Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
(see instructions)
Summer
Winter
22. Discharge Temperature. Rate of
Change Per Hour
Give the maximum possible rate of
temperature change per hour of
discharge under operating con-
ditions. (see instructions)
23. Water Temperature. Percentile
Report (Frequency of Occurrence)
In the table below. enter the
temperature which Is exceeded 10%
of the year. 5% of the year, 1% of
the year and not at all (maximum
yearly temperature). (see Instructions)
Frequency of occurrence
a. Intake water Temperature •
(Subject to natural changes)
b. Discharge Water Temperature
24. Water Intake Velocity
(see Instructions)
25. Retention Time Give the length of
time. In minutes, from start of
water temperature rlsb to discharge
of cooling water. (see Instructions)
NA .
❑ sum
❑ BCCL
❑ APO F
❑EPBD
❑ OCFP
221a
-2216
224
22i
❑ COND
❑ CTSD
❑ MFPR
❑ OTH R
10%
°F.
oF.
°F./hour
of
5%
of
1%
of
of
feet/sec.
minutes
oF•
of
Maximum
of
of
II-8

•
•I •
DISCHARGE SERIAL NUMBER
• 1
26. Additional Information
226
FOR AGENCY USE
Item
Information
17(2) Raw water treatment : flocculation, rapid sand filtration
H ad'ustment and contact chlorination. Approximately 0.30• md
a
of the influent to this discharge is made u of non g
water. The remainder is made up of storm water run coff fr coolin
from
roadwa s, arking lots, grassed areas, etc.
17 (3,4,5, _Previous NPDES permitsfor this discharge have resulted
in extensive
6,7 & 8) monitoring. Monitored parameters included pH, temperature flow,
COD, coliform, total suspended solids, acutetoxicity,etc.e BOD5,
discharge from this outfall has not changed except for The
r flew rate in
the last ten years.
11-9

• ►.
N. C. DEPARTMENT OF NATURAL RESOURCES 6 COMMUNITY DEVELOPFMnT
ENVIRONMENTAL MANAGEMENT COMMIS SI ON
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
APPLICATION NUMBER
•
DISCHARGE SERIAL NUMBER
• REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
• •
003
Parameter
(Code) •
3i11 j.:
. _,1111411M-
4 s
r
I e a
" c o
In.Plant Treated
Intake Water
(Daily Average)
•
Daily
Average
Minimum
Value
•�
a
— a
Frequency of
Analysis
Number or
Analyses
I-.
a•
••
l'�i: i •fir`•=131111111
::('!) •
($)
NA
•
REMARKS:
certify that I am laminar with the Information contained In this report and that to the
best of my knowledge and bellef such Information Is true. complete and accurate.
February13,1995
L. W. Nelson_,____
� to .
atak...,
Date Form Completed
Name of Authorized Agent
Signature

CERTIFIED MAIL
custa a division of P. H. GLATFELTER CO.
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28768-0200
TELEPHONE [phone]
Division of:,Environmental Management
Department of Environment, Health,
and Natural Resources
P. 0. Box 29535
Raleigh, North Carolina 27626-0586
:Attention: Central Files
November 16, 1994
Subject: Annual 'Pollutant Analysis Monitoring
Requirement Reporting Form A
P. H. Glatfelter Company
Transylvania County
Transmitted herewith are the results of our Annual Pollutant
Analysis Monitoring Requirement Report Form A for 1994.
Sincerely,
ECUSTA DIVISION
P. H. Glatfelter
,v1/.7/elieat.tt
W. J. Ashbrook
Environmental Specialist
Attachments
cc: C. N. Carter, Spring Grove, Pa.
