NC0005266_wasteload allocation_19940729

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0005266
Document 7�7pe:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 29, 1994
This document is printed on reuse paper - ignore any
content on the reve fta Bide

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0005266
PEFJvff= NAME: ABTco, Inc.
FACILITY NAME: Roaring River Plant
Facility Status: Existing
Permit Status: Modification
Major Minor
Pipe No.: 001
Design Capacity: 1.0 MGD
Domestic (% of Flow): 0.7%
Industrial (% of Flow): 99.3%
Comments:
Hardboard siding manufacturing
FOLD Fnp CSSU-A(JCE 5A/ad.
RECEIVING STREAM: Yadkin River
Class: C
Sub -Basin: 03-07-01
Reference USGS Quad: ' C14NE (please attach)
County: Wilkes
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 5/31/94 Treatment Plant Class: IV
Classification changes within three miles:
Requested by: Susan Wilson
Prepared by: I ' (,tA_
Reviewed by:
Date: 11/22/92
Date:.? $
Date: `7k )/W
Modeler
Date Rec.
#
5AW d
kl -6 93
S
Drainage Area (mi ) d Avg. Streamflow (cfs): q 7�
7910 (cfs),;gg Winter 7Q10 (cfs) 3 d 30Q2 (cfs)
Toxicity Limits: IWC % Acut Chronic
Instream Monitoring:
INSTREAM MONITORING REQUIREMENTS
Upstream Location__ _ At least 100 ft upstream
Downstream Location: 1) Downstream 1.7 miles below discharge at NCSR 2327
2)- 80 miles -below,discharge at NCSR• 2303
Parameters: ______Temperature, -DO, BOD5, conductivity__
Recommended Limits
B0D5.(#/day):
TSS (#/day):
pH-(SU):-
Turbidity (NTU); **
Settleable solids .(ml/1):
Daily Max. Monthly Average .
22,747 11,873 y
41,388 27,296
6-9
no to exceed 50
NTU
monitor (3/week)
I ok C uceeds is ve 1
P_�!96K64 �aP
nM a5ed , ) 5 AIM(, a U . oa fit C �)

November 22, 093
ABTCO, NC0005266
Effluent Guideline Limitations
Effluent Characteristics
Monthly
Aver a (lb/da)
Daily
Maximum (lb/da)
Comments
BOD5
10,700
20,500
TSS
24,600
37,300
H
6-9
Per the application, fabric finishing is no longer performed at this facility
Type of Product Produced
Lbs/Day Produced
. Effluent Guideline Reference
Hardboard Siding
1,000,000
40 CFR 429.61 (a) (Subpart E)
Wet Process Hardboard Subcategory
(BPT)

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from Yadkin River
1250K GPD
Groundwater
30K Refining
Wood Chips and
100K Forming Machines
Evaporation
175K
Evaporation
80K
Hot Press
No. 1 and No. 2
Bake
and
Humidification
Evaporation
123K 4
Final Product
-- 8K
Make Up Water
175K
3 Boilers
with
2 Wet Scrubbers
Waste Treatment
Evaporation
50K
Discharge to
Yadkin River
850K
Misc. Losses
to Evaporation
20K
Evaporation
in Scrubbers
54K
Solid Waste
(Sludge)
20K
Schematic of Water Flow
ABTco
Roaring River, NC
Nov. 3 1993
Page 1 of 2

Water Flow Legend
Blue Lines — Influent Water (3 sources)
Yellow Lines — Evaporation Losses (10 sources)
— 2 Digesting, Refining, and Forming Machines
— 2 Hot Presses
— 2 Bake and Humidification Chambers
— 2 Wet Scrubbers
— 1 Steam Loss off Boiler through traps,venting, etc.
— 1 Waste Treatment Plant
Red Lines — Steam Lines
Green Line — Discharge to Surface Water
Magenta Line — Consumption Sources (2 sources)
Schematic of Water Flow
ABTco
Roaring River, NC
Nov. 3, 1993
Page 2 of 2

C7
FACT SHEET FOR WASTELOAD ALLOCATION
Facility Name:
ABTCO
NPDES No.:
NC0005266
Type of Waste:
Industrial - 100%
Facility Status:
Existing
Permit Status:
Renewal
Receiving Stream:
Yadkin River
Stream Classification:
C
Subbasin:
030701
County:
Wilkes
Regional Office:
WSRO
Requestor:
Wilson
Date of Request:
11/22/93
Topo Quad:
C14NE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request #
7659
RECEIVED
N.C. Dept. of EHNI
J U N 2 1 1994
Winston-Salem
Regional Office
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
610
Summer 7Q10 (cfs):
228
Winter 7Q10 (cfs):
310
Average Flow (cfs):
976
30Q2 (cfs):
IWC (%):
0.675%
Discharge is from the manufacture of smooth one-sided hardboard (365 mil lbs/yr). Limits are
based on Federal Guidelines 40 CFR 429.61 (a) Subpart E. Previous limits were based on 1984
production rates. New limits based on guidelines are now recommended due to 14% increase in
production. (This area of discharge is not water quality limited now).
Turbidity limit is recommended due to the potential for turbidity excursions from elevated solids
output.
Bioassessment classified upstream as good and downstream as good/fair 6193 (although lower taxa
richness below discharge).
Special Schedule Requirements and additional comments from Reviewers:
Reviewed by /y
Instream Assessment: 1 '6 lLh_d��9 9 Yl Date:�z
Regional Supervisor: Date:
Permits & Engineering:
RETURN TO TECHNICAL SERVICES BY:
JUL 16 1994
.1k t�, ' P,,c ,d, 6, Ni - S ALl b1 �`9 F Ex d s� ,b�Fia

TOXICS/METALS/CONVENTIONAL PARAMETERS
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Existing Limits
BOD5 (#/day):
TSS (#/day):.
pH (SU):
Recommended Limits
BODS (#/day):
TSS (#/day):
pH (SU):
Turbidity (NTU): **
Settleable solids (ml ft
Acute Full Range
LC50 >= 68%
LC50 >= 68%
Jan Apr Jul Oct
Daily Max.
17641
31097
6-9
Daily Max.
22,747
41,388
no to exceed 50
NTU
monitor (3/week)
Monthly Avg.
9207
21169
Monthly Average
11,873
27,296
6-9
WQ or EL
* * If turbidity exceeds this level due to natural background conditions, the existing turbidity level
cannot be increased. 15A NCAC 2B .0211 (K).
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.)
Parameters) Affected
Production increase
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
_X_ No parameters are water quality limited, but this discharge may affect future allocations.

3
INSTREAM MONITORING REQUIREMENTS.
Upstream Location: At least 100 ft upstream
Downstream Location: 1) Downstream 1.7 miles below discharge at NCSR 2327
2) 8.0 miles below discharge at NCSR 2303
Parameters: Temperature, DO, BOD5, conductivity
Special instream monitoring locations or monitoring frequencies:
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.
0

FacilityName f' ��(':�! Permit # NC-0 00 52,G& Pipe # CEO
ACUTE TOXICITY PERMIT LIMIT (QRTRLY)
The permittee shall conduct acute toxicity tests on a quarterjy basis using protocols defined as definitive in E.P.A.
Document 600/4-85/013 entitled "The Acute Toxicity of Effluents to Freshwater and Marine Organisms." The
monitoring shall be performed as a Daphnia Wlex or Ceriodaphnia 48 hour static test, using effluent collected as a
24 hour composite. The LC50 of this effluent using the previously stated methodology may at no time in any
toxicity test be less than, 68 %. Effluent samples for self -monitoring purposes must be obtained during
representative effluent discharge below all waste treatment. The first test will be performed Q ter thirty days from
the effective date of this permit during the months of aN AP2 lw. OCT
The parameter code for this test if using Daphnia pulex is TAA3D. The parameter code for this test if using
Ceriodaphnia is TAA3B. 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 appropriate
parameter code. 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 either these monitoring requirements 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 2Z.0 cfs
Permitted Flow 1.0 MGD
IWC V. 05 ' %
Basin & Sub -basin 030701
Receiving Stream TA rm N
County (� ( W
Recommended by:
Date,
QAL Daphnid 48 Version 10191

• SOLIDS MINIMIZATION PLAN
An instream biological Assessment was performed in June,1993 upstream and
downstream of the. Abitibi -Price discharge in the Yadkin River. Results of this
investigation suggests that the Abitibi Price WWTP was stressing the macroinvertibrate
fauna of the Yadkin River immediately below the discharge point. Further sampling by the
Division of Environmental Management (DEM) has indicated high settleable solids in the
Abitibi -Price wastewater effluent. In order to address the contribution of the discharge, a
solids minimization plan shall be developed and submitted for approval within 2 years after
permit issuance. At that time the solids plan along with the submitted solids monitoring
data will be reviewed for further steps towards compliance with -the regulation (stated
below) � ,
At the time of permit renewal in April 1999, a limit for settleable solids may be
implemented to ensure compliance with 15A NCAC 2B.0406 (d) which states that in cases
where effluent limits set forth by EPA guidelines "... are not adequate to control settleable
solids, the staff shall establish effluent limits for settleable solids. Such effluent limitations
for settleable solids will be applicable only when the projected average solids concentration
exceeds 5.0 ml/1 and the limitation established shall lie within the range of 0.1 mill to 5.0
mill.°
Monitoring data will'be reviewed at permit renewal in five years to assess the
implementation of a solids limit to comply with immediately if needed.

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
June 29, 1994
TO: Don Safrit, Supervisor
Technical Support Branch
THROUGH: Larry Coble D M Regional Supervisor
Steve Mauney, WQ Supervisor
WSRO
FROM: Lee G. Spencer, Environmental Engineer
WSRO
SUBJECT: Fact Sheet for Wasteload Allocation
ABTCO, Inc. - NPDES Permit No. NC0005266
Wilkes County
As you are probably aware, this office has, for a long
while, had serious concerns about this facility's discharge. The
existing and proposed limits allow the company to use the
receiving stream as a means of sludge disposal. With the
proposed limits, there is no incentive for the company to hold
solids in the treatment system and ultimately land apply them.
All other current dischargers into the Yadkin River must meet
much more stringent limits.
Because of the degradation to the receiving stream indicated
in the 6/93 bioassessment, this office does not believe it is
appropriate in any way to increase the solids or BOD loading in
the permit.
Concerning settleable solids monitoring and limitation, the
permit should be reopened upon completion of the solids
minimization plan, with a limit and compliance schedule imposed.
Or better yet, the permit should contain a second limits page
with a 5.0 ml/l limit effective in two years. Settleable solids
monitoring should be a daily, composite sample. This is not an
expensive sample to conduct.
In summation, we are strongly opposed to an increase in
solids and BOD loading, and a delay until 1999 to impose a
settleable solids limit.
cc: Central Files
WSRO

NC 000526(�
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SUMMER
QEFF=1.0 MGD, BOD5=10700#/DAY
MODEL RESULTS
Discharger
:
ABTCO
Receiving Stream :
YADKIN RIVER
----------------------------------------------------------------------
The End
D.O.
is 7.07
mg/l.
The End
CBOD
is 13.83
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 0.89
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flo
(mg/1)
Milepoint
Reach # (mg/1)
,(mg/1)
(mg/1)
(mgd)
Segment
1
------
5.68
---------
11.10
-------
6
----
----
--
---------
Reach
1
5132.00-+ -
0.00
0.00
1.00000q
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000
Segment
2
5.66
1.30
1
Reach
1
0.00
0.00
0.00
0.00000
Reach
2
0.00
0.00
0.00
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Reach
3
0.00
0.00
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Reach
4
78.90
4.50
0.00
4.00000
Segment
3
6.44
0.24
1
Reach
1
45.00
90.00
0.00
0.30500
Segment
4
5.71
0.00
1
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1
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0.90000
Reach
2
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Reach
4
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HA LB DF-A- Z
(Cq"6 %PTC(, F.ovj � CF-9p)

