NC0000078_Wasteload Allocation_19881116

NPDES DOCUHENT SCANNING COVER SHEET
NPDES Permit:
NC0000078
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Report
Speculative Limits
Instream Assessment (67b)
Environmental
Assessment (EA)
Permit
History
Document Date:
November 16, 1988
This document is; printed an reuse paper - igiiore aay
content on the re'rerrae aside

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary N:'vember. 16, 1988 Director
Jim Greenfield
USEPA Region IV
345 Courtland Street
Atlanta, GA 30365
Dear Jim:
Please find enclosed notes regarding the wasteload allocation derived
for Ecusta Corporation (NPDES # NC0000078). Please feel free to call if you
have questions or need additional information to review the allocation.
Sincerely,
,aCt z.P.0
Randy Dodd
RD/gh
Enclosure
cc: Dale Overcash
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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MEMORANDUM
T0:
FROM:
THRU:
DIVISION OF ENVIRONMENTAL MANAGEMENT
October 3, 1988
Dale Overcash
Randy Dodd
Trevor Clements
Steve Tedder.
SUBJECT: Response to letter from Ecusta
I have reviewed the attached letter (9/16/88). The instream sampling
program (item 2) should be sufficient to document oxygen concentrations at
the downstream station.. The proposed NH, sampling frequency (monthly)
(item 6) should be sufficient to document effluent concentrations.
I have no comment on the other items at this time.
RD/gh
Attachment

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary September 20, 1988
Mr. R.J. Gussman, Director
Environmental Affairs
Ecusta
P.O. Box 200
Pisgah Forest, NC 28768
Dear Mr. Gussman:
SUBJECT: DRAFT Permit Comments
NPDES No. NC0000078
Ecusta
Transylvania County
R. Paul Wilms
Director
This letter is to acknowledge receipt of your letter dated
September 16, 1988, containing comments on the subject DRAFT
Permit. The Division of Environmental Management will consider
your comments in making its decision on the issuance of the
permit. If you feel that your comments are not addressed in the
issued permit, you may request an adjudicatory hearing in
accordance with Chapter 150b of the General Statutes of North
Carolina within 30 days of issuance of the permit.
If you have any questions, please contact me at (919)
733-5083.
Sincerely yours,
A
M. Dale 0vercash, P.E.
Supervisor, NPDES Permits Group
cdb/
cc: Forrest Westall
Trevor Clements
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

P.O. BOX 200 • PISGAH FOREST. NORTH CAROLINA 28788 • TELEPHONE [phone]
Mr. A. Mouberry
North Carolina Department Of Natural
Resources And Community Development
Division Of Environmental Management
P. 0. Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Mouberry:
September 16, 1988
SEP 19 1988
0ERMITS & ENGINEERING
Mcusta 04.t4,t4A. �
Mt)opqmjelf y
ill (1 " 44*
Subject: Draft NPDES Permit
No. NC0000078
The receipt of the above subject draft for the Ecusta Division's Facility at
Pisgah Forest was the result of the culmination of efforts of a number of
people. I appreciate not only your assistance but, also, the assistance of
your personnel both in Raleigh and in the region in the development of this
permit. In particular, I appreciate the assistance of Mr. Gary Tweed of the
Asheville office of the Division of Environmental Management with whom I have
reviewed these comments. There are, though, still some concerns with this
draft permit:
1. Under Section A, "Effluent Limitations and Monitoring Require-
ments", we would appreciate it if the term "daily" under
Measurement Frequency was defined. I understand from Gary
Tweed in Asheville that daily means only five days per week.
We would appreciate it if you could change the word "daily"
to "5/week" both on the summer and winter effluent limitation
monitoring page. I remind you again that this laboratory only
operates five days a week, that our effluent from our waste-
water treatment plant is discharged after a 12-i day retention
period, and all previous permits have defined "daily" as five
samples per week.
2. Under Measurement Frequency, we propose that the upstream and
downstream sampling for temperature, dissolved oxygen, and
conductivity be changed to three times per week during July,
August, September, and October, once per week during April,
May, and June and once per month during the remaining months
of the year. This will combine the upstream and downstream
monitoring to a schedule similar to that contained in the last
NPDES permit and more efficient use of our resources.
I: C v S T A CO R P O I( rA T ION

.
Page 2
3. At the bottom of the page of the "Effluent Limitations and
Monitoring Requirements" for the discharges from Outfall Nos.
002 and 003, there is a note that "monitoring requirements only
apply if chlorine is added to the cooling". From discussions
with Mr. Gary Tweed on September 1st, it is my understanding
that this would only apply if we add additional "chlorine" to
the cooling water after it leaves our finished water plant.
This is important since we do chlorinate all of our finished
water so that it contains a residual chlorine level of between
0.2 and 0.5 milligrams per liter.
4. The last two paragraphs in Section H "Priority Pollutant Con-
ditions" relate to log debarking processes, plywood manufacturing,
and a phosphorus limitation. Neither of the former are done at
this facility. The Ecusta Facility at Pisgah Forest manufactures
only paper from either purchased wood pulp or flax fiber. In
addition, there is no phosphorus limitation in the permit; there-
fore, the third paragraph in this section is redundant. We
propose that both of these paragraphs be omitted.
5. In relation to the actual priority pollutant analyses contained
in Section H, even though you require all of the parameters
listed in Table II and Table III of Appendix D of 40 CFR Part
122 to be analyzed of our effluent on an annual basis, you should
be aware that the Environmental Protection Agency has exempted
parts of the Paper Industry from those sections of Table II that
relate to the base/neutral and the pesticides fractions.
We also have some concerns about the statement that "other sig-
nificant levels of synthetic organic chemicals must be identified".
Our last priority pollutant analyses conducted in 1988 as well as
the previous priority pollutant analyses conducted in 1983 only
indicated the presence of three items detected above their
detection limits. Because of this, I question the need for us
to determine the largest 10% of the GC/MS peaks for other than
the priority pollutants. This also seems redundant in light of
Section G which would require a toxicity reduction program if the
effluent fails the chronic toxicity test. Such a program would
require such an analysis of the GC/MS peaks. I would, therefore,
suggest that instead of analyzing for all of the items listed in
Table II and Table III of Appendix D that we only analyze for all
metals, cyanide, and phenol listed in Table III and the volatile
and acid fractions listed in Table II on an annual basis.
6. Under Section A, "Effluent Limitations and Monitoring Requirements
(Summer)", we propose that the "NH3 as N" measurement be conducted
monthly rather than weekly. This request is based on:
a. The lack of variability in our effluent. This is covered in
detail in my letter to C. Wakilid of the DEM dated 7/14/88.
b. Currently, the State of North Carolina monitors both upstream
and downstream of our discharge. Among other parameters,
samples are taken for NH.-N analyses on a regular basis.
Results from this analysis indicate the very uniform impact
that Ecusta has on the receiving stream.

Page 3
c. We have never used and have no foreseeable plans to add
NH3-N to our wastewater treatment as a nutrient. Currently,
our only use of NH3 in our process is in the makeup of a
starch solution used as a paper machine sizing agent. The
total amount of NH3 used in 1987 was less than 13,195 gallons.
Since this is used almost continuously, this is equivalent to
an average discharge of 0.69 mg/1 of NH3-N into our primary
wastewater treatment plant. This assumes that no NH3 is
vented to the atmosphere. ,This usage has been constant for
at least five years.
Again, I appreciate this opportunity to review this draft permit and assure ou
that Ecusta will continue to work with your department in developing a y
which is fair and equitable and which accomplishes our joint objective of rmit
protecting our valuable resources.
Sincerely,
ECUSTA DIVISION
P. H. GLATFELTER COMPANY
7f . 4.44q1-1(.4.166.
R. J. Gussman, Director
Environmental Affairs
/bh
cc: D. W. Monk - Ecusta
G. Tweed - Division Of Environmental Management, Asheville, N.C.

State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
September 29, 1988
MEMORANDUM
To: Arthur Mouberry
Permits and Engineering
Through: Forrest R. Westall
Regional Water Quaervisor
From: Gary T. Tweed, P.E.
Environmental Engineer
Subject:
Review and Comment
Draft Permit No. NC0000078
Ecusta
Transylvania County
David R. Spain
Regional Manager
The requested changes to subject draft permit submitted by
the Company on September 16, 1988, have been reviewed and
comments are offered in order as address by the Company:
1. There is no objection to writing daily frequency as
5/week. This is consistent with regulations and the
current permit.
2. The stream monitoring frequencies requested for
temperature, dissolved oxygen, and conductivity .are
acceptable and consistent with current permit.
3. Chlorination of finished water should not result in -
monitoring on 002 and 003 unless chlorine is added
in cooling water for later treatment processing.
Therefore, Mr. Gussman's understanding is correct.
4. Since Ecusta does not have log debarking and phosphorus
limitations the last two paragraphs of section H can
be deleted.
Interchange Building, 59 Woodfin Place, P.O Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Arthur Mouberry
Memorandum
September 29, 1988
Page Two
5. The request to only analyze for all metals, cyanide, and
phenols listed in Table III Appendix D of 40 CFR and
the volatile and acid fractions listed in Table II on an
annual basis is acceptable since other compounds have not
been identified by the priority analyses. A full
priority pollutant analysis as required be regulation every
five years as the permit is renewed is sufficient.
6. The requested change to monthly NH3-N monitoring is
acceptable.
Since the proposed changes are directed to monitoring it is
recommended that the draft permit effluent pages be changed
accordingly. Should there be any questions please contact this
office.
GTT