R. Davis, Asheville, N.C.
Gussman

•
•
•
Annual Pollutant Analysis Monitoring Requirement
Reporting Form A
(Revised June 1990)
I. Facility Information: /
NPDES Permit No: A/COOA O 75 Discharge (Pipe) No: 40 / Year: ,''99y
Facility Name: , ,2 v:s:o4. ,7 RA ‘14:140,4e.c. Class:S County: Tie v vr/L I.,,v,'.4-
Person(s) Collecting Samples: 7 //y "4. T4.,4.Pso• A', ri . -
Status of faculty wastewater treatment operation on day of sampling: typical: Yes No
If no, explain briefly: •
Analytical Laboratory: Pe9GE / ;•reeAioaA•rie i
11- Sampling:
24 hr composite for main sample / grab sample for purgeable fraction
Page 1 of 9
Date Sampled: (composite sample) Corresponding sample taken for toxicity testing:
• ;.Sampling beguir.(date, time): 9•}'-"i e. /003 Yes
•
Sampling finished (date, time): 9-Aa-9 Y ' i603 _�No
Date and time sampled (grab sample): 9.2z-9 y e /oq:?
Instructions
The purpose of this document and the accompanying memo is to standardize the sampling. analysis and reporting procedures to be used
for the Annual Pollutant Analysis Monitoring (APAM) Requirement as described it the permit.
Sampling
1 - Take a 24-hour composite sample from the final effluent during mid•week (Wednesday through Friday). Collect a grab sample for the volatile
organic fraction when collection of the 24-hour composite sample is completed. Follow any other sampling instructions provided by the laboratory
performing the analysis.
2 • Indicate in the space provided at the top of this page whether a corresponding sampie for toxicity testing was taken.
3 - Make note of any unusual wastewater treatment operating conditions occurring on the day of sampling in the space provides on the form.
Analysis
4 • Analyze the effluent for pollutants listed on the APAM form, including those to be identified and approximately quantified under the 10
significant peaks rule, using appropriate EPA -approved methods for each of the analytic fractions. Other analyticar methods car. be substitute:.
only with prior, written approval of the Director of the Division of Environmental Management (DEM). Read and distribute to the laborator:
performing the analysis the accompanying memo (Tedder, October 1990) clarifying analytical requirements.
5 - Identify chemicals to be analyzed for according to the 10 significant peaks rule (as described in item 2 of the Annual Pollutant Analysis
Monitoring Requirement in the permit) using a GC/MS library search. Tentative identification is all that is required; confirmation by standard
injection is not necessary. Estimate the concentration of each based on an internal standard having the closest retention time.
Reporting
6 - Ouantltation Limit Targets that should be met are listed on this Revised APAM Reporting Form A. Report the use of any nigher quantita-
tion limit and an explanation as to why the listed quantitation limit target could not be met. Examples of acceptable reasons for not meeting
a quantitation limit target could be high background concentrations in a sample, or the necessity for sample fraction dilution to bring a chemica;
to within a quantifiable concentration. List any quantitation limit differtent (whether higher or lower) from the target in the column provides
for this purpose. .
7 • If a chemical Is found to be below the quantitation limit, report the concentration detected as less than (or •< ') the quantitation limit
in the appropriate space. Provide a concentration estimate for chemicals detected in concentrations greater than the detection limit and less
than the quantitation limit. Enter the detection limit in parentheses beside the estimate. Chemicals detected in concentrations above the quan-
titation limits must be quantified. Quantitation limit and detection limit are defined in the accompanying memo (Tedder, October 1990). Enter
the total number of peaks detected in each analytic fraction in the appropriate space on this Revised APAM Form A. Report all concentrations
in units of micrograms per liter (ugM) and metals as total recoverable metal. If no peaks to be identified under the 10 significant peaks rule
are observed, enter "none" in the space provided for "other" compounds in each appropriate analytic fraction section. Provide the concentra-
tion estimate and retention time for "unknowns" as well as for "significant peaks" for which a structural assignment can be made.
8 • If "significant peaks" are found, provide probable molecular weight, library match probability, retention time, identification basis. and
MS scan number for each. In addition, list internal standards and their retention times.