*** MODEL SUMMARY DATA ***
Discharger : ABTCO Subbasin I: 0307
Receiving Stream : YADKIN RIVER Stream Class: C
Summer 7Q10 : 228.0 Winter 7Q10 : 307.0
Design Temperature: 25.0
ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I SOD I SOD I
I mile I ft/mil fps I ft Idesignl @20 Idesignl @20 Idesignl @20 Idesignl @20 Idesignl @20 1
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I I I I I I I I
Segment 1 1 1.601 4.001 0.982 1 3.95 1 0.29 1 0.23 1 3.85 1 3.461 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 1 I I I I I I I I I I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I I I I I I I I
Segment 1 1 0.501 4.001 1.040 1 4.19 1 0.29 1 0.23 1 4.08 1 3.661 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 2 1 I I I I I I I I I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I I I I I I I I
Segment 1 1 0.301 4.001 1.040 1 4.19 1 0.29 1 0.23 1 4.08 1 3.661 0.44 1 0.30 1 0.44 1 0:00 1 0.00 1 0.00 1
Reach 3 1 1 1 1 1 1 1- I I I I I I
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Segment
I I
1 1 2.501
I
4.001
1.047
I
1 4.21
I
1 0.29
I
1 0.23
I I
1 4.11 1
I
3.681
I
0.44 1
0.30
I
1 0.44
I
1 0.00
I
1 0.00
I I
1 0.00 1
Reach
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4 1 1
1
1
1
1
1 1
1
1
1
1
1
Segment
I I
1 1 1.701
I
2.601
0.935
I
1 4.52
I
1 0.28
I
1 0.22
I I
1 2.39 1
I
2.141
0.44 1
I
0.30
I
1 0.44
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1 0.00
I
1 0.00
I I
1 0.00 1
Reach
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5 1 I
I
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Segment
I I
1 1 4.501
I
2.601
0.939
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1 4.54
I
1 0.28
I
1 0.22
I I
1 2.39 1
I
2.151
I
0.44 1
0.30
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1 0.44
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1 0.00
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1 0.00
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1 0.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
6 1 . I
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Segment
I I
2 1 1.301
I
2.601
0.946
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1 4.56
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1 0.28
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1 0.22
I I
1 2.41 1
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2.171
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0.44 1
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1
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1 0.00
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1 I I
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2 1 2.301
I
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0.954
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1 4.59 1
0.28
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1 0.22 1
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2.43 1
I
2.181
0.44
I
1 0.30
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1 0.44
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1 0.00 1
0.00
I I
1 0.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
2 1 1
1
1 1
1 1
1
1
1
1
1 1
Segment
I I
2 1 0.801
I
3.201
1.033
I I
1 4.51 1
0.29
I I
1 0.23 1
I
3.24 1
I
2.911
0.44
I
1 0.30
I
1 0.44
I I
1 0.00 1
0.00
I I
1 0.00 1
Reach
-----------------------------------------------------------------=-------------------------------------------------
3 1 1
1
1 1
1 1
1
1
1
1
1 1
Segment
I 1
2 1 0.201
-, 1
3.201
1.048
1 1
1 4.52 1
0.29
1 1
1 0.23 1
1
3.29 1
1
2.951
0.44
1
1 0.30
1
1 0.44
1 1
1 0.00 1
0.00
1 1
1 0.00 1
Reach
----------------------------------
4 1 1
1
7--------------------------------------------------------------------------------
1 1
1 1
1
1
1
1
1 1
Segment
I I
3 1 0.241
I
6.701
0.253
I I
1 1.00 1
0.31
I I
1 0.25 1
I
3.40 1
I
3.051
0.44
I
1 0.30
I
1 0.44
I I
1.0.00 1
0.00
I I
1 0.00 1
Reach
1 I I
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I I
I
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I
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I
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I-
I
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Segment
4 1 5.201
3.201
1.062
1 4.56 1
0.29
1 0.23 1
3.34 1
2.991
0.49
1 0.30
1 0.44
1 0.00 1
0.00
1 0.00 1
Reach
1 I I
I
I I
I I
I
I
I
I
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I 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 4 1 4.501 3.201 1.117 1 4.74 1 0.29 1 0.23 1 3.51 1 3.141 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 I 1 1 1 1 1 1 1 1 1 1
------------------------------------------------------------------------------------------------------=------------
I I I I I I I I I, I I I I I I
Segment 4 1 1.801 3.901 1.185 1 4.61 1 0.29 1 0.23 1 4.54 1 4.071 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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I 1 I I I I I I I I I I I
Segment 4 1 3.201 3.901 1.228 1 4.78 1 0.29 1 0.23 1 4.70 1, 4.211 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 4 1 1 1 1 1 1 1 1 . 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
Flow
I CBOD I
NBOD I
D.O. 1
i cfs
1 mg/l 1
mg/l I
mg/l I
Segment 1
Reach 1
Waste
I 1.550
15132.000
1 0.000
1 0.000
Headwaters1228.000
1 2.0'00 1
1.000 1
7.440
Tributary
1 0.000
1 2.000 I
1.000 1
.7.440
* Runoff
I 0.560
I 2.000 I
1.000 1
7.440
Segment 1
Reach 2
Waste
1 0.000
1 0.000 1
0.000 1
0.000
Tributary
143.000
I 2.000 1
1.000 1
7.440
* Runoff
I 0.560
I 2.000 1
1.000 I
7.440
Segment 1
Reach 3
Waste
1 0.000
1 0.000 1
0.000 1
0.000
Tributary
1 0.010
I 7.500 1
13.500 1
7.440
* Runoff
I 0.560
1 2.000 1
1.000 I
7.440
Segment 1
Reach 4
f Waste
1 0.000
1 0.000 1
0.000 I
0.000
Tributary
1 3.600
I 2.000 1
1.000 1
7.440
* Runoff
1 0.560
1 2.000 1
1.000 I
7.440
Segment 1
Reach 5
Waste
I 0.000
1 0.000 1
0.000 1
0.000
Tributary
I 6.800
1 2.000 1
1.000 I
7.440
* Runoff
1 0.560
► 2.000 1
1.000 1
7.440
Segment 1
Reach 6
Waste
1 0.000
( 0.000 i
0.000 1
0.000
Tributary
I 1.800
I 2.000 I
1.000 1
7.440.
* Runoff
1 0.560
1,, 2.000 i
1.000 1
7.440
Segment 2
Reach 1
Waste.
1 -0.000
1 0.000 I
0.000 I
0.000
Headwaters► 0.000
1 2.000 1
1.000 1
7.440
Tributary
1 4.400
1 2.000 1
1.000 1
7.440

' * Runoff
1 0.560
► 2.000
1 1.000 1
7.440
' Segment 2
Reach 2
• Waste
1 0.000
1 0.000
1 0.000 1
0.00b
Tributary
1 4.600
1 2.000.1
1.000 1
7.440
* Runoff
1 0.560
1 2.000
1 1.000 1
7.440
Segment 2
Reach 3
Waste
1 0.000
1 0.000
1 0.000 1
0.000
Tributary
1 13.000
1 2.000
1 1.000 1
7.440
* Runoff
1 0.560
1 2.000
1 1.000 1
7.440
Segment 2
Reach 4
Waste
1 6.200
1 78.900
1 4.500 1
0.000
Tributary
1 0.000
1 2.000
1 1.000 1
7.440
* Runoff
1 0.560
I 2.000
1 1.000 1
7.440
Segment 3
Reach 1
Waste
1 0.473
1 45.000
1 90.000 1
0.000
Headwatersl 3.300
1 2.000
1 1.000 1.
7.440
Tributary
1 0.000
1 2.000
1 1.000 1
7.440
* Runoff
1 0.210
1 2.000
1 1.000 1
7.440
Segment 4 Reach 1
Waste
► 1.395
1 45.000
1 90.000,1
0.000
Headwaters► 0.000
1 2.000
1 1.000 1
7.440
Tributary
► 0.000
1 2.000
1 1.000 I
7.440
* Runoff
► 1.540
1 2.000 1
1.000 1
7.440
Segment 4
Reach 2
Waste
1 0.000
1 0.000 1
0.000 1
0.000
Tributary
1 39.000
1 2.000 1
1.000 1
7.440
* Runoff
1 0..700
1 2.000 1
1.000 1
7.440
Segment 4
Reach 3
Waste
1 0.000 1
0.000 1
0.000 1
0.000
Tributary
1 0.000 ►
2.&00 1
1.000 ►
7.440
* Runoff
1 0.350 1
2.000 1
1.000 1
7.440
Segment 4
Reach 4
Waste
1 0.000 1
0.000 1
0.000 1
0.000
Tributary
1 43.000 1
2.000 1
1.000 1
7.440
* Runoff
1 0.350 1
2.000 1
1.000 1
7.440
* Runoff flow is in cfs/mile

SUMMER
QEFF=.1.0,MGD, BOD5=10700#/DAY
Seg
# I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow
1
1
0.00,
7.39
36.64
0.99
229.55
1
1
0.10
7.34
36.56
0.99
2.29.61
1
1
0.20
7.30
36.49
0.99
229.66
1
1
0.30,
7.25
36.41
0.99
229.72
1
1
0.40
7.21
36.34
0.98
229.77
1
1
0.50
7.16
36.27
0.98
229.83
1
1
0.60
7.12
36.19
0.98
229.89
1
1
0.70
7.08
36.12
0.97
229.94
1
1
0.80
7.04
36.04
0.97
230.00
1
1
0.90
7.00
35.97
0.97
230.05
1
1
1.00
6.96
35.89
0.97
230.11
1
1
1.10
6.93
35.82
0.96
230.17
1
1
1.20
6.89
35.75
0.96
230.22
1
1
1.30
6.86
35.67
0.96
230.28
1
1
1.40
6.82
35.60
0.96
230.33
1
1
1.50
6.79
35.53
0.95
230.39
1
1
1.60
6.76
35.46
0.95
230.45
1
2
1.60
6.87
30.19
0.96
273.45
1
2
1.65
6.86
30.17
0.96
273.47
1
2
1.70
6.85
30.14
0.96
273.50
1
2
1.75
6.84
30.11
0.95
273.53
1
2
1.80
6.83
30.08
0.95
273.56
1
2
1.85
6.82
30.05
0.95
273.59
1
2
1.90
6.81
30.02
0.95
273.61
1
2
1.95
6.80
29.99
0.95
273.64
1
2
2.00
6.79
29.96
0.95
273.67
1
2
2.05
6.78
29.94
0.95
273.70
,1
2
2.10
6.77
29..91
0.95
273.73
11
3
2.10
6.77
29.91
0.95
273.74
1
3
2.13
6.76
29.89
0.95
273.75
1.
3
2.16
6.76
29.87
0.95
273.77
1
3
2.19
6.75
29.85
0.94
273.79
1
3
2.22
6.75
29.84
0.94
273.80
1
3
2.25
6.74
29.82
0.94
273.82
1
3
2.28
6.74
29.80
0.94
'273.84
1
3
2.31
6.73
29.79
0.94
273.85
1
3
2.34
6.73
29.77
0.94
273.87
1
3
2.37
6.72
29.75
0.94
273.89
1
3
2.40
6.72
29.74
0.94
273.90
1
4
2.40
6.73
29.38
0.94
277.50
1
4
2.50
6.71
29.32
-0.94
277.56
1
4
2.60
6.70
29.26
0.94
277.62
1
4
2.70
6.68
29.21
0.93
277.67
1
4
2.80
6.67
29.15
0.93
277.73
1
4
2.90
6.65
29.10
0.93
277.78
1
4
3.00
6.64
29.04
0.93
277.84
1
4
3.10
6.63
28.99
0.92
277.90
1
4
3.20
6.62
28.93
0.92
277.95
1
4
3.30
6.60
28..88
0.92
278.01
1
4
3.40
6.59
28.82
0.92
278.06
1
4
3.50
6.58
28.77
0.91
278.12
1
4
3.60
6.57
28.71
0.91
278.18
1
4
3.70
6.56
28.66
0.91
278.23
1
4
3.80
6.55'
28.60
0.91
278.29
1
4
3.90
6.54
28.55
0.90
278.34
1
4
4.00
6.53
28.50
0.90.
278.40