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOOOO V
FACILITY NAME: (;cr s7-0.- .1)i05%61 of r, /7• f /QF 14-er CO.
Facility Status: EXISTING_- PROPOSED
(circle one)
Permit Status:, RENEWAL MODIFICATION UNPERMrrIED NEW
(circle one)
Major Minor,
Pipe No:
CcI
Design Capacity (MGD):
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
RECEIVING STREAM: Irene
Class:
Sub -Basin•
grand 7C;J2r
�
0 _� —0/
v
Reference USGS Quad:
County:
Regional Office:
(circle ens)
Requested By -
Prepared By:
Reviewed By:
Trrir15ylVCA r; ,
'56-C) (please attach)
Fa Mo Ra Wa Wi WS
Date:
C , /k'aiDate: `6 (2- I Te
Modeler
Date Rec. # -
3'3' SS 452.c
Drainage Area (mil) 22( Avg. Streamfiow (cfs)-
(cfs) 1 s7 Winter 7Q10 (cfs) t 1 30Q2 (cfs)
Toxicity Limits: IWC Z( % (circle one) Acute
Instream Monitoring:
'DO 1 Co,J.,cL
Parameters
Upstream L .
Downstream sL
lures (e -NJ I — O CC- .1o..,
.(.� wee (= A-
_r. l - .ivva e. 1
w •.. wao Je ws
64.:{✓t7.
bAv.aseN Q.k GR. aR 'G rtt4
Location t= 42-�"' `a'` ;a8?-b. N R.4 15 Z
Location L0(2-5k L4ef4TteeJ
la IS %---.let b4.1e,0 4,0+11,1
Effluent
Characteristics
tkdi #0S1!u- Matt u
Mew tATntei .4t_
BOD 5
y 5-97 /a 1174 iD
e t n `1 1Vt, t Ss 3 `l t
NH3 N (mg/I)
c,c., ( weak()
tM,o':�`�-o.rcI
D.O. (mg/1)
y 4
TSS (iu M 1t l5
lti s- SZ94%
i►ss5- ?zLt L
F. Col. (/100m1)
pH (SU)
4 ..'k 1 _q
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ere,e1".6de
ii,oZ4tlt
11. b'2, `it
phy.e'S
"Or. e-L.to✓e e t.L
y. 23 %
4. 1.3 'clan
PL
Comments: x.'c ,` `r�e v < 1-4-444-4. (s a c
y -��/

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics
Month y
Average
,f
Daily
Maximum
Comments
BADS
190.3•0
/1 c16,z. ,o
QPl
753
// _5 , 'CO
a 2, 4'44 � 0
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Opt
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y. Oa
BAT
Tr ► c,C,C( 1bel e.aS
_
((. z. 3
Prr
Type of Product Produced
Lbs/Day Produced
Effluent
uidelinenReference
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R
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Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
NC0000078
ECUSTA
IND.-PULP & P PER
EXISTING/ U pNUQL
FRENCH BROAD RIVER
C
040301
TRANSYLVANIA
ARO
LULA HARRIS
3/3/88
F8SW
wasteflow (mgd):
5-Day BOD (mg/1):
Ammonia Nitrogen (mg/1):
Dissolved Oxygen (mg/1):
TSS (#/d)
Fecal Coliform (#/100m1):
pH (SU): 6-9
Pentachlorophenols (#/d):
Trichlorophenols (#/d):
RECOMMENDED
Mon avg
27.5
20
E
4
Request No. :4520
Water Quality
RECEIVED
JUL e Iy��
PERMITS & ENGONEERING
Draii ge Area (sq mi)
Avera e Flow (cfs)
Summer 7Q10 (cfs)
Winter 7Q10 (cfs)
30Q2 (cfs)
EFFLUENT LIMITS
Da Max
( 4587#/d*) 40
Cgvo #,0,4
4
11585 22448
4.02
4.23
MONITORING
JUN30988
Asheville I e,tii,S; i ('ice
lshevi!!e, North Carolina
: 11221 .
: 552
: 157.
: 191.
wq
wq
bpt
bpt/wq
bat
bat
Upstream (Y/N): Y Location: DAVIDSON RIVER NR MOUTH AND RM 192
Downstream (Y/N): Y Location: AT CURRENT LOCATION
COMMENTS
RS-Gr"M••ENn EFFT UE* H3 _M^_N =T-Tay=. SEE ATTACHED TOXICITY REQUIRENMENTS,
MEMO.
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
(1 e D,0 Date 61Z3
Date e
Date
Date
RETURN TO TECHNICAL SERVICES BY JUL 28 1988

Facility Name L S r /)
Permit # iN.-)L6o6o0-?S
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ccriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure • Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is j % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform guarter(y monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after burry days from
issuance of this permit during the months of A(,r. v (, o c_E- e-Jh. . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
all treatment processes. £#i s t . /S- -{o (,e. u ((e c{-eiQ a-d a q Rc$
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687 -
Raleigh, N.C. 27611
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. test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate. -environmental controls, shall constitute an invalid test
and will require immediate retesting(within30.days of initial Monitoring event). Failure to submit
suitable test results will constitute a failiriire of permit condition-.
7Q10 { �? .. cfs
Permited Flow - 227 MGD
.IWC96 . 21
Basin & Subbasin `0 4036) i
Receiving Stream --re^cl_.
County i �r2. -s
Recommended by:
Date • 30 t 5 sus
**Chronic Toxicity (Ceriodaphnia) P/F at Z( %, Ar) ��I . o , See Part , Condition (-�- .

Discharger : ECUSTA
Receiving Stream'. : FRENCH BROAD RIVER
MODEL RESULTS
SUMMER
NH3 RUN
The End D.O. is 5.55 mg/1.
The End CBOD is 7.72 mg/l.
The End NBOD is 2.68 mg/1.
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
Segment 3
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
5.02
6.59
5.111
4.45 2
90.00 45.00 0.00
80.00 18.00 4.00
0.00 1
63.00 9.00 0.00
5.80 1
0.00 0.00 0.00
2.50000
27.00000
2.00000
0.00000

MODEL RESULTS
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
SUMMER
SUMMER
WITH DUPONT
The End D.O. is 15.30 mg/l.
The End CBOD is 11.92 mg/1.
The End NBOD is 2.43 mg/1.
DO !Min
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.
Reach 1
Reach 2
Segment 2
Reach 1
Segment 3
Reach 1
16 4.45 2
90.00 45.00 0.00 2.50000
80.00 9.00 4.00 27.00000
6.59 0.00 1
63.00 9.00 0.00 2.00000
5.'30 4.00 1
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : ECUSTA Subbasin : 040301
Receiving Stream : FRENCH BROAD RIVER Stream Class: C
Summer 7Q10 : 157. Winter 7Q10 : 191.
Design Temperature: 23.
'LENGTH' SLOPE' VELOCITY I DEPTH' Kd # Kd 1 Ka 1 Ka 1 KN 1 KN 1 KHR 1 KHR
# mile 1 ft/nil fps ( ft 'design # @20° 'design( @20° 'design! @200 'design' P20°
I I I
Segment 1 I 0.051 5,001 0,900 1 3.45 (0.57 1 0.50 1 2.13 1 2.001 0,38 1 0.30 1 0.38 1 0.30
Reach 1 l I I I I I I I I # I I
I I I I I I I# I I I
Segment 1 # 4.401 5.001 0,900 (3.90 1 0.57 1 0.50 (2.13 ( 2.001 0.38 1 0.30 1 0.38 1 0.30
Reach 2 1 I I
I I I 1 1 1 1 1 1( 1 I
Segment 2 1 8,501 40.001 0.933 1 1,53 1 0.60 1 0.52 135.06 1 32.851 0.63 1 0.50 1 0.63 1 0,00
Reach i t I # I I I I # # # I #
I I # I # I # # # # #
Segment 3 1 4,001 5.001 0,900 1 4.35 1 0,57 1 0.50,1 2.13 1 2.001 0.38 (0.30 1 0.38 1 0,30
Reach 1 l I I I I I ! I 1 I I
1 Flow 1 CBOD 1 NBOD 1 D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 1
Segment 1 Reach 1
Waste I 3.875 1 90.000 1 45.000 1 0.000
Headwatersl157.000 # 2.000 1 1.000 1 7.720
Tributary I 0.000 # 2.000 1 1.000 1 7.720
* Runoff 1 1.360 1 2.000 # 1.000 ! 7.720
Segment 1 Reach 2
Waste. 141.850 1 80.000 # 9.000 ( 4.000
Tributary I 0.000 1 2.000 # 1.000 I 7.720
* Runoff I 1.360 # 2.000 1 1.000 ( 7.720
Segment 2 Reach 1
Waste, I 3.100 1 63.000 1 9.000 1 0.000
Headwaters( 18.000 1 2.000 1 1.000 1 7.720
Tributary I 0.000 I 2.000 1 1.000 ! 7.720
* Runoff I 2.700 I 2.000 I 1.000 # 7.720
1
Segment 3 Reach 1
Waste I 0.000 1 0.000 1 0.000 1 0.000
Headwaters' 0.000 1 2.000 ! 1.000 ! 7.720
Tributary I 0.000 1 2.000 1 1.000 ' 7.720
* Runoff 1 1.500 1 2.000 1 1.000 I 7.720

• c
- Ft
* Runoff flow is in cfs/mile
MODEL RESULTS
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
ff
(2,
SUMMER
SUMMER
WITH DUPONT
The End D.O. is 5.71 mg/1.
The End CBOD is 7.72 mg/1.
The End NBOD is 1.82 mg/1.
WLA WLA WLA
DO ,Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.16
Reach 1
Reach 2
Segment 2 6.59
Reach 1
Segment 3 5.27
Reach 1
4.45 2
90.00 45.00 0.00
80.00 9.00 4.00
0.00 1
63.00 9.00 0.00
5.60 1
0.00 0.00 0.00
2.50000
27.00000
2.00000
0.00000

DIVISION OF ENVIRONMENTAL MANAGEMENT
June 23, 1988
MEMORANDUM
TO: File
FROM: Randy Dodd 2C..D
SUBJECT: Ecusta WLA
An intensive survey was performed in 1978 to aid in the development of
a WLA. The Horn Model was subsequently used for calibration and allocation.
Verification was not performed. While previous documentation did not allow
for straightforward review of methods used for choosing parameters, some
useful information was obtained from the study. In particular, it was
decided to use velocity, Ka, and Kd inputs from the study. New flow esti-
mates were obtained from the USGS. Brevard and Dupont were input as inter-
acting dischargers. Ambient data were used to estimate headwater and runoff
inputs. Dupont's influence on the French Broad river is overestimated, since
the hydropower reservoir below Dupont was modeled as a free flowing stream.
After compiling input, the Level B software was used for modeling purposes.
At current permitted conditions, the predicted DO minimum of 5.27 mg/1
occurs 10 miles below the outfall.
Ambient and self -monitoring data indicate that upstream water quality
is of high quality. One downstream value from self -monitoring data (out of
100 values collected during July -September) violated the DO standard of 5
mg/1 (4.6 mg/1). However, a systematic influence (besides temperature)
resulting in lower DO was also observed: 98% of the values at the down-
stream station had a lower % saturation than at the upstream station.
Ambient data indicated a very slight increase (0.75 mg/1) in the mean summer
BODS, and a 13% decrease in the 9 DO saturation when comparing upstream
(Rosman) and downstream (Blantyre) values. No standards violations were
observed at Blantyre.
Benthic macroinvertebrate data at Rosman (1981, 1982, 1986) and Blan-
tyre (1983, 1986) indicate a decrease in water quality. Besides potential
non -point influences and small treatment plants, Ecusta, Brevard, and Dupont
are the major dischargers above the Blantyre station.