9 - In the section labeled "Organic Analytical Information" (p. 9), include for each organic fraction the method, extraction technique. GC
operating conditions, and surrogate recovery. Report the size of the GC/MS library being utilized in the appropriate space.-
10 • Use copies of this Annual Pollutant Analysis Monitoring Revised Form A to report the results of the analysis. Both the analytical laboratory
representative and the facility operator in responsible charge should sign completed forms (last page).
11 • Mail two completed copies of the form (and the laboratory report. if submitted to the facility on a different form) to: ATTN: Central Files.
Division of Environmental Management. NC DEHNR, P.O. Box 2;69P; Raleigh, NC 376t~4. Mail the APAM form separately from Discharge Monstonng
Repons. A95367 aa(011.

•
•
•
A. Purgeable (Volatile Organic) Fraction, EPA Method 8240 Page 2 of 9
Number of chemicals detected in Fraction .1
Fraction STORET Number 84085 . , _ r .
t t, -
STORET _
_Compound -: -- -_ • • - - - •
_... - --- ._.
Number � . .`.. , -. -• . _._-
Quantitation
Quantitation
••-• Limit*''- •
--
Concentration
' Detected
GC/MS - ._
Confirmation?
1. Pollutants to be analyzed for: • • - .-
u
..(9/L )
(ug/L) •••
(ug/L)
Yes
No
34210
Acrolein » .
100
100
<100
X
34215
Acrylonitrile'!' _ _ ;,w;, ;.'. ••-.'-'
'100
100 . -
<100
X
34030
Benzene ' .
5
<5
X
32101
Bromodichloromethane
5
5
<5
X
32104
Bromoform
5
5
<5
X
34413
Bromomethane --- •
10
10
<10
X
32102
Carbon tetrachloride
5
5
<5
X
34301
Chlorobenzene . • • r
6
- 6 ' •
<6
X
34311
Chloroethane :- • ------
. • • •10 -
10
<10
X
34576
2-Chloroethyl vinyl ether
10---- »
- » -10
<10
X
32106
Chloroform
5 •
" 5
9.2 _
. -
r
34418
Chloromethane _ _ .. _... ........
_ .. 10. _ ..
. - ... 10 _...
<10 . ._.
.:X.
. _ -X_ . _...
—
32105
Dibromochloromethane
5
5
<5
X
34496
1,1-Dichloroethane
5
5
<5
X
34531
1,2-Dichloroethane
5
5 -
<5
X
34501
1,1-Dichloroethylene
5
5
<5
X
34546
trans-1,2-Dichloroethylene
5
5
<5
X
34541
1,2-Dichloropropane
6
6
<6
X
34704
cis-1,3-Dichloropropene
5
5
<5
X
34699
trans-1,3-Dichloropropene
5
5
<5
X
34371
Ethylbenzene
8
8
<8
X
34423
Methylene chloride
5
5
. <5
- X
34516
1,1,2,2-Tetrachloroethane
7
7
<7
X
34475
Tetrachloroethylene
5
5
<5
X
34010
Toluene
6
6
<6
X
34506
1,1,1-Trichloroethane
5
5
<5
X
34511
1,1,2-Trichloroethane
5
5
<5
X
39180
Trichloroethylene
5
5
<5
X
34488
Trichlorofluoromethane
10
10
<10
X
39175
Vinyl chloride
10
10
<10
X•
' If difference from quantitation limit target

B. Acid Extractable Fraction, EPA Method 8270 Page 4 of 9
Number of chemicals detected in Fraction 0
Fraction STORET Number 45582 •
STORET Compound
Number : . _.
Quantitation
Limit Target
Quantitation
Limit*
Concentration
Detected
GC/MS
Confirmation?
1. Pollutants to be analyzed for: -
(ug/L)
(ug/L)
(ug/L)
Yes
No
34452.
4-Chloro-3-methylphenol
10
10
<10
X
34586
2-Chlorophenol .