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
4
4.10
6.52
28.44
0.90
278.46
4'
4.20
6.51
28.39
0.90
278.51
4
4.30
6.50
28.33
0.90
278.57
4
4.40
6.49
28.28
0.89
278.62
4
4.50
6.49
28.23
0.89
278.68
4
4.60
6.48
28.17
0.89
278.74
4
4.70
6.47
28.12
0.89
278.79
4
4.80
6.46
28.07
0.88
278.85
4
4.90
6.46
28.01
0.88
278.90
5
4.90
6.48
27.39
0.88
285.70
5
5.00
6.46
27.34
0.88
285.76
5
5.10
6.43
-27.29
0.88
285.82
5
5.20
6.41
27.23
0.88
285.87
5
5.30
6.39
27.18
0.87
285.93
5
5.40
6.36
27.12
0.87
285.98
5
5.50
6.34
27.07
0.87
286.04
5
5.60
6.32
27.01
0.87,
286.10
5
5.70
6.30
26.96
0.86
286.15
5
5.80
6.28
26.91
0.86
286.21
5
5.90
6.26
26.85
0.86
286.26
5
6.00
6.24
26.80
0.86
286.32
5
6.10
6.22
26.74
0.86
286.38
5
6.20
6.20
26.69
0.85
286.43
5
6.30
6.18
26.64
0.85
286.49
5
6.40
6.17
26.58
0.85
286.54
5
6.50
6.15
26.53
0.85
286.60
5
6.60
6.13
26.48
0.84
286.66
6
6.60
6.14
26.33
0.84
288.46
6
7.10
6.06
26.07
0.83
288.74
6
7.60
5.99
25.81
0.82
289.02
6
8.10
5.92
25.55
0.81
289.30
6
8.60
5.87
25.30
0.80
289.58
6
9.10
5.82
25.05
0.79
289.86
6
9.60
5.78
24.80
0.78
290.14
6
10.10
5.74
24.55
0.76
290.42,
6
10.60
5.71
24.31
0.75
290.70
6
1.1.10
5.68
24.07
0.74
290.98
1
0.00
5.70
23.74
0.75
295.38
1
0.10
5.70
23.70
0.75
295.43
1
0.20
5.69
23.65
0.74
295.49
1
0.30
5.69
23.60
0.74
295.54
1
0.40
5.69
23.56
0.74
295.60
1
0.50
5.68
23.51
0.74
295.66
1
0.60
5.68
23.46
0.73
295.71
1
0.70
5.68
23.42
0.73
295.77
1
0.80
5.67
23.37
0.73
295.82
1
0.90
5.67
23.33
0.73
295.88
1
1.00
5.67
23.28
0.73
295.94
1
1:10
5.66
23.23
0.72
295.99
1
1.20
5.66
23.19
0.72
296.05
1
1.30
5.66
23.14
0.72
296.10
2
1.30
5.68
22.82
0.72
300.70
2
1.40
5.68
22.77
0.72
300.76
2
1.50
5.68
22.73
0.72
300.82
2
1.60
5.68
22.69
0.72
300.87
2
1.70
5.68
22.64
0.72
300.93
2
1.80
5.67
22.60
0.72
300.98
2
1.90
5.67
22.55
0.71
301.04
2
2.00
5.67
22.51
0.71
301.10
2
2.10
5.67
22.46
0.71
301.15

2
2
2.20
5.67
22.42
0.71
301.21
2
2
2.30
5.67
22.38
0.71
301.26
2
2
2.40
5.67
22.33'
0.70
301.32
2
2
2.50
5.66
22.29
0.70
30.1.38
2
2
2.60
5.66
22.25
0.70
301.43
2
2
2.70
5.66
22.20
0.70
301.49
2
2
2.80.
5.66
22.16
0.70
301.54
2
2
2.90
5.66
22.12
0.69
301.60
2
2
3.00
5.66
22.07
0.69
301.66
2
2
3.10
5.66
22.03
0.69
301.71
2
2
3.20
5.66
21.99
0.69
301.77
2
2
3.30
5.66
21.94
0.69
30.1.82
2
2
3.40
5.66
21.90
0.68
301.88
2
2
3.50
5.66
21.86
0.68
301.94
2
2
3.60
5.66
21.82
0.68
301.99
2
3
3.60
5.73
21.00
0.69
314.9,9
2
3
3.68
5.74
20.97
0.69
315.04
2
3
3.76
5.75
20.94
0.69
315.08
2
3
3.84
5.76
20.91
0.69
315.13
2
3
3.92
5.77
20.87
0.69
315.17
2
3
4.00
5.78
20.84
0.69
315.22
2
3
4.08
5.79
20.81
0.69
315.26
2
3
4.16
i5.80
20.78
0.68
315.31
2
3
4.24
5.80
20.75
0.68
315.35
2
3
4.32
5.81
20.72
0.68
315.40
2
3
4.40
5.82
20.69
0.68
315.44
2
4
4.40
5.71
21.81
0.75
321.64
2
4
4.42
5.71
21.80
0.75
321.65
2
4
4.44
5.71
21.80
0.75
'321.66
2
A
4.46
5.72
21.79
0.75
321.67
2
4
4.48
5.72
21.78
0.75
321.68
2
4
4.50
5.72
21.77
0.75
321.70
2
4
4.52
5.72
21.76
0.75
321.71
2
4
4.54
5.72
21.76
0.75
321.72
2'
4
4.56
5.73
21.75
0.75
321.73
2
4
4.58
5.73
21.74
0.75
'321.'74
2
4
4.60
5.73
21.73
0.75
321.75
3
1
0.00
6.51
7.39
12.15
3.77
3
1
0.04
6.49
7.35
12.08
3.78
3
1
0.08
6.48
7.32
12.00
3.79
3
1
0.12
6.47
7.29
11.92
3.80
3
1
0.16
6.46
7.25
'11.85
3.81
3
1
0.20
6.45
7.22
11.78
3.81
3
1
0.24
6.44
7.19
11.70
3.82
4
1
0.00
5.71
21.66
1.26
326.97
4
1
0.70
5.79
21.35
1.24
328.05
4
1
1.40
5.85
21.04
1.21
329.13
4
1
2.10
5.92
20.74
1.19
330.20
4
1
2.80
5.98
20.44
1.17
331.28
4
1
3.50
6.03
20.15
1.15
332.36
4
1
4.20
6.08
19.86
1.13
333.44
4
1
4.90
6.13
19.58
1.11
334.52
4
2
4.90
6.26
17.74
1.10
373.52
4
2
5.40
6.30
17.59
1.08
373.87
4
2
5.90
6.34
17.44
1.07
.374.22
4
2
6.40
6.38
17.29
1.06
374.57
4
2
6.90
6.41
17.14
1.04
374.92
4
2
7.40
6.44
16.99
1.03
375.27
4
2
7.90
6.47
16.85
1.02
375.62
4)
2
8.40
6.50
16.70
1.01
375.97

' 4
2
8.90
6.52
16.56
1.00
376.32
4
2
9.40
6.55
16.41
0.98
376.67
4
3
9.40
6.55
16.41
0.98
376.67
4
3
9.60
6.57
16.36
0.98
376.74
4
3
9.80
6.60
16.31
0.97
376.81
4
3
10.00
6.62
16.26
0.97
376.88
4
3
10.20
6.64
16.21
0.97
376.95
4
3
10.40
6.67
16.15
0.96
377.02
4,
3
10.60
6.69
16.10
0.96
377.09
4
3
10.80
6.71
16.05
0.95
377.16
4
3
11.00
6.73
16.00
0.95
377.23
4
3
11.20
6.75
15.95
0.94'
377.30
4
4
11..20
6.82
14.52
0.95
420.30
4
4
11.40
6.84
14.48
0.95
420.37
4
4
11.60
6.86
14.43
0.94
420.44
4
4
11.80
6.88
14.39
0.94
420.51
4
4
12.00
6.89
14.35
0.93
420.58
4
4
12.20
6.91
14.30
0.93
420.65
4
4
12.40
6.93
14.26
0.92
420.72
4
4
12.60
6.95
14.21
0.92
420.79
4
4
12.80
6.96
14.17
0.92
420.86
4
4
13.00
6.98
14.13
0.91
420.93
4
4
13.20
6.99
14.08
0.91
421.00
4
4
13.40
7.00
14.04
0.90
421.07
4
4
13.60
7.02
14.00
0.90
421.14
4
4
13.80
7.03
13.95
0.90
421.21
4
4
14.00
7.04
13.91,
0.89
421.28
4
4
14.20
7.06
13.87
0.89
421.35
4
4
14.40
7.07
13.83
0.89
421.42
1 Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I

C42UA S.
ABTCO
ABITIBI BUILDING PRODUCTS
ABTco. Inc.
Siding Division
P.O. Box 98, Highway 268, Roaring River, North Carolina 28669
[phone]
June 14, 1994
Ms. Susan Wilson
Water Quality Section
P. O. Box 29535
Raleigh, NC 27626-0535�,
r;7
Per our phone conversation on June 13, 1994, I am forwarding this letter as tfS3
documentation that the ABTco Siding Plant at Roaring River, North Carolina has r„or-:.T
incre., ed production to 405,000,000 gross pounds of product per year. The renewal of 3 cz3n
ABTco's NPDES permit number NC0005266 is under your review. ABTco requests an ? �'
increase in TSS and BOD limitations in accordance with BPT effluent limitations for Wet o z�
Process Hardboard Siding (S1S) to the following:
Average of daily
Maximum for any values for 30 consecutive
Pollutant
one day
days
BOD5 (lb)
22,747
11,873
TSS (lb)
41,388
27,296
Please let me know if these calculations reconcile with your analysis. You may reach me
at [phone] ext. 342. Thank you for considering the change in our NPDES permit
renewal.
Sincerely,
Michael W. Blosser
Manager - Quality and
Technical Services
ja
cc: J. R. Caplinger
H. E. Browder
E. J. Burke

Page 1
Note for Cada Sanderson
From: Dave Goodrich
Date: Sat, Feb 12, 1994 6:13 PM
Subject: RE: Abitibi
To: Carla Sanderson; Coleen Sullins; Ruth Swanek; Susan Wilson
The regulation reads:
In cases where effluent limits established by Paragraph (b) Ii.e., the
effluent guidelines } of this Rule are not adequate to control settleable
solids, the staff shall establish effluent limts for settleable solids.
Such effluent -limitations for settleable solids will be applicable only
when the projected average solids concentration exceeds 5.0 tnl/l and
the limitations established shall he within the range of 0.1 ml/1 to
5.0 ml/l. The establishment of such limiations for any discharge. shall
be approved by the Director of the Division of Environmental
Management.
Even though it says "projected" average solids concentrations, do we have any data regarding
ACTUAL average EFFLUENT data? The way I read the regulation, we need to establish
that the EFFLUENT (not the stream) is averaging settleable solids at a concentration above 5
ml/l. This is an important distinction because we may already have this effluent data and I
feel certain we don't have instream settleable solids information.
I agree with Carla's suggestion of weekly monitoring. This measurement is very
inexpensive and would not be resource intensive as far as manpower. Also, during our visit
to the Winston-Salem Region last Tuesday, they were quite concerned with the solids being
put out by Abitibi (which has changed its name) and Cone Mills. I think they would back
weekly monitoring 100%.
As Coleen has commented, we should consult the region on the solids management plan and,
in general, on the timing for changes in the permit requirements. I believe we should put in a
drop -dead date for the submittal of such a plan in the special condition. The reference to the
biological study would probably be better if we put it in the cover letter to the permit.
If we're going to discuss it (and I think we should), how about early Monday or Wednesday
morning or in the staff meeting?
One last thing: Did we give them instream turbidity monitoring? I mentioned this at.the
meeting with Winston-Salem folks and they thought that would be good to do. From a
compliance standpoint, turbidity is easy to deal with since there is an instream standard.
From: Coleen Sullins on Sat, Feb 12, 1994 5:20 PM
Subject: RE: Abitibi
To: Carla Sanderson
Cc: Dave Goodrich; Ruth Swanek; Susan Wilson
I am -of the opinion that we should require the development of a solids management plan to be
submitted on a date certain for approval (I think that the region can help us set some kind of a
or � time schedule on this). I think we need to further spell out the regs, and I am not sure that
we want to phrase as you have, because it implies that they are required to comply with the
5mU1 limit beginning immediately. However, I think that the language can be modified just
c slightly and still have the same result (improved treatment). I would also ask for regional
input on the frequency of the monitoring, incase the can o rationall'function so that the
� P � Y g�
2/month would not catch the problem (doubt it, but you never know) Y
Settleable Solids Condition:

Page 2
Instream biological assessments immediately downstream of the Abitibi outfall have
documented —?—(perhaps some modification of the statement in the ESB report -
and didn't it say something about the biological assessment being "fair"? Also have you
discussed it further with those guys, perhaps they could help with the language from their
perspective of actually seeing it in the field). In order to address the contribution of the
Abitibi wastewater discharge, a solids management plan shall be developed and submitted for
approval by (the region may actually have some items that they specifically are looking
for in a solids management plan and may want it to be spelled out in detail in this condition.
The other option is of course to have them prepare a solids management study plan to be
reviewed and approved, then development of plan, then implementation). At the time of
permit renewal in _1999, a limit for settleble solids may be implemented to ensure
compliance with 15A NCAC 2B.0406 (d) (don't have my regs here, but this needs to be
spelled out in further detail). Monitoring data will be reviewed at that time to assess the
implementation of the solids management plan.
I apologize for all the holes and think that it may be useful for us all to take 15 minutes to sit
down and discuss it. Without having the information in front of me, I am afraid I am writing
off the cuff. Coleen
From: Carla Sanderson on Sat, Feb 12, 1994 4:06 PM
Subject: Abitibi
To: Coleen Sullins; Dave Goodrich; Ruth Swanek; Susan Wilson `\n�
What do you think about this language in the permit -
Set Solids (mVI) monitor weekly (or 2/month)
At the time of permit renewal in _1999 a limit for settleble solids may be implemented.
Monitoring data will be reviewed at that time to ensure compliance with 15A NCAC 2B.0406
(d). (Maybe this needs to be spelled out more.) �t� I
Something like this ok? I think we should ask for at least weekly monitomg since they may � j/-
be able to control solids if monitoring is less frequent. I think they should also know that we
-amdll put a limit on them at next go - around and they will need to comply with it I would like
to get this across so they don't give the song and dance about time frame to come into
compliance. Maybe this will need to be worded differently in that regard. Is it possible to
request them to submit a solids minimization plan sometime during the course of this permit?
Please let me know what you think.
Eu-D N6 I vrKd;t pkzlo yw
�pGr:C(.� rit�w�rir�
�o�`c� nuw plcvN.
JA it Ewa l

. PAGE 1
SIC CODES BETWEEN 2400 - 2499
PERMIT FACILITY
N"_ •
. NC0074691 INTERNATIONAL PAPER CHADBOURN
�q CONTACT: ROGER PYLE SIC CODE 2411
25 N. KERR AVENUE
WILMINGTON NC 28405
TELEPHONE: 919 / 392 - 6222
NCO023604 THOMASVILLE FURNITURE -LUMBER
62.1CONTACT: SHERRY STOOKEY SIC CODE 2421
P.O. BOX 339
THOMASVILLE NC 27361
TELEPHONE: 919 / 472 - 4000
NCO 39624 GEORGIA PACIFIC-ENFIELD
9�S}�14 LI CONTACT: LESLIE L.FILBEY SIC CODE 2421
P. 0. BOX 105603
ATLANTA GA 30348
TELEPHONE: 404 / 521 - 4000
NCO047007 ANS LUMBER COMPANY, INC.
CONTACT: CAR, MAYES SIC CODE 2421
��-f- P.O. BOX 25
WAVERLY 23890
TELEPHONE: 804 / 834�-�, 2831
NCO072168 GEOR'NAPACIFIC-WHITEVILLE/TBR
�9 CONTACT: RICHARD H.`BYRD SIC CODE 2421
240 STONERIDGE DR.,SUITE 308
COLUMBIA SC 29210
TELEPHONE: 803 / 254 - 424
fy �� y NCO073229 WEYERHAEUSER, AYDEN
CONTACT: J. D. PIERCE SIC CODE 2421
P.O. BOX 280
AYDEN NC 28513
TELEPHONE: 919 / 746 - 7200
NCO076724 COASTAL LUMBER CO./KINSTON
�V CONTACT: C.J.BRYAN,DIR.HU.RES SIC CODE 2421
PO BOX 829
W
TSS T`l
13 tota QI Js
NO
3o) 45 Eb"ll
30145 C or&
No
ATE
No
IQ
ELDON NC 27890
TELEPHONE: 919 / 536 - 4211 NO *bAT
NC'
C 8913 MACKEYS FERRY SAWMILL, INC.
�C�SoOO�1 CONTAC W. D. HARRIS SIC CODE 2421
ROUTE 3, B 198
ROPER NC 27970
TELEPHONE: 919 / 3 - 2950
m
No
IVU
No
. 1, , Z C on',
. 1) .2 E orl

. PAGE 2
SIC CODES BETWEEN 2400 - 2499
PERMIT FACILITY
I55-oo53o
SS 6064S'
NC0080519 LAMPE & MALPHRUS LUMBER CO.
CONTACT: JAMES MALPHRUS SIC CODE 2421
210 NORTH LOTH STREET
% j Q
SMITHFIELD NC 27577
�-
TELEPHONE: 919 / 934 - 6152 A
IO bATA
_ \ �O/n,
r-.,,nn
V`(,
NC 6391 EDINBURG HARDWOOD LUMBER CO.
CONTA LEON C. THOMPSON SIC CODE 2426
(�:C�jSI>71�1SP. 0. BO 9
WASHINGTON NC 27889
TELEPHONE: 919 / 758 - 7460
NC0075 LADD FURNITURE,INC/LEA LUMBER
CONTACT: GOODWIN SIC CODE 2431
I,,,J
412 HOGGARD M ROAD
WINDSOR NC 27983
TELEPHONE: 919 / 94 - 3151
NC0076180 JELD-WEN FIBER OF N.CAROLINA
RS,CORP. VP SIC CODE 2431
'2
�2 I� ROUTEC4,BOXTAN 1190
J
MARION NC 28752
�,
TELEPHONE: 704 / 724 - 9511
NC0003476 TION
�SKC
lc( Scpl(Do CONTACT: M.J.SIC CODE 2434
PO BOX 310
<-Oil
TARBORO NC86
TELEPHONE: 919 / 82
,NC0007561 TRIANGLE PACIFIC CORP/IXL DIV.
SIC CODE 2434
30)
)Z 14
12 8 TOXEYMIKE ROADSHOTWELL
NJ
ELIZABETH CITY NC 27909
TELEPHONE: 919 / 330 - 5541
NC0001791 YPSO PANEL COMPANY
CONTACT: E. CONAL AR AN SIC CODE 2435
//
J(/C 014P. 0. BOX 407
^�
CALYPSO NC 25
TELEPHONE: 919 / 658 - 25
NC00J66.555 GENWOVE U.S. LTD.
CONTACT: RUDO F CESARZ SIC CODE 2435
P.O. BOX 310
-1
` //
NV
A)o
INDIAN TRAIL NC 28079
TELEPHONE: 704 / 821 - 7628

. PAGE 3
SIC CODES BETWEEN 2400 - 2499
PERMIT FACILITY
155 - 00530
NC00�48_42 COLUMBIA CAROLINA CORP
6 CONTACT: LARRY K. EVANS SIC CODE 2435 T
1 -�3 P.O. BOX 1148 N V
OLD FORT NC 28762
TELEPHONE: 704 / 724 - 4113 N o bT-A
NC0005592 THOMASVILLE FURNITURE INDUST
CONTACT: SHE STOOKEY SIC CODE 2436
VCy OCdIZ315 ELIZABETH SIRE NW
LENOIR NC 28645
TELEPHONE: 704 / 754 - 1
NC0005801 GEORGIA PACIFIC-WHITEVILLE/PLY
CONTACT: RICHARD H BYRD SIC CODE 2436
q lyfl(p 240 STONERIDGE DRIVE SUITE 308
COLUMBIA SC 29210 3o) 4rC&,w
TELEPHONE: 919 / 642 - 5041
NC0040711 WEYERHAEUSER, MONCURE
CONTACT: JOSEPH W. KLOEKER SIC CODE 243.6
/(p 14 K'j P.O. BOX 290
02 MONCURE NC 27559
TELEPHONE: 919 / 542 - 2128 n^II
1VO
NC0060861 HOMASVILLE FURN.-SAWMILLS PLT \ J
��G o2zoCONTACT: SHERRY STOOKEY SIC CODE 2436
��ii P.O. BOX 339
THOMASVILLE NC 27360
TELEPHONE: 919 / 476 - 4
NC0006904 ORGIA PACIFIC-HERTFORD
CONTACT: STANL K. RICKER SIC CODE 2449
711 E. VANCE STREE
MURFREESBORO NC 27855
TELEPHONE: 919 / 398 - 4121
NC0047104 B. ARANT, INC.
CONTACT: JOSE BLANCHARD
P.O. BOX 1429
SIC CODE 2491
NEW BERN NC
28563
v
TELEPHONE: 919 / 633 -
5020
NC00792 GENERAL WOOD
PRESERVING CO.INC
/
CONTACT: L A. BOATRIGHT SIC CODE 2491
P. O.BOX 370
LELAND NC
28451
TELEPHONE: 919 / 3 -
3131
SS - oosq!;'
.1, .z-
rJ o ;�iar
• I ) . 2- C, o lly

PAGE 4
SIC CODES BETWEEN 2400 - 2499
PERMIT FACILITY
NC0006823 OMPONENTS CONCEPTS,INC.
CONTACT: THOMA MORGENSEN SIC CODE 2493
000 MASON WAY -PO BO 59
'7 THOMASVILLE NC 27360
TELEPHONE: 919 / 475 - 331
NC0005266 ABITIBI-PRICE CORPORATION
CONTACT: ERICH BURKE SIC CODE 2499
P.O. BOX 98
ROARING RIVER NC 28669
-
`i TELEPHONE: 919 / 696 2751
DSGKFIND/SCC/ONLINE
1 ljs-ooS3C� I SS- OO$c.K""'
/
21 I�q 32 c�� Iva
E- orA�

WHOLE EFFLUENT TOXICITY TESTING 01SELF-MONITORING SUMMARY) FBi.Oct 15, 1993
+- nn A(W.. Sep fRT Nnv
•ACIIJ t• a •.nr
..- ....
...
..
.. -
_-
FAIL
—
FAIL
—
—
FAIL
A9. CARTER. INC. PERM CHR LIM: 0%
FAIL
FAIL
—
FAIL
—
—
FAIL
—
—
NCOD6383S OeBin:2/193 Frtcutio,y: Q PIP A JAN APR JUL OCT
N..Comp:SPIQIE
N FAIL
—
—
FAIL
FAIL
FAIL
FAR
-
FAIL
Cnumy:GASTON Region: MRO Subbuin: CI1337
J01 FAIL
+N
—
FAIL
FAIL
FAIL
FAIL
FAIL
FAIL
FAIL
FAIL
FAIL
SPem.l
FAIL
FAIL
FAIL
FAIL
FAIL,PASS
FAIL
FAIL
FAIL
PF: 0.022
7Q100.69 IWC(%):4.7 Omer.
0 FAIL
FAIL
Ill
FAIL
PENUNG(s) PASS
PASS
FAIL
ABTun, INC. PERM AC LIM: 26898
Y 89 —
—
(P30)
—
—
NOW
—
Ni
—
IA
YA
NONE
>90'
—
—
NCODD52M Do&: I LOOM Frtque«y: Q A JAN APR JUL OCT
N.Comp:SNGLE
N NONE
—
—
>Bo
—
—
—
—
Coumy:Wn9P5 Regim:WSRO Subbuin:YADOI
91 >N'
—
—
25.8'
Am.
—
NONP
—
—
—
>t99•
LATE
2A.06'
76.95'
PF:1.0 5p.6.1
62 44.65'
72.36'
—
>100'
—
—
>100'
_
7Q102280 IWC(%):0675 tlmm
93 53.08'
35.36'
21.02-
50.0'
21.02'
W.95'
>1W
r.
MANCE OIL CO. PERM CHR LIM: 99%(GRAD)
S9 —
—WT/313
Ocgin: l/890 Fnymmy: Q PAr A MAR JUN SEP DEC
NmComp:
90 Nun(YALAMANCE
H
—
—
PASS
—
—
FAIL
Region: WSRO Subbmin:CPM2
N
91 —
PASS
Ni
—
—
FAIL
FAIL
FAIL
PASS
—
—
PASS
6peci.l
92 FAIL
FAIL
FAIL
FAIL
FAIL
:O.OD9
1000 IWC(%)1000 Ordw
B3 —
—
PASS
—
—
FAIL
M
Nl
ALREMAR(E W Wlp PERM CHR LIM: 90%
60 FAIL
PASS?
Ni
bt
FAR?
M
bt
FAIL
FAIL
FAIL
FAIL
FAIL
NCO0242U Be&! I I/L92 Fmquxy: Q POP A MAR JUN SEP DEC
NonComp:SNGLE
N FAIL
FAIL
FAIL
FAIL
—
PASS
FAIL
PASS
PASS
FAIL
PASS
LATE
PASS
b(
FAIL
Counly:STANLY Regius: MRO Suhbmn: YAD13
91 PISS
PASS
PASS
FAIL
PASS
FAIL
PASS
FAIL
PASS
FAIL
PASS
PASS
PF: 16.00 Speci.l
92 PASS
PASS
N3
—
—
PASS
7QIO 160 IWC(%)9392 Oulu'.
0 —
—
PASS
—
—
FAIL
PASS
—
LATE
ALCOA-002 PERM CHR LIW 16%
W —
—
—
—
—
—
—
—
s PASS
PASS
—
—
—
bt
bt
NC0004308rW2 Ik w:10/992 Flcgsmoy: Q P/F A MAR JUN SEP DEC
NonComp:
90 —
—
PASS
—
—
PASS
—
—
PASS
—
—
—
PASS
County: STANLY Region: MRO Subl uiv: YAD06
In PASS
—
PASS(s)
—
—
PASS(n)
PASS
—
_
FALL
PASS,PASS —
FALL
PF: NA Speci.l
Ih4e
a—
N PASS
—
—
PASS
PASS
—
—
—
—
FAIL
PASS
—
PASS
7Q10: NA IWC(%):NA
A-005 PERM:CHR LIM 9096 (GRAB) (DURING PHASE ID -SEE C(DO/308N05
Regis: 10992 Frequency: Q P/F A MAR JUN SEP DEC
N..Comp:SI NGIEnty:STANLY
Region: MRO Subbuin: YARN
R
91NA
Speci.l00.0
—
47.2•
IWC(%):I00.0 adee
9g —
—
—
—
—
A-052 PERM CUR LIM: 16%
BD —
—
—
—
PASS
—
—
—
PASS
PASS
_0D8308NI2
0egin:7)1/89 Pmlueney: Q PIP A MAR JUN SEP DEC
N.Comp:
90 —
—
PASS
—
—
M,F
PASS
PASS
PASS
—
—
PASS
m,5TANLY Region: MRO Subuin: YAI"
N
91 FAL
PASS
FAIL(.)
FAIL
PASS
PASS
—
FAIL
PASS,PASS —
PASS
NASPeci.l
ONer
92 —
99 —
—
—
PASS
PASS
—
—
—
—
FAIL
PASS
PASS
0 NA IWC(%) NA
AIJXANDl9l MIILI'WWIP NiRM CHR IAM: 11%
V 0 FAIL—
—
N3
PASS—
PASS
PASS
—
—
PASS
PASS
N00020320 Regis:VI91 Fsq-"r Q P/F A FU MAY AUG NOV
N—Co:
mp
90 PASS
—
—
PASS
—
—
NH
PASS
—
PASS
—
CoungAUfIIFRIORD Region: ARO Subhuln:CMOZ
91 PASS
—
—
hgl
—
PASS
—
—
FAIL
PASS
—
PASS
—
PF:0.20 Speei.l
Onkr
112 —
0 —
PASS
FAIL
—
PASS
—
—
PASS
—
_
PASS
7QM 113 DVC(%)2152
ALPHA CELLULOSE PERM CUR LIM:5.0%
Y w LATE
—
—
PASS
—
—
N3
PASS
PASS
—
—
PASS
LATE
PASS
—
NC000S.T21 Doti.: UTA)3 I LW.y:Q PN A Iq•3IMAYAUGNOV
NonCm,SNGI,U
W PASS
—
—
PASS
—
—
LATE
PASS
PASS—
—
Counly:ROEFSON bb Rcgim: FRO Suuin: LUM51
91 NAPASS
—
—
PASS
w
—
PASS
PASS
—
PASS
PF:A.O Speci.l
ONm
92 —
93 —
PASS
FAIL
—
PASS
—
—
PASS
—
FAIL
PASS
7Q10 IAO JWC(%)173
AMERADA HISS (GR@ISBORO) PURM:AS Hµ AC MONT EPIS—
NCO069256 0cgin:3/ISM9 Fruv ,: 50W)
N.Csmp:
Counly:GUII10RD Region:WSRO SuNuio:CPF08
91 —
—
>100
—
_
NONEIT:
Sped.1
@ —
—
_•
—
—
7QI00W IWC(%)NA Orde:
—
—
—
—
—
—
02con.ucurlvr Judor.=.i6nifcnm mwronrplinm< Y P. 1989 D.tu Avnilnhlo
LFAJNU:
PERM=Pemut Requirement IEf=Adminis9zovel,0,,r-Tuget Plequen"= Monimring fequcney: Q- Quart
M-MonIMY: BM- OimonWY;SA- SemiannwllY:A-Mnud1Y:OWfY Only when ditchuginB:U- Diuontinmd monimringrNuirtmem;l5-Conducw8+n pcn m
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IMr=P<rmitwdll. (MGD) IWC%=InNrtm aoecorKerrtruim PAr= Pn.IFul chic tut AC -Acton CIIR=Chronic
I1n.N•w1•wL14Br=IMiwn+w:>Ceo,>Iw+bun.n:nmMv.iA.briinr,: PLV.Cbn vnhra'-M•uolimnfnwrA rrnrnlnveahinlw.l rvxn.•nnwi•w; xllhrf,n rd by lNMAa Tn Gwn:N-Ond ma %HI�OHI'.I•wnum rx<•R.I
Rqn=ung N•..... --- = IAu. rn. mprrwJ; NR - Nut rgws•J: ( I 14gnu hrg n1 Oruos-r r r Prilily Anirby Swm: I hw+nro, N -Newly Iuue•Il I'n.• n.nn. q; l l -Ante 1wr n•..Ibrlwging; l M•xn Jw. uvuildda (br a>xuh ....... .o•m b

G+2 ► i 2 Z 5o YADKN.TXT
�ADVIAI R. Ar Mwy Zi
Tame °G
90/01/23
1110
0
8
90/04/17
1050
0
15
90/07/11
1035
0
25
90/10/09
1100
0
20
91 /01 / 15
1200
0
8
91/04/10
1045
0
17
91/07/15
1125
0
24
91/10/16
1105
0
14
92/01/30
1140
0
9
92/04/30
1120
0
16
92/07/07
1015
0
22
92/10/14
1230
0
17
93/01/27
1200
0
7
93/04/01
1145
0
14
93/07/06
1145
0
26
PO
90/01/23
1110
0
10.6
90/04/ 17
1050
0
9.2
90/07/11
1035
0
7.2
90/ 10/09
1100
0
8.2
91/01/15
1200
0
11
91 /04/ 10
1045
0
8.2
91/07/15
1125
0
7.4
91/10/16
1105
0
8.8
92/01/30
1140
0
9.4
92/04/30
1120
0
8.6
92/07/07
1015
0
7.2
92/10/14
1230
0
9.4
93/01/27
1200
0
12
93/04/01
1145
0
9.8
93/07/06
1145
0
7.4
(30P-
It
87/02/05
1015
0
1
87/04/14
1315
0
0.7
87/07/09
1120
0
3
87/10/06
1220
0
1.6
88/01/19
1130
0
4.1
88/04/14
1200
0
2
88/07/07
1130
0
1.5
88/10/12
1.145
0
1.7
89/01 / 19
1105
0
3.2
89/04/ 13
1030
0
1.6
89/07/18
1110
0
,0.7
89/10/23
1120
0
1.3
90/01/23
1110
0
15
90/04/ 17
1050
0
1.2
90/07/11
1035
0
1.3
90/ 10/09
1100
01
2.8
91 /01 / 15
1 1200
01
1.6
Page 1

YADKN.TXT
91/04/10
1045
0
2
91/07/15
1125
0
2.1
91/10/16
1105
0
1.8
92/01/30
1140
0
2.4
92/04/30
1120
0
2
92/07/07
1015
0
1.2
92/10/14
1230
0
1.6
93/01/27
1200
0
2.5
93/04/01
1145
0
1.8
93/07/06
1145
0
1..8
T55
,Q�
90/01/23
1110
0
15
90/04/17
1050
0
17
90/07/11
1035
0
25
90/10/09
1100
0
16
91/01/15
1200
0
16
91/04/10
1045
0
60
91/07/15
1125
0
26
91/10/16
1105
0
19
92/01/30
1140
0
10
92/04/30
1120
0
38
92/07/07
1015
0
34
92/10/14
1230
0
23
93/01/27
1200
0
35.
93/04/01
1145
0
50
93/07/06
1145
0
28
RUAGIDI
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90/01/23
1110
0
8.7
90/04/17
1050
0
12
90/07/11
1035
0
16
90/10/09
1100
0
11
91/01/15
1200
0
12
91/04/10
1045
0
31
91/07/15
1125
0
20
91/10/16
1105
0
12
92/01/30
1140
0
7.1
92/04/30
1120
0
23
92/07/07
1015
0
20
92/10/14
1230
0
17
93/01/27
1200
0
17
93/04/01
1145
0
26
93/07/06
1145
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18
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90/01/23
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90/04/17
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60
90/07/11
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90/10/09
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70
91/01/15
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91/04/10
1 10451
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Page 2

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0
85
92/07/07
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0
87
92/10/14
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69
93/01/27
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84
93/04/01
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93/07/06
1145
0
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1300
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90/02/12
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0
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90/03/12
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90/05/09
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90/12/05
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0
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8
93/02/09
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0
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93/03/08
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Page 3

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92/03/17
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Page 4

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93/05/05
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90/01/23
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90/02/12
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90/04/17
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90/07/11
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90/08/07
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90/09/11
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90/10/09
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0
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90/11/08
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90/12/05
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0
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91/01/15
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0
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91/04/10
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91/05/08
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0
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0
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91/07/15
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0
20
91/08/08
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0
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91/09/05
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0
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91/10/16
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91/11/13
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11
91/12/05
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92/01/30
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92/02/11
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92/03/17
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0
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92/04/06
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92/06/03
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92/07/28
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92/09/09
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92/10/19
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92/11/09
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Page 5

YADKN.TXT
90/01 /23
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90/04/17
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90/07/11
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90/10/09
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91/01/15
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92/01/30
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93/08/09
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93/09/09
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46
Page 7

cc: Permits and Engineering
Technical Support Branch
County Health Dept.
Central Files
WSRO
SOC PRIORITY PROJECT: Yes No X
If Yes, SOC No. _
To: Permits and Engineering Unit
Water Quality Section
Attention: Susan Wilson-+''---
M
V
it
Date: October 21, 1993
NPDES STAFF REPORT AND RECOMMENDATION
'v
co
County Wilkes
rn
=
Permit No. NC0005266
PART I - GENERAL INFORMATION
1. Facility and Address: ABT Company, Inc.
P. O. Box 98
Roaring River, N.C. 28669
2. Date of Investigation 930913
3. Report Prepared by: David Russell, WSRO
4. Persons Contacted and Telephone Number: Erich Burke (919)
696-2751
5. Directions to Site: From Elkin travel Hwy 268 towards N.
Wilkesboro approximately 1 1/2 miles after crossing the
Roaring River. Turn left on SR 2329. The plant is at the
end of the road.
6. Discharge Points(s), List for all discharge points:
Latitude: 360 11' 38" Longitude: 810 01' 5911
U.S.G.S. Quad No. C14NE U.S.G.S. Quad Name Roaring River
7. Site size and expansion area consistent with application ?
X Yes _ No If No, explain:
8. Topography (relationship to flood plain included): The WWTP
is located above the flood plain.
9. Location of nearest dwelling: None within 1000 feet of WWTP.