Monitoring Recommendations
Since the predicted sag is expected to occur 10 miles below the
discharge, it is recommended that self -monitoring continue at the
current location 10.8 miles below the outfall. Monitoring should be
3/week July -October, weekly April -June, and monthly November -March.
Other Issues
The French Broad river has been reclassified as WS-III waters near
Asheville. Since the facility has a bleached kraft line, dioxin is a
potential concern. Water quality based limits for BOD5 should be issued
in concentration and mass units.

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E Seg # I Reach # I Seg Mi I D.O. I CBOD
1 1 0.00 7.53 4.12
1 1 0.05 7.53 4.11
1 2 0.05 6.80 19.77
1 2 0.25 6.69 19.59
1 2 0.45 6.57 19.42
1 2 0.65 6.47 19.25
1 2 0.85 6.36 19.07
1 2 1.05 6.27 18.90
1 2 1.25 6.17 18.73
1 2 1.45 6.08 18.57
1 2 1.65 6.00 18.40
1 2 1.85 5.92 18.24
1 2 2.05 5.84 18.07
1 2 2.25 5.77 17.91
1 2 2.45 5.70 17.75
1 2 2.65 5.63 17.59
1 2 2.85 5.56 17.44
1 2 3.05 5.50 17.28
1 2 3.25 5.45 17.13
1 2 3.45 5.39 16.97
1 2 3.65 5.34 16.82
1 2 3.85 5.29 16.67
1 2 4.05 5.25 16.52
1 2 4.25 5.20 16.38
1 2 4.45 5.16 16.23
2 1 0.00 6.59 10.96
2 1 0.10 6.96 10.81
2 1 0.20 7.26 10.65
2 1 0.30 7.49 10.51
2 1 0.40 7.67 10.36
2 1 0.50 7.81 10.22
2 1 0.60 7.93 10.08
2 1 0.70 8.02 9.95
2 1 0.80 8.09 9.82
2 1 0.90 8.14 9.69
2 1 1.00 8.19 9.57
2 1 1.10 8.22 9.45
2 1 1.20 8.25 9.33
2 1 1.30 8.28 9.21
2 1 1.40 8.29 9.10
2 1 1.50 8.31 8.98
2 1 1.60 8.32 8.88
2 1 1.70 8.33 8.77
2 1 1.80 8.34 8.66
2 1 1.90 8.35 8.56
2 1 2.00 8.35 8.46
2 1 2.10 8.36 8.36
2 1 2.20 8.36 8.27
2 1 2.30 8.37 8.17
2 1 2.40 8.37 8.08
2 1 2.50 8.38 7.99
2 1 2.60 8.38 7.90
2 1 2.70 8.38 7.82
2 1 2.80 8.38 7.73
2 1 2.90 8.39 7.65
2 1 3.00 8.39 7.57
SUMMER
SUMMER
WITH DUPONT
NBOD 1 Flow 1
2.06 160.88
2.06 160.94
3.49 202.79
3.47 203.06
3.45 203.34
3.43 203.61
3.41 203.88
3.39 204.15
3.36 204.42
3.34 204.70
3.32 204.97
3.30 205.24
3.28 205.51
3.26 205.78
3.24 206.06
3.22 206.33
3.21 206.60
3.19 206.87
3.17 207.14
3.15 207.42
3.13 207.69
3.11 207.96
3.09 208.23
3.07 208.50
3.05 208.78
2.18 21.10
2.15 21.37
2.13 21.64
2.11 21.91
2.08 22.18
2.06 22.45
2.04 22.72
2.02 22.99
2.00 23.26
1.98 23.53
1.96 23.80
1.94 24.07
1.92 24.34
1.91 24.61
1.89 24.88
1.87 25.15
1.85 25.42
1.84 25.69
1.82 25.96
1.81 26.23
1.79 26.50
1.77 26.77
1.76 27.04
1.75 27.31
1.73 27.58
1.72 27.85
1.70 28.12
1.69 28.39
1.68 28.66
1.66 28.93
1.65 29.20

G 1 J.1U b.iJ r.4J 1.b4 �1-).4!
2 1 3.20 8.39 7.41 1.62 29.74
2 1 3.30 8.39 7.33 1.61 30.01
2 1 3.40 8.40 7.25 1.60 30.28
2 1 3.50 8.40 7.18 1.59 30.55
2 1 3.60 8.40 7.11 1.58 30.82
1 3.70 8.40 7.03 1.56 31.09
2 1 3.80 8.40 6.96 1.55 31.36
2 1 3.90 8.41 6.89 1.54 31.63
2 1 4.00 8.41 6.82 1.53 31.90
2 1 4.10 8.41 6.76 1.52 32.17
2 1 4.20 8.41 6.69 1.51 32.44
2 1 4.30 8.41 6.63 1.50 32.71
2 1 4.40 8.41 6.56 1.49 32.98
2 1 4.50 8.41 6.50 1.48 33.25
2 1 4.60 8.42 6.44 1.47 33.52
2 1 4.70 8.42 6.38 1.46 33.79
2 1 4.80 8.42 6.32 1.45 34.06
2 1 4.90 8.42 6.26 1.44 34.33
2 1 5.00 8.42 6.20 1.43 34.60
2 1 5.10 8.42 6.15 1.42 34.87
2 1 5.20 8.42 6.09 1.41 35.14
2 1 5.30 8.43 6.04 1.40 35.41
2 1 5.40 8.43 5.98 1.40 35.68
2 1 5.50 8.43 5.93 1.39 35.95
2 1 5.60 8.43 5.88 1.38 36.22
2 1 5.70 8.43 5.83 1.37 36.49
2 1 5.80 8.43 5.77 1.36 36.76
2 1 5.90 8.43 5.72 1.35 37.03
2 1 6.00 8.43 5.68 1.34 37.30
2 1 6.10 8.44 5.63 1.34 37.57
2 1 6.20 8.44 5.58 1.33 37.84
2 1 6.30 8.44 5.53 1.32 38.11
2 1 6.40 8.44 5.49 1.31 38.38
2 1 6.50 8.44 5.44 1.31 38.65
2 1 6.60 8.44 5.39 1.30 38.92
2 1 6.70 8.44 5.35 1.29 39.19
2 1 6.80 8.44 5.31 1.28 39.46
2 1 6.90 8.44 5.26 1.28 39.73
2 1 7.00 8.45 5.22 1.27 40.00
2 1 7.10 8.45 5.18 1.26 40.27
2 1 7.20 8.45 5.14 1.26 40.54
2 1 7.30 8.45 5.10 1.25 40.81
2 1 7.40 8.45 5.06 1.24 41.08
2 1 7.50 8.45 5.02 1.24 41.35
2 1 7.60 8.45 4.98 1.23 41.62
2 1 7.70 8.45 4.94 1.22 41.89
2 1 7.80 8.45 4.90 1.22 42.16
2 1 7.90 8.45 4.86 1.21 42.43
1 8.00 8.45 4.83 1.20 42.70
1 8.10 8.46 4.79 1.20 42.97
1 8.20 8.46 4.75 1.19 43.24
1 8.30 8.46 4.72 1.18 43.51
1 8.40 8.46 4.68 1.18 43.78
1 8.50 8.46 4.65 1.17 44.05
1 0.00 5.74 14.21 2.73 252.83
1 0.20 5.70 14.09 2.71 253.13
3 1 0.40 5.66 13.97 2.69 253.43
3 1 0.60 5.63 13.84 2.68 253.73
3 1 0.80 5.59 13.72 2.66 254.03
3 1 1.00 5.56 13.60 2.65 254.33
3 1 1.20 5.53 13.48 2.63 254.63
3 1 1.40 5.51 13.36 2.62 254.93
3 1 1.60 5.48 13.25 2.60 255.23
3 1 1.80 5.46 13.13 2.59 255.53
3 1 2.00 5.44 13.02 2.57 255.83
COW N(NJ fJNNrJ

3 .
3
3
3
3
3
3
3
3
Seg # I
I G . GV 0.q4
1G .:1V
1 2.40 5.40 12.79
1 2.60 5.38 12.68
1 2.80 5.37 12.57
1 3.00 5.35 12.46
1 3.20 5.34 12.35
1 3.40 5.33 12.24
1 3.60 5.32 12.13
1 3.80 5.31 12.03
1 4.00 5.30 11.92
Reach # 1 Seg Mi I D.O. I CBOD
W.1-5,2)
4.Sb Lnb.li
2.54 256.43
2.53 256.73
2.51 257.03
2.50 257.33
2.48 257.63
2.47 257.93
2.45 258.23
2.44 258.53
2.43 258.83
NBOD I Flow 1

UPSTREAM AND DOWNSTREAM % SATURATION
Notched Box Plots for columns: X1 ... X2
95-
90.
8 5-
8 0-
7 5-
70.
65.
60.
55.
50
Nt =- t c) 'D
U - •

UPSTREAM AND DOWNSTREAM DO
Notched Box Plots for columns: Xi ... X2

STORET, RETRIEVAL DATE 88/06/09
E0150000 FRB003 04030100.1 03439000
35 08 32.0 082 49 28.0 1
FRENCH ;BROAD RIVER AT ROSMAN NC
37175 NORTH CAROLINA TRANSYLVANIA
SOUTHEAST 040301
FRENCH BROAD
21NC01WQ 06010105040 0000.630 ON
0001 FEET DEPTH
DATE
FROM
TO
82/07/ 08
82/08/11
82/09/15
82/10/05
83/07/10
83/08/16
83/09/16
83/10/20
84/07/11
84/08/20
34/09/07
84/10/25
85/07/10
85/08/06
85/09/11
85/10/22
86/07/28
86/08/11
86/09/09
86/10/20
87/07/29
87/08/28
87/09/28
87/10/30
00/00/00
STATION
99/99/99
0930
1110
1045
1020
1120
1040
0830
1100
1110
1400
1200
1030
1130
1145
1130
1026
1140
1130
1230
1230
1030
1140
1120
1515
NUMBER
MAXIMUM
MINIMUM
MEAN
00300 00010
DO WATER
TEMP
MG/L CENT
8.00000 22.0000
8.40000 20.0000
9.00000 19.0000
9.00000 16.0000
8.80000 18.0000
9.10000 18.0000
8.70000 15.0000
8.3000U 14.0000
9.50000 20.0000
8.30000 19.0000
9.30000 14.0000
9.10000 16.0000
8.90000 20.0000
9.50000 18.0000
9.10000 19.0000
9.00000 14.0000
8.80000 23.0000
9.80000 21.0000
9.00000 18.0000
10.2000 8.00000
8.50000 20.0000
3.70000 20.0000
9.80000 16.0000
10.2000 12.0000
24 24
10.2000 23.0000
8.00000 3.00000
9.06249 17.5000
00301
00
SATUR
PERCENT
91.0000
91.0000
96.0000
90.0000
93.0000
96.0000
85.0000
85.0000
103.261
88.2978
89.4230
91.0000
97.0000
100.000
97.0000
86.5384
101.149
108.389
94.7368
35.7143
92.3913
94.5652
98.0000
94.4444
24
108.889
85.0000
93.7253
/TYPA/AMBNT/STREAM