10
10
<10
X
34601
2,4-Dichlorophenol
10
10
<10
X
34606
2,4-Dimethylphenol
10
10
<10
X
34616
2,4-Dinitrophenol - - -- - •
50
50
<50
X
34657
2-Methy1-4,6-dinitrophenol
50
50
<50
X
34591.
2-Nitrophenol
10
10
<10
X
34646
4-Nitrophenol.
50
50
<50
X
39032
Pentachloropnenol
10 •
10
<10
X
34621
2,4,6-Trichlorophenol _
10
10
<10
X
* If difference from quantitation limit target

2. Other acid extractables (up to 10 highest peaks)
Compound
Prob
Mole.
Wt.
Est.
Conc.
(ug/L)
Lib. Match
Prob.
(%)
Retention
Time (RT)
(Min) t ..,
:......:. .,
; Identification Basis' l
'r
Lib.
' Match:
Manual :
.1.' Interpret...
, .
RT
:Scan
Number
Unknown organic acid
8
21.81
x
1698
7-Hexadecene, (z)-
224
11
96
21.93
x . ' ;
_ :
-. 1710 .
Unknown
4
23.18
x
1836
Unknown
6
23.93
.'
x
1912
Unknown organic acid
5
26.03
x . ,
I.
•.• 2123
Unknown
5
26.7
,,
,
x 1
1
•• 2190 r
Unknown organic acid
6
28.2
x '
i
2341
Unknown organic acid
5
28.28
x i
2349
Unknown organic acid
5
28.53
: ; ;
x i
r 2375
Unknown
17
28.64
: ' '
x - .. ?
r 2386
Complete only if non -target compounds are present:
• Internal Standard
Retention
Time (RT)
(Min)
1,4-Dichlorobenzene-d4
11.43
Napthalene-d8
14.19
Acenapthene-dl0
18.09
Phenanthrene-d10
21.42
Chrysene-d12
27.42
Perylene-d12
32.68
•

• • ,qm.d . •
•
C. Base/Neutral Fraction, EPA Method 8270
Number of chemicals detected in Fraction
Fraction STORET Number 45583
STORET Compound
Number
Page 6 of 9
2
1. Pollutants to be analyzed for:
3405
34200
34220
39120
34526
34247
34230
34521
34242
34278
34273
34283
39100
34636
34292
34581
34641
Acenaphthene
Acenaphthylene
'Anthracene
Benzidine
Quantitation
Limit Target
(ug/L)
10
Quantitation
Limit*
(ug/L)
10
Concentration
Detected
(ug/L)
<10
GC/MS
Confirmation?
Yes
X
No
10
10
10
10
<10
<10
Benzo (a) anthracene
Benzo (a) pyrene
50
50
<50
10
10
<10
Benzo(b)fluoranthene
Benzo (ghi),perylene
10
10
<10
10
10
<10
Benzo(k)fluoranthene
Bis(2-chloroethoxy)methane
Bis(2-chloroethyl)ether
10
10
10
10
<10
<10
10
10
<10
Bis(2-chloroisopropyl) ether
Bis(2-ethylhexyl) phthalate
10
10
<10
10
10
<10
4-Bromophenyl phenyl ether
10
10
11
10
10
<10
Butyl benzyl phthalate
2-Chloronaphthalene
10
10 -
<10
10
10
<10
34320
34556
34536
34566
34571
34631
34336
34341
39110
34611
34626
34596
34346
34376
34381
39700
34391
34386
34396
34403
34408
34696
34447
34438
34428
4-Chlorophenyl phenyl ether
10
10
<10
Chrysene
10
10
<10
Dibenzo (a,h) anthracene
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
10
10
<10
10
10
<10
10
10
<10
3,3-Dichlorobenzidine
10
10
<10
20
20
<20 .