10. Receiving stream or affected surface waters: Yadkin River
a. Classification C
b. River Basin and Subbasin No.: YAD 01
C. Describe receiving stream features and pertinent
downstream uses: The Yadkin River flows through
agricultural areas downstream of the discharge for
.approximately 8-10 miles before reaching the Town of
Elkin.
Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1® a. Volume of Wastewater to be permitted: 1.0 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Waste
Water Treatment facility? 1.0 mgd
C. Actual treatment capacity of the current facility
(current design capacity)? 1.0 mgd (Based on
categorical standards)
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years.
e. Please provide a description of existing or
substantially constructed wastewater treatment
facilities; Screening, primary clarifier, aeration
basins, clarifier, DAF unit, sludge thickener; sludge
belt press, flow measurement
f. Please provide a description of proposed wastewater
treatment facilities. None known.
g. Possible toxic impacts to surface waters:
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: WQ
a. If residuals are being land applied, please specify DEM
Permit No. WO000461.
Residuals Contractor NA
Telephone No.
NPDES Permit Staff Report
Version 10/92
Page 2

b. Residuals stabilization: PSRP X PFRP `
Other
c . Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating
sheet). Rating sheet attached - Class IV
4. SIC Code(s): 2493, 4952
Primary 02 Secondary 16 18
Main Treatment Unit Code:.0 5 0 3
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved. (municipals only)?
2. Special monitoring or limitations (including toxicity)
requests:
3. Important SOC, JOC or Compliance Schedule dates: ,_(Please
indicate)
Date
Submission of Plans and Specifications _
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated. 1 mgd flow
- no other disposal options available.
Spray Irrigation: NA
Connection to Regional Sewer System: NA
Subsurface: NA
Other disposal options:
5. Other Special Items:
NPDES Permit Staff Report
Version 10/92
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
This facility manufacturers exterior hardboard siding. The
treated effluent is often high in BOD and TSS. The present
permit allows a daily max. of 17641 lbs. of BOD and 32097 lbs of
TSS. The effluent has been observed to contain 25% settleable
solids and still meet limits for BOD and TSS.
The existing permit's limits allow the company to use the
receiving stream as a dump. The daily maximum limit for TSS
allows 16 tons of solids to be discharged to the river. With
such a limit there is no incentive for the company to hold solids
in the treatment system. Solids not discharged must be treated
and land applied within the guidelines of the land application
permit, and this costs the company money. All other dischargers
into the river must meet much more stringent limits. The
dischargers into the Yadkin River are not playing on a level
playing field. DEM has taken enforcement action against
dischargers for violations of limits that equalled less than a
pound or two of BOD or TSS.
While I cannot recommend that the permit not be issued, I
feel the river and the citizens downstream would appreciate
tighter limits being imposed to better protect water quality.
Signature of report preparer
/e.L Water Quality Regional Supervisor
�CQ 007-0
Date
NPDES Permit Staff Report
Version 10/92
Page 4

If
ir•7't F�c :I '-F I lr-c 1 ._ F:" U is € 1= _: C C A
RUARING RIVER, NC
WASTEWATER 7-REATMENT SYSTEM
jorA44 LAGOON NUMBER 1
10-50HP aerators
6-75HP aerators]
��3i;-
WASi4
0. 06-75,,ja
SECONDARY CLARIFIER
sludge
flow meter
NUMBER 2—
aerators
flow meter
I
LLECTION BOX
flow meter
1
YADKIN RIVER
MILL
flo;--j meter
low meter
ISSOLVED AIR F
sl
BLENDED SL
TION UNIT
flow meter
ARY THICKENER
SLUDGE DEWATERING MACHINE
sludge
1
LAND APPLICATION
1
'IFIER
polymer

Name of Plant: 6-r c0
Owner or Contact Person: F—Acc
Mailing Address:__ P 0. 90)e n1
�SI�G 9
County: Lj,'jh5 Telephone: 96-- ;?7S/
NPDES Permit No. NCOOo S2-lair Nondisc. Per. No.
Issue Date:_ 5 yd 4 0l Expiration Date:
Existing Facility_✓ New Facility
Rated By:._ZA rr4 Date: - G- Qv)pueg10 11 -93)
Reviewed (Train. & Cert.) Reg. Office
Reviewed (Train. & Cert.) Central Office
ORC_ ,'2i?c feodlt.e,cs Grade �-
Plant Class: (circle one) 1
II
III Total Points 69?
ITEM POINTS
(5) SECONDARY TREATMENT UNITS
(1) Industrial Pretreatment Units and/or
(a) Carbonaceous Stage
Industrial Pretreatment Program
(i)Aerelion - High Purity Oxygen System ......
20
(see definition No. 33)
4
Diffused Air System ...........
10
(2) DESIGN FLOWOFPLANTINGPD
Mechanical Air System (fixed,
(not applicable to non -contaminated cooling waters, sludge
floating or rotor) ..............
.E
handling facilities for water purification plants, totally
Separate Sludge Reaeralion .....(i
closed cycle systems (def. No. 11). and facilities
i) Trickling Filter
consisting only of Item (4) (d) or Items (4) (d) and (11)
(d))
High Rate ...................
7
0 -- 20.000..........................
1
Standard Rate...............
5
20.001 .. 50,000..........................
2
Packed Tower...............
5
50,001 -- 100,000.... . . . .. . . . . .
3
(iii) Biological Aerated Filter or Aerated
100.001 •- 250,000 ..........................
4
Biological Filler ......................
1 0
250.001 -- 5oo,000..........................
500,001
5
(iv) Aerated lagoons.....................
10
•-1,000.000 ..........................
1,000,001 -- 2,000,000 ........................
1
T
(v) Rolaling Biological Contactors ..........
10
2,000,001 (and up) - rate 1 point additional for each
(vi) Sand Filters -
200,000 gpd capacity up to a
maximum of 30
intermittent biological .....
2
Design Flow (gpd) / 000,000
recirculating biological .....
3
(3) PRELIMINARY UNITS (see dehnrti n no. 32)
(vii) Stabilization Lagoons ...................
(a) Bar Screens
(viii)Claritier ..............
................................
or
1
................
(Ix) Single stage system for combined
(b) Mechanical Screens, Static Screens or
carbonaceous removal of BOD and
Comminuting Devices ........
©
nitrogenous removal by nitrification
(c) Grit Removal ...............................
1
(see def. No. 12) (Points for this item
or
have to be in addition to items (5) (a)
(d) Mechanical or Aerated Grit Removal ...........
2
(i) through (5) (a) (vii] ..............
B
(e) Flow Measuring Device .......................
1
(x) Nutrient additions to enhance SOD
at
removal ...............................
5
(f) Instrumented Flow Measurement ..............
(xi) Biological Culture (-Super Bugs') addition
(g) Preaeration ................
"" ......."'
2
to enhance organic compound removal .....
3
(b) Nitrogenous Stage
(h) Influent Flow -Equalization ...................
2
() Aeration - High Purity Oxygen System ...
20
(i) Grease or Oil Separators - GravityDiffused
i � l.. . . . .
2
Air System ........ .
10
Mechanical..........
3
Mechanical Air System (fixed,
Dissolved Air Flotation.
B
floating, or rotor) ......
B
(j) Prechlorination ..............................
5
Separate Sludge Reaeralion .....
3
(ii) Trickling Filler -
(4) PRIMARY TREATMENT UNITS
High Rate ..............
7
(a) Septic Tank (see definition no. 43) ..
2
Standard Rate ....... ...
5
(b) Imhoff Tank ..................................
5
Packed Tower............
5
(c) Primary Clarifiers .............. . .
©
(iii) Biological Aerated Filter or Aerated
(d) Settling Ponds or Settling Tanks for Inorganic
or Inorganic
Biological Filler .........................
10
Non -toxic Materials (sludge handling facilities
(iv) Rolaling Biological Contactors ............
10
for water purification plants, sand, gravel,
(v) Sand Filter -
stone, and other mining operations except
intermittent biological ........
2
recreational activities such as gem or gold
recirculating biological ........
3
mining)
(vi) Clarifier ..........................
5

'6) TERTIARY OR ADVANCED TREATMENT UNIT
(a) Activated Carbons Beds -
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 5)
without carbon regeneration ................... 5
(riot applicable to chemical additions ,:;led a s item .
w'
with carbon regeneration .................... 15
(3) (j). (5) (a) (xi). (6) (a), (G) (b), (i) (b), (/) (e),
(b) Powdered or Granular Activated Carbon Feed -
(y) (al, (9) (b), or (9) (c) 5 points each.: List:
without carbon regeneration ................. 5
• . • ...
with carbon regeneration .................:.
C Air Stripping c
---------- ------ .
5
.(d) Denitrification Process (separate process)
(e) Electrodialysis .............................. 5
(() Foam Separation ......................
(11; MISCt_LLANL'-OU�: UNITS
......
e Ion Exchange _ _ ... • • ..... _ _
(J) - • . • • • • • • • • • • •
(a) Holdi.,g floral s, Holding Tanks or Setting Ponds
.
i
(h} Land Application o! Treated
for Organic or Toxic Materials including wasles
(see definition no. 22b} (not applicable for
applicEffluenable
from mining operations containing nitrogen and/or
sand, gravel, clone and other similar mining
phosphorous compounds in amounts significantly
operations) �
greater titan is common for domestic wastewater
q ..........
4
r on agriculturally managed sites e def.
(No.) g y 4 (...
(b) Effluent Flow Equalization (not 'applicable to storage
10
basins which are inherent in land application systems).
2
•
(:i) by highratetr.filtratic;, a;, nc�,-aGrtculwraiiy
(c) Stage Discharge f,^Ot :,poll,^.,hlg tr: g{n{��r• ��cit�c
managed sites (includes rotary dislributorc
inherent in land application systems ........................................
5
and similar fixed nozzle systems) ........ 4
(d) Pumps.........: ........................... .......... .............................................._...-. 3O
="'
(iii) by subsurface disposal (includes low pressure
e Stand-ByPower Supply
() pp y
3
pipe systems and gravity systems except at
(f) Thermal Pollution Control Device: ............................................
2
plants consisting of septic lank and nitrifica-
tion lines only) ....................:........ 4
_
u
W Wcroseens ........................... . ..... . 5
TOTAL POINTS
S _ --
(j} Phosphorus Remo -/al by Biological Processes
CLASSIFICATION
(See def. No. 26) .......... . ................. 20
(k) Polishing Ponds - wilhoul aeration :...... 2
Class 1................................... 5 - == Points
with aeration ........... 5
(1) Post Aeration - cascade .............. 0
Class II ............................................ 26. 50 Points
Class III...........
diffused or mechanical ... 5
............................................... 51- 65 Points
Class IV ........................................................ 66- Up Points
(m) Reverse Osmosis ........ . .............:........ 5
(n) Sand or Mixed -Media Filters - low rate ........... 2
Facilities having a rating of one through four points, inclusive,
high rate .......... 5
do not require a certified operator. Classification of all other
(o) Treatment processes for removal of metal or
facilities requires a comparable grade operator in responsible
cyanide .................................... 15
charge.
(p) Treatment processes for removal of toxic
materials other than metal or cyanide .:....... i 5
Facilities having an activated sludge process will be assigned
a minimum classification of Class 11.
SLUDGE TREATMENT
(a) Sludge Digestion Tank - Heated.. 10
Facilities having treatment processes for the removal of metal
Aerobic ............... 5
or cyanide will be assigned a minimum classification of Class it.
Unheated . . . ... . . ..... 3
(b) Sludge Stabilization (chemical or thermal) .... . 5
Facilities having treatment processes for, the biological removal
(c) Sludge Drying Beds - Gravity , .... , .... •, • . _ • . 2
of phosphorus will be assigned
gnea minimum .classification of. Class
Vacuum Assisted ....... 5
Ili
.........
(d) Sludge E ondition r (c _ .. cal or thermal)
(e) Sludge Conditioner (chemical or thermal) .. _ ..... 6
In -plant processes and related control equipment which are an
(f) Sludge Thickener (gravity) ...................... 5
integral part of industrial production shall not be considered waste
(g) Dissolved Air Flotation Unit
treatment. Likewise, discharges o! wastewater from residences
(not applicable to a unit rates as (3) (i) ......... �ei
having a design, flew of 1.000 god or less, sihal! no! be subject to
rating.
(h) Sludge Gas U!ilizc:for, (fact;:ling g:.s sioragej �
(i) Sludge Holding Tank - Aerated ................ 5
ADDITIONAL COMMFNTS;
Non-aerale ............. 2
(j} Sludge Incinerator - (not including activated
carbon regeneration) ..... 10
(k) Vacuum Filler, Centrifuge or Filler Press or other
similar dewatering devices ......... . .......... 1 0
(5) SLUDGE DISPOSAL (including incicerated ash)
(a) Lagoons: ....................................... 2.
(b) Land Application (surface and subsurface)
(see definition 22a)
/
-where the, facility holds (fie land app. permit .. 10
-by contracting to a land application operator who
holds the land application permit ......:......... 2
!. +d :.pp!. C....vn O! S!L�y^e by a cc^tractor vino does
not hold the ,perrnit for the wastewater treatment
facility v.-here the sludge is generated ... _ .... _ to
(c) Landfilled (burial) .... :........... I ......:..... • 5
(9) DISUW-ECTIONI
(a) Chlorination ......:................. ..... 5
(b) Dechlorinalion ................ I ....... 5
(c) Ozone .......................... ... 5 .
(d) Radiation .......................... 5

+ N. C. DEPT. OF NATURAL RESOURCES AND COMMUNITY DEV. I FOR AGENCY USE
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C — MANUFACTURING AND COMMEROARL
SECTION I. APPLICANT AND FACILITY DESCRIPTION
Unless otherwise specified on this form all Items ale to be completed. If an Item IS not applicable Indlrnte'NA.'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INVIDAVED. RUAA TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Laeal Name of Applicant
(see mstructl Oats)
e. Malllne Addreat of Applicant
Iwo Instructions)
Number L Street
City
State
Zip Code
7. Applicant's Authorized Agent
(sea Instructions)
Name and Title
Number 6 Street Addre$S
City
State
ZIP Code
Telephone
4. previous APPllcation
If a Previous application for a
National or Federal discharge Per-
mit has been made, give the data
of application. Use numeric
designation for date.
Please Print or Type
— I ABTco. Inc.
e Highway 268, PO BOX 98
gose Roaring River
North Carolina
IOU
28669
1024
teia Erich Burke
Environmental Engineer
losb Highway 268 PO BOX 98
loss Roaring River
low
North
Carolina
28669
los.
910
696-2751
roof
Area
Number
Code
89 01
19
IOt
YR MO
DAY
1 certify that I am familiar With the Information contained In this application and that to the bast of my knowledge and belief such Information
is true. complete. And accuiit5.
Erich Burke /cab Environmental Engineer
Printed Name of Person Signing Title
q3 II 17
vR MO DAY
�J/.-1/1 letf
Signature, 1 Applicant or Authorized Agent �... Date Application Signed
Forth Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
any false statement representation, or certi ication 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 who falsifies, tampers with,
or knowly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management Commissio
implementing that Article, shall be guilty of a misdemeanor liunishable by a fine not to exceed.
$10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provio
a punishment by -a fine of not more than $10,000 or imprisonment not more than 5 years, br both,
for a similar offense.)