STORET= RETRIEVAL DATE 88/06/09
E0850000 FRbOI1 040303004 03441000
35 16 23.0 082 42 21.0 1
DAVIDSON RIVER NEAR BREVARD NC
37175 NORTH CAROLINA TRANSYLVANIA
SOUTHEAST 040303
FRENCH BROAD
21NC31Wc 06010105036 0001.730 ON
0001 FEET DEPTH
DATE
FROM
TO
82/07/0a
82/08/11
82/09/15
82/10/05
83/07/10
83/08/16
83/09/16
83/10/20
8 4/0 7/ 11
84t/08/31
84/09/07
84/10/25
85/07/10
85/08/06
85/09/11
85/10/22
86/07/28
86/08/11
86/09/09
86/10/20
87/08/28
00/00/00
STATION
99/99/99
0900
1040
0945
0930
1030
0940
0800
0930
1040
1305
1235
1000
1040
1100
1030
0930
1110
1100
1145
1145
1105
NUMBER
MAXIMUM
MINIMUM
MEAN
00300 00010
00 WATER
TEMP
MG/L CENT
3.00000 18.0000
8.60009 20.0000
8.80000 17.0000
9.00000 16.0000
8.90000 18.0000
9.10000 17.0000
8.80000 15.0000
8.70000 .14.0000
9.30000 19.0000
8.80000 18.0000
9.30000 15.0000
9.00000 16.0000
8.90000 19.0000
9.30000 17.0000
3.90000 18.5000
9.20000 12.0000
9.10000 23.0000
9.50000 20.0000
9.00000 17.0000
10.4000 8.00000
8.70000 20.0000
21 21
10.4000 23.0000
8.00000 8.00000
9.01428 17.0238
00301
DO
SATUR
PERCENT
94.0000
93.0J00
91.0000
90.0000
94.0000
94.0000
86.0000
84.0000
98.9351
92.6315
91.1764
90.0000
95.0000
96.0000
95.0000
85.1352
104.598
103.261
92.7835
87.3949
94.5652
21
104.598
84.0000
92.5014
/TYPA/AMBNT/STREAM

SiURET'. RETRIEVAL DATE 88/06/09
E1270000 FRB017 040302006 03443000
35 17 56.0 082 37 27.0 1
FRENCH BROAD RIVER AT SLANTYRE NC
37175 NORTH CAROLINA TRANSYLVANIA
SOUTHEAST 040302
FRENCH BROAD
21NCOIWQ 06010105034 0011.750 ON
0001 FEET DEPTH
DATE
FROM
TO
82/07/08 1015
82/08/11 1200
8Z/09/15 1200
82/10/05 1100
83/07/10 1215
83/08/16 1115
83/09/16 0905
83/10/20 1030
84/07/11 1400
84/08/31 1345
84/09/07 1310
84/10/25 1320
85/07/10 1515
85/08/06 1545
85/09/11 1500
85/10/25 1400
86/07/28 1410
86/08/28 1445
86/09/25 1525
86/10/20 1515
87/07/29 1130
87/08/28 1415
87/09/28 1200
87/10/30 1430
00/00/00
STATION NUMBER
MAXIMUM
MINIMUM
MEAN
99/99/99
00300 00010
00 WATER
TEMP
MG/L CENT
b.60000 21.0000
7.10000 22.0000
7.20000 22.0000
7.00000 19.0000
7.30000 21.0000
6.50000 22.0000
7.50000 18.0000
7.80000 16.0000
8.00000 23.0000
7.50000 19.0000
8.10000 16.0000
7.80000 18.0000
7.00000 22.0000
7.90000 20.0000
7.40000 21.0000
7.50000 15.0000
b.60000 27.0000
6.70000 22.0000
7.50003 22.0000
8.40000 12.0000
7.00000 23.0000
b.90000 24.0000
8.10000 16.0000
9.20000 12.0000
24 24
9.20000 27.0000
6.50000 12.0000
7.44166 19.7083
00301
DO
SATUR
PERCENT
74.0000
81.0000
82.0000
74.0000
81.0000
74.0000
79.0000
78.0000
91.9540
79.7872
81.0000
82.1052
30.0000
86.0000
82.0000
73.5294
81.4814
76.1363
85.2273
77.7773
80.4598
81.1764
81.0000
85.1852
24
91.9540
73.5294
80.3258
/TYPA/AMBNT/STREAM

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MEMORANDUM
T0:
FROM:
THRU :
DIVISION OF ENVIRONMENTAL MANAGEMENT
August 4, 1988
Dale Overcash
Randy Dodd
Trevor Clements
Steve Tedder
+TN
SUBJECT: Comments on Draft Permit - Ecusta
The following comments are provided as a follow-up to correspondence
with Ecusta.
1) An NH3 limit is included in the WLA because NH3 contributes a
demand to the river - not because of data requirements for modeling
purposes. The limit is, therefore, water quality based and not tech-
nology based.
Data from Ecusta are insufficient to document the NH3 loading to
the French Broad River. NH3 data are only available for one day. TN
data indicate, that if all the nitrogen is present as NH3, that a
maximum of 6 mg/1 is possible. It is, therefore, recommended that a
monitoring requirement be included. If NH3 values approach or exceed
4 mg/1 (monthly average), it is recommended that the permit be reopened
and a limit included.
2) The information provided does not indicate that there is no var-
iability in effluent toxicity. Toxicity data alone can demonstrate
this point. Therefore, the monitoring recommendation (quarterly)
should be retained. After a sufficient period of time, it is conceiv-
able that this requirement can be changed, but it is not recommended
that we commit to doing so without knowledge which data will provide.
RD:gh

State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
MEMORANDUM
TO:
THROUGH:
FROM:
SUBJECT:
July 22, 1988
Dale Overcash, Leader
NPDES Group
Forrest R. Westall
Regional Water Qua upervisor
del"
Gary T. Tweed P.E., Environmental Engineer
Water Quality Section
David R. Spain
Regional Manager
7;74.triprtoZ.7.1.??
r.k:e
JUL 27 1988
Amonia Nitrogen Limitations
Draft Permit Number NC0000078
Ecusta Corporation
Transylvania County
After reviewing the July 15, 1988, letter from Ecusta, this
office has no objection to dropping proposed limitations for
amonia nitrogen in NPDES Permit Number NC0000078. If there
is insufficient data for modeling purposes than effluent
monitoring should be retained for confirmation purposes.
Should there be any questions, please advise.
GTT:ls
Interchange Building, 59 Woodfin Place, PA Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

custa
P.O. BOX 200 • PISGAH FOREST. NORTH CAROLINA 28768 • TELEPHONE [phone]
July 15, 1988
Mr. Dale Overcash
Environmental Supervisor
Water Quality Section
Division of Environmental Management
P. 0. Box 27687
Raleigh, North Carolina 27611-27687
Dear Mr. Overcash:
Subject: NPDES Permit NC0000078
Renewal - Effluent Limit
I have been recently advised by L. Harris of the D.E.M.'s NPDES Permitting
Group that the above subject permit may contain an ammonia nitrogen effluent
limitation. When this was discussed with Mr. Dodd, he advised me to express
my concerns to you in writing.
The Ecusta Facility is currently permitted to discharge treated wastewater
into the French Broad River. This wastewater is produced during the manu-
facture of cigarette papers and fine printing papers and is treated, after
equalization, in two primary clarifiers and in an aerated stabilization
basin. All domestic wastewater, approximately 100,000 gallons per day, is
treated in an extended aeration wastewater treatment system prior to its
introduction into the process wastewater treatment plant and the resulting
flow, approximately 26 million gallons per day, is discharged to the French
Broad River.
The hydraulic detention time in our secondary wastewater treatment plant is
in excess of 12-i days. We do not currently and have never added nitrogen
or phosphorus to our wastewater treatment plant. We have, though, on a
regular basis in the past monitored for nitrogen and phosphorus so as to
determine if such additions would be needed.
Attached is a graph showing the total nitrogen analysis contained in our
discharge since mid-1985. You can see from this graph that even if all
this nitrogen was in the form of ammonia, it would be impossible for us
to violate the proposed guideline limit. To lend credibility to this,
an analysis of five grab samples of the secondary wastewater treatment
plant effluent discharged to the French Broad River between July 6 and
July 12, 1988 indicates that the current ammonia level varies from less
than the detectable limit of 1.0 ppm to a maximum value of 2.0 ppm. The
average of samples above the detectable limit was 1.6 ppm ammonia nitrogen.
It is our belief that these levels show negligible amounts of nitrogen and
ammonia in our effluent and that we should have neither a monitoring nor a
discharge limitation for ammonia nitrogen.
ECUS T A CO R POR A T ION

Page 2
From discussions with Mr. Dodd, it is my impression that ammonia analysis is
needed by the State of North Carolina to fill in a blank on the assimilative
capacity model of the French Broad River and the impact that Ecusta has on this
model. If this is the case, we are more than willing to assist the Department
in gathering data but would prefer to do this under a letter request. This
will solve two problems. First, it will supply to the State of North Carolina
the necessary data needed to make their assimilative capacity model of the
French Broad River "fit" better. Secondly, it will give Ecusta an opportunity
to work with the State without incurring the burden of an effluent limitation.
I appreciate this opportunity to submit this information to you for use in our
new proposed permit and assure you that we will do our utmost to assist you in
developing a permit which is fair and equitable and which accomplishes the
objective of protecting our valuable resources.
If further information is desired or if you would like to meet with me to discuss
this matter, I will be happy to present such additional data as necessary to
support our position.
Sincerely,
ECUSTA DIVISION
P. Ii. GLATFELTER COMPANY
R. ./Gussman, Director
Environmental Affairs
/bh
enclosures
cc: Randall C. Dodd - Water Quality Section, Raleigh, N.C.
R. M. Davis - D.E.M., Asheville, N.C.
L. Harris - D.E.M., Raleigh, N.C.
.D. W. Monk - Ecusta