Diethyl phthalate
Dimethyl phthalate
10
10
<10
Di-n-butyl phthatate
2,4-Dinitrotoluene
2,6-Dinitrotoluene
10
10
<10
10
10
13
10
10
<10
Di-n-octyl phthalate
10
10
<10
10
10
<10
1,2-Diphenylhydrazine
Fluoranthene
Fluorene
10
10
<10
10
10
<10
Hexachlorobenzene
10
10
<10
Hexachlorobutadiene
10
10
<10
10
10
<10
Hexachlorocyclopentadiene
Hexachloroethane
10
10
<10
Indeno(1,2,3-cd) pyrene
Isophorone
10
10
10
10
<10
<10
10
10
<10
Naphthalene
10
10
<10
Nitrobenzene
10
10
<10
N-nitrosodimethylamine
10
10
<10
N-nitroso-di-n-propylamine
10
10
<10
34433
N-nitrosodiphenylamine
10
10
<10
34461
Phenanthrene
10
10
<10
34469
Pyrene
34551 1,2,4-Trichlorobenzene
10
10
<10
10
10 -
<10
• If difference from quantitation Limit target

D. Organochlorine/Organophosphorus Pesticides and PCBs Page 8 of9
Number of chemicals detected in Fraction 0
Fraction STORET Number 00188
STORET Compound
Number
Quantitation
Limit Target
Quantitation
Limit*
Concentration
Detected
Confirmation?
Dual Column GCIMS
1. Pollutants to be analyzed for. (ug/L)
Organochlorine Pesticides/PCBs: EPA Method 8080
(ug/L)
(ug/L)
Yes
No
Yes
No
39330
Aldrin
0.05
0.05
<0.05
X
39337
Alpha-BHC
0.05
0.05
<0.05
X
39338
Beta-BHC
0.05
0.05
<0.05
X
34259
Delta-BHC
0.1
0.1
<0.1
X
39340
Gamma-BHC (Lindane)
0.05
0.05
<0.05
X
39350
Chlordane
0.2
0.2
<0.2
X
39310
4,4'-DDD
0.1
0.1
<0.1
X
39320
4,4'-DDE
0.1
0.1
<0.1
X
39300
4,4'-DDT
0.1
0.1
<0.1
X
39380
Dieldrin '-►.
0.02
0.02
<0.02
X
34361
Endosulfan I (alpha)
- 0.1
0.1
<0.1
X
34356
Endosulfan II (beta)
- 0.1
0.1
<0.1
X
34351
Endosulfan sulfate
0.7
0.7
<0.7
X
39390
Endrin
0.06
0.06
<0.06
X
34366
Endrin aldehyde
0.2
0.2
<0.2
X
39410
Heptachlor
0.05
0.05
<0.05
X
.
39420
Heptachlor epoxide
0.8
0.8
<0.8 -
X
39480
Methoxychlor
0.5
0.5
<0.5
X
39755
Mirex
0.2
0.2
<0.2
X
39400
Toxaphene
2.4
2.4
<2.4
X
34671
PCB 1016
0.5
0.5
<0.5
X
39488
PCB 1221
0.5
0.5
<0.5
_
X
39492
PCB 1232
0.5
0.5
<0.5
X
39496
PCB 1242
0.5
0.5
<0.5
X
39500
PCB 1248
0.5
0.5
<0.5
X
39504
PCB 1254
1
1
<1.0 '
X
39508
PCB 1260
1
1
<1.0
X
•
Organophosphorus Pesticides: EPA Method 8140
39560
Demeton
2.5
2.5 -
<2.5
X
39540
Parathion (ethyl)
0.6
0.6
- <0.6
X
E. Herbicides, EPA Method 8150
Number of chemicals detected in Fraction 0
Fraction STORET Number 00148
STORET Compound
Number
Quantitation
Limit Target
Quantitation
Limit*
Concentration
Detected
Confirmation?
1. Pollutants to be analyzed for:
(ug/L)
(ug/L)
(ug/L)
Yes
No
39730
2,4-0
12
12
<12
X
39045
Silvex •
2
2
<2.0
X
39740
2,4,5-T
2
2
<2.0
X
• It difference from quantitation limit target

d 4 4.