S. Fadlity/ActivIty (see Instructions)
Give the name, ownership, and
physical location of the plant or
othef operating facility where dlS-
eharge(s) does or will occur.
Name
Ownership (Public, Private or
Both Public and Private)
Check block If Federal Facility
and give GSA Inventory Control
Number
Location
Street i Number
City
County
state
S. Nature of suslness State the
nature of the business conducted
at the plant or operating faculty.
7. Facility Intake Water (see Instruc-
tions) Indicate water Intake volume
per day by sources. Estimate
average volume per day In thousand
gallons per day.
Municipal or private water system
Surface water
Groundwater
Other*
Total Item 7
�If there Is Intake water from
'other.' specify the source.
t. Faculty Water U", Estlii:ta
average volume per day in thousand
gallons per day for the following
types of water usage at the facility.
(see Instructions)
Noncontact cooling water
Boller feed water
process water (Including contact
cooling water)
Sanitary water
Other'
! Total Item e
*If there gra•discharges to
'other,' specify.
FOR AGENCY USE
C
If there is 'Sanitary' water use, give
the number of people served.
13 PUB
❑ FED
ABTco, Inc.
!WPRV ❑BPP
Highway 268, PO BOX 98
Roaring River
Wilkes County — —
North Carolina
Manufacturer -of Smooth One Side (S1S) Hardboard
Siding
AGENCY USE
NA
thousand gallons per day
1250
thousand gallons per day
30
thousand gallons per day
100
thousand gallons per day
1380
thousand gallons per day
Raw Materials (Wood Chips containing Moisture)
NA thousand gallons per daY
175thousand gallons per day
1198
thousand gallons per day
7 thousand gallons per day
-NA
thousand gallons per day
1380 thousand gallons per day
379
people carved �•
I-2

FOR AGENCY USE
9. All Facility Discharges and other
Losses. Number and Discharge (see
Instructions) Volume Specify the
number of discharge points and the
volume of water discharged or
lost from the facility according to
the categories below. Estimate
Number of Total Volume Used
average volume per day In thousand
Discharge
or Discharged,
gallons per day.
Po!nts
Thousand Gal/Day
850
Surface Water
Sanitary wastewater transport11;
system
Storm water transport system
a.},: ?itMift..
Combined sanitary and storm
';fINd2
water transport system
'1=(:
Surface Impoundment with no
effluent
Underground percolation
Well Injection91,.:
Waste acceptance firm
lA�1s1% il12•
10 �01502
Evaporation
y0lit::
2
28
Consumption
101iJl;s y
Other*
10lK1. �0lK�
Faculty discharges and volume
- ' 13 ` .'
1380
Total Item 9.
1aiT1 , 1,OglQ ;`
*If there are discharges to 'other
specify.
10lrf11
10. Permits, Licenses and Applications
List all existing, pending or denied Permits, licenses and applications related
to discharges
from this facility
(see Instructions).
Date
Date
Date
Expiration
Issuing Agency For Agency Use
Type of Permit
or License ID Number
Filed
YR/MO/DA.
Issued
YR/MO/DA
Denied
YR/MO/DA
Date
YR/MO/DA
�.�.a
°is) :..:
tb)
(o): �
�; aa)'�
• > ... a�3. ,
.: : Ell. -:�`�- ...
>`, . �pf., - ;,
;. �l a .,.
NPDES
NC0005266
92/10/16
92/11/30
NA
94/5/31
1•
NCDEHNR
NCDEHNR
it ermit
3909R14
93/7/13
93/8/31
NA
96/4/1
Non-- ,WQ0000461
92/9/15
92/9/30
NA
94/11/30
2•
NCDEHNR
NCDEHNR
' ::Stormwate
NCG040005
92/9/21
93/3/19
I -NA
97/8/31
V `#
Solid Was
e 97-03
NA
81/1/7
NA
NA
s.
NCDEHNR
Radioacti
e 097-034
-1 90/5/
0 90/6/
9 NA
95 6 30
NCDEHNR
11. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see Instructions)
12. Additional Information i
Item Number Information

FOR AGENCY USE
STANDARD FORM C — MANUFACTURING -AND COMMERCIAL
uul H I
SECTION II. BASIC. DISCHARGE DESCRIPTION
Complete this section for each discharge indicated in Section 1, Item 9, that is to surface waters. This includes discharges to municipal sewerage
systems in which the wastewater does not go through a treatment works prior to being discharged to surface waters. Discharges to wells 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. All values for an existing discharge should be repre-
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 FII.LING OUT THESE ITEMS.
1. Discharge Serial No. and Name 001
a. Discharge Serial No. 2018
(see instructions)
ABT'co, Inc.
b. Discharge Name
Give name of discharge. If any.
(see Instructions)
c. Previous Discharge Serial No.
If previous permit application 001
was made for this discharge (see
Item 4, Section 1). provide previ-
ous discharge serial number.
2. Discharge Operating Dates
a. Discharge Began Date If the
discharge described below is in 70 08
operation, give the date (within 202a
best estimate) the discharge YR MO
began.
b. Discharge to Begin Date If the
discharge has never occurred but NA
is planned for some future date, 202b
give the date (within best esti- YR MO
mate) the discharge will begin.
c. Discharge to End Date If dis-
charge is scheduled to be dtscon- NA
tinued within the next 5 years, 202a _—. __._
give the date (within best esti- YR MO
mate) the discharge will end.
3. Engineering Report Available
Check if an engineering report is
available to reviewing agency upon
request. (see instructions)
4. Discharge Location Name the
political boundaries within which
the point of discharge is located.
State
County
(if applicable) City or 1'owu
5. 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
1 203
204a
204p
204e
I•D
Agency Use
North Carolina
-- ------ �— 204d
Wilkes County so"
Roaring River Loaf
1 205a I AT
❑LKE
❑OCE
❑MTS
0MCS
c
This section contains 9 pages.

DISCHARGE SERIAL NUMBER
nni
Municipal Storm Water Transport
System
Well (Injection)
Other
If 'other' is checked, specify
i. Disehar" Point— Lot/Long Give
the precise location of the point
of discharge to the nearest second.
Latitude
Longitude
1 7. Discharge Receiving Water Name
Name the waterway at the point
of discharge.(see Instructions)
If the discharge is through an out -
fall that extends beyond the shore-
line or is below the mean low
water line, complete Item S.
o. Offshore Discharge.
a. Discharge Distance from Shore
b. Discharge Depth Below Water
Surface
s. 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 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 for routine mainte.
nance), check the months dur.
Ing the year when the discharge
is operating. (see Instructions)
:omplete Items 10 and 11 If "inter-
iittent" Is checked In Item g.a.
)therwlse, proceed to Item 12.
0. Intermittent Discharge Quantity
State the average volume per dis-
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.
12. Maximum Flow Period Give the
time period In which the maximum
flow of this discharge occurs.
801111111
toss
lOob
107a
2070
2028
209b
2098
20lb
12090
12/0
FOR AGENCY USE
❑ STS
WEL
❑ OTH
t
12tta
12122
1 212
36 DEG 11 MIN 38 SEC
81 DEG —MIN 08SEC
Yadkin River
For Agency Use
For Agency Use
303e
Malor
Minor
Sub
50 _feet
4
_._feel
9(con) Continuous
❑ lint) Intermittent
7
_days per week
JAN
fAFEB
[ MAR
OLAPR
IAMA�
0JUN
OJUL
OAUG
*EP
OOCT
E.NOV
DEC
NA. thousand gallons Per discharge occurrence.
F
NA hours per day
NA discharge occurrences per day
From NA to NA
month month
fi_�

r
DISCHARGE SERIAL NUMBER
001
13. Activity Description Give a
narrative description of activity
producing this discharge.(see
Instructions)
14. Activity Causing Discharge For
each 5 1 C 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 I of the Instruc-
tion Booklet. For SIC Codes not
listed in i able I, use raw material
or production units normally used
for measuring production.(see
instructions)
a. Raw Materials
21"
b. Products
SIC Code
11
FOR':AGENCY USE
I:13a) Combination.of process water from the manufacturing
of one side smooth exterior hardboard siding, wash
water from cleanup, boilersteam with associated —
process water and boiler scrubber.,discharge.
Maximum Unit Shared Discharges
Maximum Unit Shared Discharges
Name Amount/Day (See Table 1) (Serial Number)
2493
Hardboard -Sidi
g 775•/ day
7916sgasi)
NA
Smooth 1 Side
(SIS)
OR
365 million
ounds pro
ct per year; S1S,
11-3

15. Waste Abatement
a, Waste Abatement Practices
Describe the waste abatement
practices useo,on this discharge
with a brief narrative. (see
instructions)
b, Waste Abatement Codes i
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 occur
if possible.
DISCHARGF SEHIAl NUMDFR
001
FOR AGENCY USE !
)
Primary clarification
followed by an aeration
--- _
215a Narrative:—•----��
and a secondary clarifier
basin (10 million gallons) ----,
operated as an activated sludge system . Sludge is
removed from the basin using a DAF unit, a rotary
thickener and a belt press.
The sludge is land applied.
The sanitary portion of the
waste is treated in a
0_0075 MGD extended aeration package plant and is
discharged to the aeration
basin.
PSKIMC. (2)CNUTRI
BAERAT,
(3).
21sb- (1)
PSKIMC CFLOCC
STHICK
t6)
(a) (5)
SPRESS (BjSLANDD
(9)
(7)
lll)
(1 O)
(12) '
(14)
(13)
(16)
(19) . (20)
(21) '
(23)
(22)'
(24)
(25)
J
11-4

« DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE
k•�
16. Wastewater Characteristics
Check the box beside each constituent which B present in the effluent (discharge water). This determination is to be basW on actual analysis
or best astimste.(um Instructions)
°
Parameter
x
Parameter
a
Color
C°pper 1
01042
X
00080 X
Ammonia
X
Iron
01045
X
00610
Organic nitrogen
X
0 O51
X
00605
Nitrate
X I.
Magnesium
00927
X
00620
Nitrite
ManeaX O)OSS�W
X
00615
Phosphorus
X
Mercury °
71900
00665
Sulfate
X
Molybdenum
00945
01062
Sulfide
S
X
Nickel
01067
X
00745
Sulfite
Selenium
01147
00740
Bromide .
Silver
01077
71870
Chloride
Potassium
00937
X
00940
Cyanide
Sodium
00929
X
00720
Fluoride
X
Thallium
00951
01059
Aluminum
X
Titanium
01152
X
O1105
Antimony
X
Tin
01102
01097
Arsenic
Zinc
X
01002
01092
Beryllium
Algicides.0 `
01012
74051
Barium
Chlorinated organic compounds'
01007
X
74052
Boron
Pesticides*
01022
74053
Cadmium
Dil and grease
X
01027
00550
Calcium
Phenols.
X
00916
X
32730
Cobalt
Surfactants
X
01037
38260
Chromium
Chlorine
01034
X
50060
Fecal coliform bacteria
Radioactivity
74055
X
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. 20250, June 1972, as
required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Insecticide,
Fungicide, and Rodenticide Act.
I1-5