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custa
P.O. BOX 200 • PISGAH FOREST. NORTH CAROLINA 28768 • TELEPHONE [phone]
Mr. Charlie Wakilid
Water Quality Chief
Division Of Environmental Management
Water Quality Section
P. 0. Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Wakilid:
'July 14, 1988
Subject:
JUL R 198`.
DE.RMI S & E►, ;=INEERING
Permit Renewal
NPDES NC0000078,
Ceriodaphnia Testing
I have been recently advised by L. Harris of the D.E.M.'s NPDES Permitting Group
that the above subject permit will contain a chronic toxicity testing requirement.
This requirement will request Ecusta to conduct quarterly chronic toxicity tests
using Ceriodaphnia at an effluent concentration of 21%.
The Ecusta Facility is currently permitted to discharge 27.5 mgd of treated waste-
water to the French Broad River. This wastewater is produced during the manufacture
of cigarette papers and fine printing papers. It is treated, after equalization,
in a primary clarifier and an aerated stabilization basin. All domestic wastewater
is treated in an extended aeration wastewater treatment system prior to its intro-
duction into the process wastewater treatment plant. The hydraulic detention time
in our aerated stabilization basin is in excess of 12.5 days at a design flow of
27.5 mgd. At our current discharge rate of approximately 23 mgd, this retention
time is 15 days. Our effluent characteristics, as monitored at the effluent
discharge structure and in the receiving stream, are very uniform. Some examples
are the daily dissolved oxygen, pH, and five-day biochemical oxygen demand as shown
in Table A. This table was developed from current NPDES reports for 1987.- 1988.
Graph A shows the effluent .flow pattern of this facility since 1979. Note the lack
of variability which has occurred since January of 1987.
The aerated stabilization basin at Ecusta contains a large population of biological
organisms and normally operates with a BOD5 removal efficiency of in excess of 98%.
Characteristics of the waste material entering this system have not materially
changed in the last ten years and we project no change in the foreseeable future.
In the early 1980's, we retained a student from the UNC-A to conduct studies of the
effluent from our secondary wastewater treatment plant, aerated stabilization basin.
A copy of her report is attached. We were particularly concerned with the biological
portion of the effluent solids. These solids were tested for % protein, % carbohydrate,
and DNA analyses. You will note not only the lack of variability in these analyses,
but, also, the high level of cellular material present as measured by the protein and
DNA concentrations.
ECUSTA C ORPORATI 0 N

Page 2
A side benefit of the above study was the observation and the later certification
by a biologist of the presence of large quantities of Moina in the secondary treatment
plant. This close cousin of the Daphnia causes us numerous problems in the BOD5 and
total suspended solids tests. They are present basically year around and are a
nuisance, particularly from May to October. As you are aware, their presence is
partially temperature related. Because of the above points, we question our need
to conduct chronic toxicity tests on a regular basis.
As an alternative, I suggest we conduct such tests semiannually for the first year
of our NPDES permit only. If we pass these tests, no further testing will be needed
during the life of the permit as long as we certify that our manufacturing process
and/or the influent characteristics of our wastewater- does not substantially change
If it is decided that quarterly monitoring will be required of us, it is still
proposed that after one year of tests with no failures, that no further testing
would be required. Secondly, the current North Carolina chronic effluent bioassay
procedure using Ceriodaphnia, revision dated June 1988, requires that two effluent
24-hour composite samples be provided for the bioassays. Considering the retention
time in our secondary treatment plant (15 days), the type of treatment, and the con-
sistency of the monitored parameters, it is proposed that grab samples be substituted
for the composites. This will simplify the sampling protocol while having no effect
on the quality of the sample.
I appreciate this opportunity to submit this information to you and assure you that
we will do our utmost to assist you in developing a permit which is fair and equitable
and which accomplishes the objective of protecting our valuable resources. I would be
pleased to meet with either you or any of your representatives to discuss this matter
at a reasonable time and to present such additional data, as necessary, to support our
position.
/bh
Sincerely,
ECUSTA DIVISION
P. H,.,GLATFELT COMPANY
Gussman, Director
Environmental Affairs
enclosures
cc: K. W. Eagleson - D.E.M., Raleigh, N.C.
R. M. Davis - D.E.M., Asheville, N.C.
L. Harris - D.E.M., Raleigh, N.C.
D. W. Monk - Ecusta

TABLE A
Effluent Analysis 1987 - 1988
1987 1988
J F M A M J J A S 0 N D J F M A M
?arameter
DO 8.7 8.8 8.0 7.3 7.0 6.4 6.3 6.4 6.7 7.5 7.7 8.2 8.6 8.3 7.8 7.1 7.2
pH 7.8 - 7.8 - 7.8 - 7.7 - 7.8 - 7.8 - 7.8 - 7.8 - 7.8 - 7.8 - 7.8 - 7.8 - 7.7 - 7.7 - 7.7 - 7.5 - 7.5 -
8.2 8.2 8.1 8.0 8.0 8.1 8.0 8.0 8.1 8.0 8.1 8.1 8.2 8.0 8.3 8.3 8.0
BOD5 15.1 16.4 11.4 11.5 8.2 6.1 6.3 8.9 9.9 8.7 13.8 16.0 24.0 19.0 16.6 16.3 10.3
Receiving Stream Analysis
Upstream
1986 1987
0 N D J F M A M J J A S
Parameter
Conductivity, }tohms 21 23 ' 21 20 13 6 14 29 22 30 29
pH 6.6 6.8 6.9 6.8 6.3 6.9 6.6 6.6 6.5 6.4
Total Alk., mg/1 10 9 6 7 i 3 6 8 7 7 7
Downstream
1986 1987
0 N D J F M A M J J A S
Parameter
Conductivity, jtohms 54 36 35 40 26 27 45 55 70 110 83
pH 7.0 6.8 7.0 7.1 6.8 7.0 6.8 7.2 7.0 6.8
Total Alk., mg/1 28 19 11 12 8* 15 23 34 25
*Heavy Rain

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"The Effects of Seasonal Te;1iper t.ure Changes On Characteristics
of Dispersed Residual Solids In Biologically Treated Pulp and Paper
Mill Effluents"
INTRODUCTION
The discharging of suspended solid material into streams has
long been an environmental problem for the pulp and paper -making
industry. These materials initially included bark, chips, knots,
and fibers which. were discharged directly into the receiving stream.
This procedure is practically non-existant in the industry today.
Yost mills are equipped with treatment facilities which remove.
fibrous solids. These secondary treatments result in a different
type of discharge: a dispersed, light, flocculent material which
does not settle during retention time.
. This poses a new question, whether the environmental impact
of these solids justifies the considerable effort and expense
required to remove them. One important aspect of the non -settleable
solids question has to do•primarily with the composition of these
• materials. Investigations into the composition of the suspended
material indicates that they are principally biological in nature.
Since molecular, and therefore biological, activity varies with
temperature fluctuations, it c be deduced that the biological
activities of the solids, and therefore the entire system, should

be dependent on seasonal cycles. Futhermore, the environmental
consequences of the efluent solids depends heavily on the extent
to which they are carried through or produced in the secondary
treatment system. This study will attempt to verify the high
percentage of biological material present in the solids, and given
the nature of the aeration -stabilization treatment system, will
postulate that the solids are harmonious with the natural seasonal
cycles and may contribute to the overall energy flow and productivity
of the receiving stream.
EXPERIMENTAL SYSTEM
For the purposes of this study, a wastewater treatment system
at.a local kraft pulp and paper mill was employed. The treatment
facilities at Olin Corporation -in Pisgah Forest, North Carolina
consist of a primary waste treatment system (grit chamber and
primary clarifers) for removing the majority of solids . emitted
from the plant. Effluent from the clarifiers is diverted to the
Aeration -Stabilization. Basin (ASB) which has a surface area of
approximately 75 acres and provides 1.1.2 days of retention time.
The.ASB is designed to remove soluble organic matter by biological
action of microorganisms. This degradation process is most efficient
if the organisms are supplied with sufficient dissolved oxygen to
survive. Olin Corporation uses eleven, one hundred horsepower,
floating, low -speed, surface aerators to maintain an adequate
level of dissolved oxygen. The aerators are positioned such that

approximately 9 days of retention time is in the active aeration
zone, and 2.2 days of retention time is in the quiescent settling
zone. This latter area provides an opportunity for additional
settling of solids prior to discharge into the river.
SaPLING
For the purposes of analysis, effluent samples were taken from
the aeration -stabilization basin. Samples were collected by an
automatic composite sampler at the effluent flume, and refrigerated
at 4° C to insure the stabilization of the samples. Analyses were
conducted twice weekly beginning in August 1982. Samples will be
analyzed throughout a three month period to determine the effect
of seasonal temperature changes.on the biological nature of the
solids. The samples were analyzed'for percent carbohydrate, percent
protein, and biological fraction. -These analyse:; 1:c'.qui. reed l.is' per-
. formance of additional supporting tests, such as BOD5 (5 day Bio-
chemical Oxygen Demand), COD (Chemical Oxygen Demand), Suspended
Solids, Volatile Solids, and Temperature.
The analyses were'conducted for the most part on fresh(non-.
stored) samples. It was determined, however, that stored samples
• (5 days, 4.i.0 C) could be.used in the analysis and produce consistent
results. Undiluted samples were called for .in the carbohydrate
and protein tests. The DNA assay, however, required that the ef-
fluent be concentrated as much as twenty times. Concentrating the

effluent was performed using a Rotovap apparatus. The Rotovap ap-
paratus consists of a vacuum mechanism attached to a rotating evap-
oration -condensation unit. With this unit, it is possible to
evaporate the liquid portion without using a damaging degree of heat.
The percent carbohydrates was determined by the anthrone pro-
cedure.(1 ) Color development was measured on a Bausch and Lomb
Spectronic 20 spectrophotometer, at 625 nanometers, against a reagent
blank. The reading was then plotted on a prepared standard curve
to determine the amount of carbohydrates present in the suspended.
solids. The percent protein of the suspended solids was determined
by precipitation with phosphomolybdic acid and a modification of
(2)
the Biuret reaction. Color development was measured on the Spec-
tronic 20 spectrophotometer, at 530 nanometers, against a distilled
water blank. The reading was plotted on a prepared standard curve
to determine the amount of protenaceous material present. The
biological fration was determined by an assay of the DNA (deoxy-
ribonucleic acid) concentration using a diphenylamine indicator.(3) „.
Absorption -was measured on a Spectronic 20 spectrophotometer, at
600 nanometers, against a reagent blank and plotted on a prepared
• standard curve. All additional tests including: BOD5, COD, Volatile
and Suspended Solids and Kjeldahl Nitrogen analyses were performed
using procedures outlined in Standard Methods for Examination of
Water' and Wastewater, 15th Edition.
. (1.) Encyclopedia of Industrial Chemical Analysis, vol.19.
Interscience Publishers, New York. •
(2) Ibid., vol. 7.
(3) "Di A Concentration as an Estimate ofSludge Biomass", SW
Missouri State College, Springfield. Water Quality Office,
EPA, February 1971. •