• `I
Organic Analytical Information
Pape 9 of 9
Organic Fraction
-- , ---__-.. _.. _ _. ---- .__.
Method
_.-__-_.__.
Extraction
GC Operating Conditions
Column Description
Surrogate Spikes
Batch
•
..Continuous_.__-_.__LengthXtD,_Film
Ltint: - •^'-`
Thickness, __
CsiltiMn'ty0e, Carrier -Gas' 84 flow •
, Rate, temperature Program" •
_....._Compound . ._
. ' r'''"ri-.- .
• ,
-,�.'' �
.Recovery._
':: '•' •/•
Purgeable
_ . - _ _�_
-
8240
X
VOCOL, 60 m x 0.75 mm id •
1.2-DCE-d4
110%
Helium, 80cnds @ 100 C
Toluene-d8
102%
'5 min (ct 0 C. to 160 C (4 6 C/min, 2 min
BFB
- 107%
Acid Extractable - • - - -
8270
X -
aB-625.5, 30 m x 0.25 inm id ' - - - - ' • . .
24%
--- -
_2-FP
Helium, 0.8 mUmin ---•-- --- ---•- -: • • •-- •
Phenol-d6 --- •
• 16%
.. — ..
• - _- _ _ �--' - _
• - . - _. - ••• • -
4 mina 45 C, to 290 C a 11 C/min, 19 min
2.4,6-TBP
• 45%
Base/Neutral Extractable .. _ . .. .
:. , `,?, .: -
8270
__X _.-__
. .. _ . _ ..__.
08-625.5, 30 m x 0.25 mm id .
NitroBenz-d5....... •
. __-_ _ _ _24°%
- .. '....:.
Helium, 0.8 mUmin
2-FBP -
25%
..�' _ . -_ .�. _
4 mina 45 C, to 290 C f� 11 C./min, 19 min
Terphenyl-d14
33%
GC/MS Library size"(number of tofefence spectra): -Method 8240 = 40,000 - Method .8270-75,000 - "- --'" -' . "- . ' _. • _ - - •--- - __ _- _... - .. _ _ ..... ,.
F. Metals and Other Chemicals - ••• _- -.._.._ _ ... -_ :----- ---_ ....- _...-.__.....-. -_ .- --- ... --.. --...- _ ......... . ._- . . - - ___
Number of Metals and Other Chemicals (as listed betow).detected in Sample.. - .- _--_ _ . _ _ _- _ -._ _ _ __. _ _ _ _ _ .. -
Fraction STORET Number 78240 , _ M... __. - _.____ - . ,_.-_ .
STORET Compound
Number
Quantitation
Limit Target
Quantitation
• Limit'
_ Concentration
ncentration
Detected
1. Pollutants to be analyzed for:
(ug/L)
(ug/L)
- (ug/L)
1104
Aluminum
• 50
50
454
1097
Antimony ~- -
50
- 50 •
<50 -.•-
1002
Arsenic -
10 - . • •
10 .
<10 •- •
1012
Beryllium
.. 25 . _. .
. 25
<25 _
1027
Cadmium _
2
2
<2
1034
Chromium
5
5
<5
1042
Copper
2
2
<2
1051
Lead
10
10
<10
71900
Mercury
0.2
0.2
<0.2
1067
Nickel
10
10
<10
1147
Selenium
5
5
<5 -
1077
Silver
5
5
<5
1092
Zinc
10
10
28
2. Other inorganics:
1077
Barium
500
500
<500
940
Chloride
1000
1000
21000
720
Cyanide
20
20
<20
951
Fluoride
100
100
<100 •.• • '
• If difference from quantitation limit target
Analytical Laboratory Representa 've: -Xi✓ i- rr iS
Signed: l&--
44iLsJ� -
Date: �l /� 9V
Facility Operator in Responsible
Charge (ORC): 'c/ F
1 certify that this report=nd c et d th est of my knowledge.
Signed: Date: 1 1/ - //e - 94