001� FOR AGENCY USE-
I
17. Description of Intake and Dkeharfe
For each of the parameters listed below, enter In the appropriate box the value or code letter answer called for.(mw Instructions)
In addition, enter the parameter name and code and all ►aqulred values for any of the following parameters If they were checked In Item 16;
ammonia, cyanide, aluminum, arsenic, beryllium, cadmium, chromium, copper, lead. mercury, nickel, Wenlum, zinc, phenols, all and grease.
and chlorine (residual). _
Influent Effluent
1
a
O Y �i r, � O
Parameter and Code -^ > ° G
CA
E E
za H
n i (2) (3) (4) (5) (6) M 118)
Flows
i
Gallon per day
50050 (MGD)
1.250
.175_
.85
.16
1.20
CONT
65
NA
PH
units
0040
00400
7.0
8.3
6.4
8.4
5/7
50
G
Temperatura (winter)
74026Degrees C
20.0
5/7
80
G
5.5
5.5
.1 5
3,0
Temperature (summer)
X%KX De rees C
X IX 74025 g
21.0
21.0
22 5
30.0
5/7
170
G
Blochemic al Oxygen Demand
(DOD 5day)
Mtn
00310
003
0.8
NA
800
105
2100
5/7
250
24
Chemical Oxygen Demand (COD)'
I
00340
10.0
NA
4700
883
18470
1/7
52
24
Total Suspended (nonflitemble)
Solids
OVA
NA
NA
2200
240
6250
5/7
250
24
00530
Specific Conductance
micromhosJcm at 25°. C
50
8H
1410
3670
5/7
250
G
OD095
Settleable Matter (residue)
JNA
ml/I
NA
NA
NIA
NA NA
A
00545
*Other discharges sharing intake flow (serial numbers).(see instructions)
II.6

DISCHARGE O lSERIAL NUMBER
l:OR AGENCY USE
17. (Cont d.)
Influent
Effluent I
>
Parameter and Code
q
> o p <
o
CL
�3..'
e A
C
xoWQ!
X
G
7 c
E
cc
A
�OwQ
LiuZQ
H
(1)
(2)
(3)
(4)
(S)
(6)
(7)
(8)
Ammonia 00610
NA
NA
.75
.10
41.9
3/7
150
24
Aluminum (01105)
NA
NA
21
6.9
46
1/365
1
24
Chromium (01034)
NA
NA
.053
.039
.100
1/365
1
i 24i
Copper (01042)
NA
NA'
•.054
.008
.140
1/365
1
24
'Lead (01051)
NA'
NA
.074
0.0
.208
1/365
1
24
Nickel. (01067)
NA
NA
.090
.014
.152
1/365
1
24
Zinc (01092)
NA
NA
.469
.116 -
1.051
1/365
1
24
Phenols (32730)
NA NA
Oil and Grease (00550)
NA NA
18. Plant Controls Check if the fol-
lowing plant controls are available
for this discharge.
Alternate power source for major
❑ APS
Pumping facility.
Alarm or emergency procedure for
UALM
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 If the
discharge Is treated with any con-
ditioner, Inhibitor, or alglcide,
answer the following:
a. Name of Material(s)
2t9a
NA
b. Name and address of manu- NA
facturer 1j`>fp
C. Quantity (pounds added per 4 fy NA
million gallons of water. treated).
150 0.0 9150 5/7 250 G
NA NA NA NA NA NA
1I-7

DISCHARGE SERIAL NUMBER
001
d. Chemical Composition of these
additives (see Instructions).
_ #"
<s,r
Complete items 20.25 If there is a thermal discharge
wand/of
r
plant, eel mill
ll,Petroleum refinoery, oorr any other
and the total discharge flow is
manufacturing process)
10 mlllion gallons par day or more. (sea instructions)
20. Thermal Discharge Source Check
the appropriate Item(s),Indiatinpy"
. A.
the source of the discharge. (see
Boiler Slowdown
Boller Chemical Cleaning
"
Ash Pond Overflow
::x
Boiler Water Treatment—°Evapora
ter Slowdown
Oil or Coal Fired Plants — Effluent
from Air Pollution Control Devices
Condense Cooling Water °
Cooling Tower Biowdown ,
Manufacturing Process
Other
21. Discharge/Receiving Water Temper-
atum Difference °
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
(see instructions)
1a
Summer
Winter
22. Discharge Temperature, Rate of
Change Par 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, 2% 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
'9:C
24. Water Intake Velocity
(see Instructions)`:i?'>
25. Retention Time Give the length of
g.
time. In minutes, from start of
water temperature rise, to discharge
of cooling water. (see Instructions)
NA
❑ BLBD
❑ BCCL
❑ APOF
❑ EPBD
❑ OCFP
❑ COND °
❑ CTBD
❑ MFPR
❑ OTHR =
—OF.
OF.,
—OF./hour
3O% 1
5%
1%
Maximum
of
OF
op
of
of
of
of
OF
feet/sec.
minutes
u-8
POIt Ar.FNCY USE1
r

DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE
26. Additionallnformation
2"
item
nnormauon
'In -plant intake -water 175
000 Qallans per
day)
17
The boiler feed water fraction of
the intake water
(14% of total
from river) is treated by
flocculation and
clarification
_intake
followed by anion. exchange unit
to condition the
feed water.
i
Il-9

FOR AGENCY USE
2`
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION M. WASTE ABATEMENT REQUIREMENTS & IMPLEMENTATION (CONSTRUCTION) SCHEDULE
This section requires Information on any uncompleted implementation schedule which may have been Imposed for construction of waste abate•
nt facilities Such requirements and implementation schedules may have been established by local, State, or Federal agencies or by court
me
action In addition to completing the following Items, a copy of an official Implementation schedule should be attached to this application.
IF YOU ARE SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF
AUTHORITY IMPOSING DIFFERENT SCHEDULES (Item la.) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
(Item lc). SUBMIT A SEPARATE SECTION III FOR EACH ONE. FOR AGENCY USE
1. improvementsPON
a. Dlsehsrga SerYl Number ,• ., .
Affected List the discharge
serial numbers, assigned In
Section 11. that are covered by
this Imply mentation schedule.
b. Authority Impeaing Require'
ments Check the appropriate
Item Indicating the authority for
implementation schedule. If
the Identical implementation
schedule has been ordered by
more than one authority. Check
the appropriate Items. (sea
instructions)
Locally developed plan
Arsawk)e. Plan
Basic Plan
State approved implementa.
tion schedule
Federal approved water
quality standards Implementa-
tion plan.
Federal enforcement proced-
ure or action
State court order
Federal court order
c. Facility Requirement. Specify
the 3-character code of those
listed below that best describes
In general terms the require-
ment of the Implementation
schedule and the applicable six -
character abatement code(s)
from Table It of the Instruction
booklet. If more than one
schedule applies to the facility
because of a staged construction
schedule, state the stage of corn
struction being described here
with the appropriate general
action code. Submit a separate
Section III for each stage of
construction planned.
❑LOC
❑ARE
❑BAS
❑SQS
❑WQS
❑ENF
[]CRT
❑ FED
3-character
(general)
6-character
(specific)
(see Table.11)
e
New Facility
Modification (no Increase In capacity or treatment)
Increase In Capacity
Increase In Treatment Level
Both Increase in Treatment Level and Capacity
Process Change
Elimination of Discharge
NEW
MOD,
INC
INT
I CT
PRO
ELI
This section contains 2 pages.

FOR AGENCY USE
!. 1mpMmenation Schadua and !. AeWal Companion Dab,
Prmid, data Imposed oY XhOdula Ono any actual Oat" of compatlon for Intplamenlatlon MPS Iliad Wow -
Indicate data as accurstely as PmsDa. (,ee Instruction,)
lmpamanatlon Stem
a. prMlmlmry plan complete
D. Final pan WpmWlon
4 Final plan compiete
Q Financing compete L contract Owarded
4 Site mQUIred
/. Bepin action (e,q.' condtructlon)
a End action (a.4, congm0lon)
n. Discnarpo Began
E operational level atalnel
2. SctleduN(Yr./Mo./DSY)
to
ti,
R —/—/-
3. ActuOI COmpatlOn (YL/Mo./Day)
III-2 crd Of 5-741

N. C. DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
11111111
APPLICATION NUMBER
DISCHARGE SERIAL NUMBER
REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
Parameter;
(Code)
•�sn))
^
b
o• �'
��3a
., a,
u u
F^ i
E3<
Av .1
Ism p
u
G<
E
a•�
I>
E
f>
`o
LL<
�' ax,
Z<
r
(3) ..
(4)
f.0
(b)- ., ....
(7)
ie)
REMARKS:
I certify that I 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.
II 17 9 3
Erich Burke
Environmental Eng.
Date Form Completed
Name of Authorized Agent
Signature

Directions. —For each parameter listed, complete the
information requested in each column in the units specified
according to the instructions given below.
Column L—Enter the daily average value of the intake
water at the point it enters the facility. If intake water is
from more than one source, and enters the facility at
separate entry points, the value given in column 1 should be
weighted proportional to the quantity of flow contributed
from each source. If water is treated before use, completion
of this column is not required (see instructions for column
2). Values of intake are not required for mining activities.
Column Z—if all or part of intake water is treated before
use, provide values for total intake here instead of in'
Column 1. Also describe briefly in item 26 "additional
information," the type of treatment performed on intake
water (e.g., rapid sand filtration, coagulation, flocculation,
ion exchange, etc.) and the percent of intake water
contributing to this discharge that has been treated.
Column 3 —Supply daily average value for the days when
discharge is actually operating or is expected to be operat-
ing (a new discharge). Daily average values are to be com-
puted by weighting the daily value.in proportion to the daily
flow. If a discharge occurs irregularly, the value supplied
in the column marked "Daily Average" should represent
an average for the average for the days the discharge actually
occurs. Average values are not to be supplied for pH,
specific conductance, and bacteriological parameters (e.g.,
coliform bacteria).
Columns 4 and 5.—Supply minimum and maximum value
observed (or expected for new discharge) over any one day
when the discharge is operating.
Column 6.—Specify the average frequency of analysis for
each parameter as number analyses per number of days (e.g.,
"3/7" is equivalent to three analyses performed every 7
days). If continuous, 'enter "CONT." When analyses are
conducted on more than one individual grab sample col-
lected during the same day, the analysis frequency should
reflect one analysis whose value is the average of the
individual grab sample measurements. Average frequency
should be based on an operating month.
Column 7.—Specify the number of analyses performed at
the average frequency specified in column 6, up to 365.
Column 8.--Specify sample type as follo:+s: .
G For grab sample (individual sample collected in less
than 15 minutes).
#C For composite sample "#" is to be replaced by 0
.average number of hours overwhich the c+�rcF:•:1:
sample was collected. Composite samples are
binations of individual samples obtained at inn c•. ".I..
over a time period. Either the volume of eacl, in-
dividual sample is directly proportional to disch.+r�e
flow rates or the sampling interval (for constaw-
volume samples) is inversely proportional to t�..
flow rates over the time period used to produe•• 1�k
composite.
NA if "CONT" was entered in column.6.
Analytical methods. —Appendix A contains all paianretars
with their reporting levels, test descriptions, and referem.-C'..
The parameter values can be determined either by use of oo.
of the standard analytical methods as described in table A or
by methods previously approved by the EPA Retie-nal
Administrator or Director of a federally appon,ed Slate,
program (or their authorized representative%) whi:::
jurisdiction over the State in which the discharge ut.t.-s I
the test used is not one shown in table A. the test n600 •'.urt
should be referenced in "Remarks" or on 'a separate •I-- , _- '
values are determined to be less than the detectable hinit (as
determined by referenced standard analytical te0nm•r.w,
and/or instrument manufacturer's literature), specify ' IA,/
(value of detectable limit)" in the appropriate apace. i
example, if the detectable limit is .005 mg/I and giiaitt►tie,
of less than this are determined, specify "LT .005." Do n++;
enter descriptors such as "NIL," "TRACE;' "NEG," Sic,
for this purpose. if it is your reasoned judgement that one or
more of the required parameters' is not present in the initial
untreated or treated process water and/or the discharge.
enter an "A" (meaning "absent") in the appropriate space.
In order for values reported to be representative, it is
recommended that they be based on from at least five to
seven analyses of composite samples (if applicable). Each of
the c6niposite samples should be obtained by compositing
frequent samples in proportion to flow over an operating
day. Samples should be taken during period of maximum
production, if possible. If samples are taken at periods of
less than maximum production, state in "Remarks' the
percent of maximum production that was obtained ditring
the sampling period.
GPO 665.710
,a