RESULTS AND DISCUSSION
Some of the most descriptive characteristics of the suspended
solids are presented in Tables I and II and the accompanying graphs.
• MONTH
TABLE I
SUSPENDED PERCENT
TOTAL SOLIDS SOLIDS VOLATILE TEMPERATURE
January 1324.5 32.23 90.88 11.83
February 1294. 4
• It arch 1276.0 26.1.6 79.96 16.52
April 1. 259. 8 1. 9. 22 . 87.23 20.64
Fay 1946.0 1.4.65 76.74 23.93
June 1201 .6 10.24 77.10 26.48
July 1.1.56.0 9.40 76.55 28.46
August 1161 .8 9.32 82.54 28.44
September 1185.6 9.30 82.63 26.90
October 1254.7 1.1.46 73.92' 21.77
November 1273.2 .18.14 83.75 18.92
December 1291.4 27.92 83.60 1.5.00
'Iablo I inn composite of data col.locted over the past fivo yearn
(January '77.- May '82). In these data noticeable seasonal patterns
are present. Both total and suspended solids exhibit an inverse
..proportionality to the temperature readings. The decrease of solids
in the summer months and subsequent increase in the winter months
is due almost entirely to the fluctuations in biological activity
which accompanies temperature changes. (See graph ,#2) .

30
SUSPENDED 2-5
SOLIDS
0
+-4. SS
*-* T
GRAPH
4
• I
{
T (°C)
-- zv
Jr
- 30
M
A •M J J A S 0• N D
TABLE 1I
TOTAL SUSPENDED
MONTH SOLIDS 'SOLIDS PERCENT - (i i/TS )
Jan. 132LJ 32.32.44 •Feb. 1294.4 . .34.70 2.68
Mr. 1276.0 26.16 2.05
' rir. i I. 12 59, 8 19.22 1,53 •
May 2'L . 0 14. 6 i • _l.1 S
June 1201 . � 10.24 - ti5
J u1 1.1 6.0 9.40 .81
Aug. 1161 .8 9.32 .80
pent . 11. 85. h 9.30 ^78
Oct. .1. 2 .Z1.1 _4 • 91• _..
Nov. 12 f .2 ' 8.14 1.42
Dec . 1291 .4 27.92 2.1 6
Jan . ' 77 -Fiay' 82

As Table II indicates not only the amount of solids fluctuates
with the seasonal cycles, but the composition of the solids also
change drastically. In a comparison of suspended solids and total
solids over the same five year period several things become apparent.
.During the summer months when the microbial population (and activity)
is at its peak, the majority of the effluent solids are produced
in the aeration -stabilization basin itself. The Major component
of these solids are brachiopods (Daphnia) and copepods, bacterial
species, and some small algal. colonies (blue -greens and greens).
These "biological" solids are.not nearly as dense as the mill pro-
duced organic solids which are prevalent in the winter months.
Although the volume of solids remain3fairly constant all year round,
the low density of the biosolids accounts for the nearly non-existant
suspended solids weight during the summer months. During the winter
months , the solids increase drastically in mass and in carbohydrate
composition. The solids emitted in the winter ASB effluent are
.largely materials which pass from the plant undigested through the
system. The microbial. fraction of - tite •;;o L id:; is dd.':'::c-oo.sed to almost
nothing, and the major component is clearly(organi))carbonaceous
in nature. This implies that the solids are primarily mill -generated
celluiosia solids. From data collected over the past five years
and data collected for this study beginning August '82, it is ob-
served that the percentage of volatile solids is slightly higher
during the cooler winter months. (See graph; 3) This is consistent
with the seasonal cycles, considering that since the microbial

OR�1Pt-• ` �3
VCR{..El
100
90 -
./
So
7o

population and activity are at low levels, greater amounts of
soluble organic materials are able to pass through the ASB un-
digested. This fluctuation can be further explained by examining
the effluents major organic components - i.e. carbohydrates and
proteins. Table III and IV show a rise in percent carbohydrates
TABLE III
MOUTH TEMPERATURE ANRGANIC . %PROTEIN J CARPOHYDRATE
AUGUST (max) 29.5 86.82 40.0 14.22
67.85 22.79 7.74
(a.vg) 29.13 79.85 )5.37 • 11.27
SEPTEMB ER (max) 28.0 90.22 48.53 17.47
(min) 24.5 U.69 )5.6 8.34
(avvl 27.1
83.70
OCTOBER (max) 26. . 2043_5
40.07 . 12.62
46.29 20.08
min 18.• .79.63 33.24 14.73
(avg) 23.2. 84.31 39.08 17.21
TABLE IV
MONTH TEIPERATURE ORGANIC _ nPROTEIN %CARBOHYDRATE
Au:u;r 'Lt ew.;
,:,. , , ,r, 27. 3.7.
,�l�,.�l!'sh�a �.lZ 1 0
. OCTOBER .23.2
3q. 37 11.2Z
40.07
- 84.3 39.08
12.62
17.21
AVERAGE 26.48 82.62 ,38.17 1;�.70

accompanying the cooler temperatures. This,. in practice, reflects
the large percentage of particles containing cellulose from the
mill processes passing through the system undigested. The tables
also indicate a slightdrop in percent protein which reflects a
decrease in the cellular material. A serious drop in the percent
protein, reflecting a large decrese in the cellular material,
should occur when temperatures reach and remain at a level detrimental
to microbial populations.
For the first quarter of this study (months - August, September,
and October) a percent of the biological organics was determined
for the suspended solids.by DNA assay on the aeration-srabilization
basin. effluent. This reading reflected directly the percentage
.of biological material present in the effluent suspended solids.
The organics reading has been fairly constant over these three
months, because the temperatures have not reached and remained at
a level low enough to seriously impair microbial activity. It
is expected that the percent of biological organics created in the
ASB will also decline with the arrival of winter temperatures.
TABLE V
LWAN1.C: .A;,I[ Z CARBOHYDRATE ,i, PROTEIN N IdGNIN *
82.6 17.4 13.7 38.2 30.7
* Ligni.n or o l;hc: r comb..lcA i. h I.o material

Table V is a composite of the data from the analyses of the
suspended solids emitted from the aeration -stabilization basin.
The ash content is 17.4. of the dry weight of the solids. This ash
is most likely composed of inorganic clay and coating materials
used in paper production. The organic content averaged 82.6A over
the three month period. The organic fraction contained 38.2,6 pro-
tenaceous material as detected by the biuret method. This relatively
.large amount of protein reflects a high percentage of cellular
material. The anthrone analysis averaged 13.7% carbohydrates.
• The balance of the volatile materials or 30.7% can be assumed to
include any lignin or other combustible material.
SUMMARY AND CONCLUSIONS
Based on data obtained during; this study, and on pre-existing
data, it would be safe to deduce that the solids in the effluent
of the aeration -stabilization basin are primarily biological in
nature (68,6 - 91 /0. Given the high biological nature of the sus-
pended solids in the. effluent and this study's supportof the
direct dependence of the biological activity of these solids with
seasonal temperature changes, it can be predicted that thes solids
will and do contribute to the energy and productivity of the re-
ceiving stream. The summer effluent which is heavily laden with
microorganisms contributes to the stream by adding a potential food
source, as well as a potential consumer. The winter effluent con-
tributes to the stream by providing an additional source of car-

UionaceouLi solids during an otherwise sparce *feeding condition.
In conclusion, it can be deduced that the extensive effort and
expense required to remove these solids is unwarranted.
Karen Ann Carland
Department of Biology
University of North Carolina - Asheville
February 22,.1982

` r �
LITERATURE
1. "A Characterization of Effluent Suspended Solids", by W.B.
Stengle; TAPPI, vol.62, no. 7; July 1979.
2. "Characteristics and Use of Non -settleable Solids by an
Aquatic Food Chain. Organism", by Eugene Zanella et.al.;
The Institute of Paper Chemistry, TAPPI, 1978.
3. Encyclopedia of Industrial Chemical.Analysis, Ed. by Foster
Dee Snell and Leslie S. Ettre;. Interscience Publishers,
New York, vols.7 and 19..
4. "DNA Concentration as an Estimate of Sludge Biomass", Water
Pollution Control Series, by Southwest Missouri State
College, Springfibld, Missouri EPA Project #17070 DHO,
February, 1971.
5. APHA, ATJA,and WPCF, Standard Methods for the Examination
of Water and Wastewater. 15th edition, APHA, Washington,
D.C. (1970

Conventinnal unitm for allocatimn 1i111itm unless nmted (*)
Allocation Numbe,': 452O
NPDES #: NC0000078 Modeler: ACD
1::*ari1itU Name: SKCUSTA DI OF P.H. QLATEFLETEA Demign Flmw/ 027.5
Stream: FQENCX-1 BAOAD AIVEA %Domea, stic%I11dustria1: 100
CmuntU: TFlow NSYVNIA AmQimnal Office: AAO Subbamin: 040801
Date Aequest Amceived: 03-03-88 Date Approva1 Form Sent6-29-8B
Date Approval Apceived: 07-07.... 88 Date WLA Mailed tn Plea questmrEl-05-GS
�
Existing/Prnposed: E Awaiting Information: N ConfirmationN
BOWS 20 TGS11585 #/d W7(410191 30Q2�
NH34 ' pH� 6-9 G7Q10157 DA� 221
|
DO4 � Cn1iQavg552
Aecmmmend Aemuval (Y,N): N T(axicitU LimitsCHAONIC <Acute,Chronic,Nmne>
�
Limits Change in Next Permit <Y,N): N
CommentsAEOPE/sA CLAUSE FOA NH3-N IF CONCENTRATION ABOVE /I MQ/L
Find: N)ext, P>revious, Q>uit?
,

1 1 1 ti.. ... I I V 10w 1✓ v 1 .,i 1 ^► . v/ 1WZ f 1 .
The End NBOD is 6.86 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.66 4.50 2
Reach 1 45.00 90.00 0.00 2.50000
Reach 2 60.00 9.00 4.00 27.50000
Reach 3 2.00 1.00 7.72 6.45000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 12.05 5.26 6.83 0.24000
Reach 6 1.97 1.05 8.07 41.50000
Reach 7 7.60 7.20 2.80 38.50000
Reach 8 123.00 9.00 0.00 4.00000
Reach 9 1.91 1.05 8.07 12.90000
Segment 2 6.72 19.00 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 8.77 12.78 6.55 21.70000
Reach 3 2.00 1.00 7.72 7.60000
Reach 4 150.00 90.00 0.00 40.00000
Discharger
Receiving Stream
MODEL RESULTS
: BREVARD TO ABOVE ASHEVILLE
: FRENCH BROAD RIVER
SUMMER
MODEL FROM BREVARD TO ASHEVILL
The End D.O. is 7 . 13 mg/1.
rr_ionn 4 J. n , / 1
*** MODEL SUMMARY DATA ***
Discharger : BREVARD TO ABOVE ASHEVILLE
Receiving Stream : FRENCH BROAD RIVER
Summer 7Q10 : 157.0
Design Temperature: 23.0
Winter 7Q10 :
Subbasin : 040302
Stream Class: C

!LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 S00 I S00
1 mile 1 ft/mil fps 1 ft 'design! @20° 'design l @20° 'design' @20° 'design' @20° 'design l @20°
I I 1 1 1 1 1 1 I 1 1 1 1 I
Segment 1 1 0.101 3.331 0.786 1 3.69 1 0.57 1 0.50 1 2.13 1 2.001 0,38 1 0.30 1 0.38 1 0.00 10.00 1 0.00
Reach 1 1 I 1 1 1 1 1 1 I 1 1 1 1
I I I 1 1 1 1 1 I 1 1 1 I I
Segment 1 1 4.401 3.331 0.943 1 3.82 1 0.57 1 0.50 1 2.13 1 2.001 0.38 10.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 2 I I 1 1 1 1 1 1 I 1 1 1 I
I I 1 1 1 1 1 I 1 1 1 I I
Segment 1 1 5.901 3.331 0.975 1 3.94 1 0.23 1 0.20 1 3.05 1 2.861 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 3 I I 1 1 1 1 1 1 I 1 1 1 I
I I 1 1 1 1 1 I 1 1 1 I I
Segment 1 1 1.901 3.331 0.973 1 4.06 1 0.23 1 0.20 1 3.04 1 2.851 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 4 1 I 1 1 1 1 1 1 I 1 1 1 I
I I I 1 1 1 1 1 l 1 1 1 I I
Segment 1 I 9.601 3.331 0.969 1 4.19 1 0.23 1 0.20 1 3.03 1 2.841 0.38 1 0.30 1 0.38 1 0.00 10.00 1 0.00
Reach 5 1 I 1 1 1 1 1 1 I 1 1 1 I
I I I 1 1 1 1 1 I 1 1 1 I
Segment 1 1 0.601 3.331 1.137 1 4.42 1 0.23 1 0.20 1 3.56 1 3.331 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 6 1 I 1 1 1 1 1 1 I
I I I 1 1 1 1 1 I 1 1 1 1 I
Segment 1 1 1.601 3.331 1.289 1 4.52 1 0.23 1 0.20 1 4.03 1 3.781 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 7 1 I 1 1 1 1 1 1 I 1 1 1 1
1 I 1 1 1 1 1 1 I 1 1 1 I I
Segment 1 1 0.101 3.331 1.306 1 4.54 1 0.23 1 0.20 1 4.09 1 3.831 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 8 1 I 1 1 1 1 1 1 I 1 1 1 I
I I I 1 1 1 1 1 I 1 1 1 I I
Segment 1 1 5.001 3.331 1.352 1 4.60 1 0.23 1 0.20 1 4,23 1 3.961 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 9 1 I 1 1 1 1 1 1 I 1 1 1 I
I I I 1 1 1 1 1 I 1 1 1 I I
Segment 2 1 8.901 3.331 1.365 1 4.66 1 0.23 1 0.20 1 4.27 1 4.001 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 1 1 I 1 1 1 1 1 1 I 1 1 1 I
I I I 1 1 1 1 1 I 1 1 1 I I
Segment 2 1 2.301 3.331 1.459 1 4.75 1 0.23 1 0.20 1 4.57 1 4.281 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 2 I I 1 1 1 1 1 1 I 1 1 1 I
I I 1 1 1 1 1 I 1 1 1 I I
Segment 2 1 0.801 3.331 1.490 1 4.11 1 0.23 1 0.20 1 4.66 1 4.371 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 3 1 I 1 1 1 1 1 1 I 1 1 1
I I I 1 1 1 1 1 I 1 1 1( I
Segment 2 1 30.001 3.331 1.608 1 5.06 1 0.23 1 0.20 1 5.03 1 4.711 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 4 1 I 1 1 1 1 1 1 I 1 1 1 I
1 Flow 1 CBOD 1 NBOD 1 D.O. I
1 cfs I mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 3.875 1 45.000 1 9O.00O 1 0.000
Headwatersl157.00O 1 2.000 1 1.000 1 7.720
Tributary 1 0.000 1 2.000 1 1.000 1 7.720

Segment 1 Reach 2
Waste 1 42.625 1 60.000 ( 9.000 4.000
Tributary ( 0.000 1 2.000 1 1.000 ( 7.720
* Runoff 1 1.360 1 2.000 1 1.000 1 7.720
Segment 1 Reach 3
Waste 1 9.998 1 2.000 ( 1.000 1 7.720
Tributary 1 0.000 I 2.000 ( 1.000 0.000
* Runoff 1 2.600 1 2.000 1 1.000 1 0.000
Segment 1 Reach 4
Waste 1 0.000 1 0.000
Tributary ( 3.000 1 2.000
* Runoff 1 2.600 1 2.000
Segment 1 Reach 5
Waste 1 0.372 1 12.050
Tributary 0.000 1 2.000
* Runoff 1 2.600 1 2.000
Segment 1 Reach 6
Waste 1 64.325
Tributary 0.000
* Runoff 1 1.000
Segment 1 Reach 7
Waste 1 59.675
Tributary ( 0.000
* Runoff 1 3.000
1.970
2.000
2.000
7.600
2.000
2.000
Segment 1 Reach 8
Waste 1 6.200 1123.000
Tributary 1 0.000 1 2.000
* Runoff 1 3.000 1 2.000
Segment 1 Reach 9
Waste 1 19.995
Tributary 1 0.000
* Runoff 1 1.900
Segment 2 Reach 1
Waste 1 0.000
Headwaters f 0.000
Tributary 1 0.000
* Runoff 1 2.600
1.910
2.000
2.000
0.000
2.000
2.000
2.000
0.000
1.000
1.000
5.260
1.000
1.000
1.050
1.000
1.000
7.200
1.000
1.000
9.000
1.000
1.000
1.050
1.000
1.000
0.000
1.000
1.000
1.000
0.000
0.000
0.000
6.830
0.000
0.000
8.070
0.000
0.000
2.800
0.000
0.000
0.000
0.000
0.000
8.070
0.000
0.000
0.000
7.720
7.720
7.720
Segment 2 Reach 2
Waste 1 33.635 1 8.770 1 12.780 ( 6.550
Tributary 1 0.000 1 2.000 ( 1.000 1 0.000
* Runoff 1 2.600 1 2.000 1 1.000 1 0.000
Segment 2 Reach 3
Waste 1 11.780 1 2.000 1 1.000 1 7.720

I FiI vw I W • W W W
* Runoff 1 2.600
as. • W V W
1 . V V V 1 V • V W V
2.000 1 1.000 1 0.000
Segment 2 Reach 4
Waste 162.000 150.000 90.000
Tributary 1 0.000 2.000 1.000
* Runoff 1 3.000 2.000 1.000
* Runoff flow is in cfs/mile
I Seg # 1 Reach #
1 1
1 1
1 1
1 1
1 1
Seg Mi 1 D.O. 1 CBOD
0.00 7.53 3.04
0.01 7.53 3.03
0.02 7.53 3.03
0.03 7.53 3.03
0.04 7.53 3.03
0.000
0.000
0.000
SUMMER
MODEL FROM BREVARD TO ASHEVILL
NBOD 1 Flow I
3.14 160.88
3.14 160.88
3.14 160.88
3.14 160.88
3.14 160.88

1 1 0.06 7.53 3.03 3.14 160.88
•1 1 0.07 7.53 3.03 3.14 160.88
1 1 0.08 7.53 3.02 3.14 160.88
1 1 0.09 7.53 3.02 3.14 160.88
1 1 0.10 7.53 3.02 3.13 160.88
1 2 0.10 6.79 14.96 4.36 203.50
1 2 0.30 6.71 14.83 4.34 203.77
1 2 0.50 6.63 14.70 4.31 204.04
1 2 0.70 6.56 14.58 4.29 204.32
1 2 0.90 6.49 14.45 4.26 204.59
1 2 1.10 6.42 14.33 4.24 204.86
1 2 1.30 6.36 14.21 4.21 205.13
1 2 1.50 6.30 14.08 4.19 205.40
1 2 1.70 6.24 13.96 4.16 205.68
1 2 1.90 6.18 13.84 4.14 205.95
1 2 2.10 6.13 13.73 4.11 206.22
1 2 2.30 6.08 13.61 4.09 206.49
1 2 2.50 6.03 13.49 4.06 206.76
1 2 2.70 5.98 13.38 4.04 207.04
1 2 2.90 5.94 13.26 4.02 207.31
1 2 3.10 5.90 13.15 3.99 207.58
1 2 3.30 5.86 13.04 3.97 207.85
1 2 3.50 5.82 12.93 3.95 208.12
1 2 3.70 5.78 12.82 3.92 208.40
1 2 3.90 5.75 12.71 3.90 208.67
1 2 4.10 5.72 12.60 3.88 208.94
1 2 4.30 5.69 12.49 3.86 209.21
1 2 4.50 5.66 12.39 3.83 209.48
1 3 4.50 5.75 11.92 3.70 219.48
1 3 4.60 5.77 11.89 3.69 219.74
1 3 4.70 5.79 11.86 3.68 220.00
1 3 4.80 5.82 11.83 3.67 220.26
1 3 4.90 5.84 11.80 3.66 220.52
1 3 5.00 5.86 11.77 3.64 220.78
1 3 5.10 5.87 11.74 3.63 221.04
1 3 5.20 5.89 11.72 3.62 221.30
1 3 5.30 5.91 11.69 3.61 221.56
1 3 5.40 5.93 11.66 3.60 221.82
1 3 5.50 5.95 11.63 3.59 222.08
1 3 5.60 5.97 11.60 3.57 222.34
1 3 5.70 5.99 11.58 3.56 222.60
1 3 5.80 6.00 11.55 3.55 222.86
1 3 5.90 6.02 11.52 3.54 223.12
1 3 6.00 6.04 11.49 3.53 223.38
1 3 6.10 6.05 11.46 3.52 223.64
1 3 6.20 6.07 11.44 3.51 223.90
1 3 6.30 6.09 11.41 3.50 224.16
1 3 6.40 6.10 11.38 3.48 224.42
1 3 6.50 6.12 11.36 3.47 224.68
1 3 6.60 6.13 11.33 3.46 224.94
1 3 6.70 6.15 11.30 3.45 225.20
1 3 6.80 6.16 11.27 3.44 225.46
1 3 6.90 6.18 11.25 3.43 225.72
1 3 7.00 6.19 11.22 3.42 225.98
1 3 7.10 6.21 11.19 3.41 226.24
1 3 7.20 6.22 11.17 3.40 226.50
1 3 7.30 6.23 11.14 3.39 226.76
1 3 7.40 6.25 11.11 3.37 227.02
1 3 7.50 6.26 11.09 3.36 227.28
1 3 7.60 6.27 11.06 3.35 227.54
1 3 7.70 6.29 11.04 3.34 227.80
1 3 7.80 6.30 11.01 3.33 228.06
1 3 7.90 6.31 10.98 3.32 228.32
1 3 8.00 6.33 10.96 3.31 228.58
1 3 8.10 6.34 10.93 3.30 228.84

1 3 8.30 6.36 10.88 3.28 229.36
1' 3 8.40 6.37 10.85 3.27 229.62
1 3 8.50 6.39 10.83 3.26 229.88
1 3 8.60 6.40 10.80 3.25 230.14
1 3 8.70 6.41 10.78 3.24 230.40
1 3 8.80 6.42 10.75 3.23 230.66
1 3 8.90 6.43 10.73 3.22 230.92
1 3 9.00 6.44 10.70 3.21 231.18
1 3 9.10 6.45 10.68 3.20 231.44
1 3 9.20 6.46 10.65 3.19 231.70
1 3 9.30 6.47 10.63 3.18 231.96
1 3 9.40 6.48 10.60 3.17 232.22
1 3 9.50 6.49 10.58 3.16 232.48
1 3 9.60 6.50 10.55 3.15 232.74
1 3 9.70 6.51 10.53 3.14 233.00
1 3 9.80 6.52 10.50 3.13 233.26
1 3 9.90 6.53 10.48 3.12 233.52
1 3 10.00 6.54 10.45 3.11 233.78
1 3 10.10 6.55 10.43 3.10 234.04
1 3 10.20 6.56 10.40 3.09 234.30
1 3 10.30 6.57 10.38 3.08 234.56
1 3 10.40 6.58 10.36 3.07 234.82
1 4 10.40 6.49 10.25 3.04 237.82
1 4 10.50 6.51 10.23 3.04 238.08
1 4 10.60 6.52 10.20 3.03 238.34
1 4 10.70 6.53 10.18 3.02 238.60
1 4 10.80 6.54 10.16 3.01 238.86
1 4 10.90 6.55 10.13 3.00 239.12
1 4 11.00 6.56 10.11 2.99 239.38
1 4 11.10 6.57 10.09 2.98 239.64
1 4 11.20 6.58 10.06 2.97 239.90
1 4 11.30 6.59 10.04 2.96 240.16
1 4 11.40 6.60 10.02 2.95 240.42
1 4 11.50 6.61 9.99 2.94 240.68
1 4 11.60 6.61 9.97 2.93 240.94
1 4 11.70 6.62 9.95 2.92 241.20
1 4 11.80 6.63 9.92 2.92 241.46
1 4 11.90 6.64 9.90 2.91 241.72
1 4 12.00 6.65 9.88 2.90 241.98
1 4 12.10 6.66 9.86 2.89 242.24
1 4 12.20 6.67 9.83 2.88 242.50
1 4 12.30 6.68 9.81 2.87 242.76
1 5 12.30 6.68 9.81 2.87 243.13
1 5 12.40 6.68 9.79 2.87 243.39
1 5 12.50 6.69 9.77 2.86 243.65
1 5 12.60 6.70 9.75 2.85 243.91
1 5 12.70 6.71 9.72 2.84 244.17
1 5 12.80 6.72 9.70 2.83 244.43
1 5 12.90 6.72 9.68 2.82 244.69
1 5 13.00 6.73 9.66 2.81 244.95
1 5 13.10 6.74 9.64 2.81 245.21
1 5 13.20 6.75 9.61 2.80 245.47
1 5 13.30 6.75 9.59 2.79 245.73
1 5 13.40 6.76 9.57 2.78 245.99
1 5 13.50 6.77 9.55 2.77 246.25
1 5 13.60 6.78 9.53 2-.76 246.51
1 5 13.70 6.78 9.50 2.75 246.77
1 5 13.80 6.79 9.48 2.75 247.03
1 5 13.90 6.80 9.46 2.74 247.29
1 5 14.00 6.80 9.44 2.73 247.55
1 5 14.10 6.81 9.42 2.72 247.81
1 5 14.20 6.82 9.40 2.71 248.07
1 5 14.30 6.82 9.38 2.70 248.33
1 5 14.40 6.83 9.35 2.70 248.59
1 5 14.50 6.84 9.33 2.69 248.85

v• v . c.. . W W L ^T V. 1 1
1 5 14.70 6.85 9.29 2.67 249.37
Y 5 14.80 6.85 9.27 2.66 249.63
1 5 14.90 6.86 9.25 2.66 249.89
1 5 15.00 6.87 9.23 2.65 250.15
1 5 15.10 6.87 9.21 2.64 250.41
1 5 15.20 6.88 9.19 2.63 250.67
1 5 15.30 6.88 9.17 2.62 250.93
1 5 15.40 6.89 9.15 2.62 251.19
1 5 15.50 6.90 9.12 2.61 251.45
1 5 15.60 6.90 9.10 2.60 251.71
1 5 15.70 6.91 9.08 2.59 251.97
1 5 15.80 6.91 9.06 2.58 252.23
1 5 15.90 6.92 9.04 2.58 252.49
1 5 16.00 6.92 9.02 2.57 252.75
1 5 16.10 6.93 9.00 2.56 253.01
1 5 16.20 6.93 8.98 2.55 253.27
1 5 16.30 6.94 8.96 2.55 253.53
1 5 16.40 6.95 8.94 2.54 253.79
1 5 16.50 6.95 8.92 2.53 254.05
1 5 16.60 6.96 8.90 2.52 254.31
1 5 16.70 6.96 8.88 2.51 254.57
1 5 16.80 6.97 8.86 2.51 254.83
1 5 16.90 6.97 8.84 2.50 255.09
1 5 17.00 6.98 8.82 2.49 255.35
1 5 17.10 6.98 8.80 2.48 255.61
1 5 17.20 6.99 8.78 2.48 255.87
1 5 17.30 6.99 8.76 2.47 256.13
1 5 17.40 6.99 8.74 2.46 256.39
1 5 17.50 7.00 8.72 2.46 256.65
1 5 17.60 7.00 8.71 2.45 256.91
1 5 17.70 7.01 8.69 2.44 257.17
1 5 17.80 7.01 8.67 2.43 257.43
1 5 17.90 7.02 8.65 2.43 257.69
1 5 18.00 7.02 8.63 2.42 257.95
1 5 18.10 7.03 8.61 2.41 258.21
1 5 18.20 7.03 8.59 2.40 258.47
1 5 18.30 7.04 8.57 2.40 258.73
1 5 18.40 7.04 8.55 2.39 258.99
1 5 18.50 7.04 8.53 2.38 259.25
1 5 18.60 7.05 8.51 2.38 259.51
1 5 18.70 7.05 8.50 2.37 259.77
1 5 18.80 7.06 8.48 2.36 260.03
1 5 18.90 7.06 8.46 2.36 260.29
1 5 19.00 7.07 8.44 2.35 260.55
1 5 19.10 7.07 8.42 2.34 260.81
1 5 19.20 7.07 8.40 2.33 261.07
1 5 19.30 7.08 8.38 2.33 261.33
1 5 19.40 7.08 8.36 2.32 261.59
1 5 19.50 7.09 8.35 2.31 261.85
1 5 19.60 7.09 8.33 2.31 262.11
1 5 19.70 7.09 8.31 2.30 262.37
1 5 19.80 7.10 8.29 2.29 262.63
1 5 19.90 7.10 8.27 2.29 262.89
1 5 20.00 7.11 8.25 2.28 263.15
1 5 20.10 7.11 8.24 2.27 263.41
1 5 20.20 7.11 8.22 2.27 263.67
1 5 20.30 7.12 8.20 2.26 263.93
1 5 20.40 7.12 8.18 2.25 264.19
1 5 20.50 7.12 8.16 2.25 264.45
1 5 20.60 7.13 8.15 2.24 264.71
1 5 20.70 7.13 8.13 2.23 264.97
1 5 20.80 7.14 8.11 2.23 265.23
1 5 20.90 7.14 8.09 2.22 265.49
1 5 21.00 7.14 8.08 2.21 265.75
1 5 21.10 7.15 8.06 2.21 266.01

1 5 21.30 7.15 8.02 2.20 266.53
.1 • 5 21.40 7.16 8.01 2.19 266.79
1 5 21.50 7.16 7.99 2.18 267.05
1 5 21.60 7.16 7.97 2.18 267.31
1 5 21.70 7.17 7.95 2.17 267.57
1 5 21.80 7.17 7.94 2.16 267.83
1 5 21.90 7.17 7.92 2.16 268.09
1 6 21.90 7.35 6.77 1.94 332.42
1 6 22.00 7.36 6.76 1.94 332.52
1 6 22.10 7.37 6.75 1.93 332.62
1 6 22.20 7.37 6.74 1.93 332.72
1 6 22.30 7.38 6.73 1.93 332.82
1 6 22.40 7.39 6.72 1.92 332.92
1 6 22.50 7.40 6.71 1.92 333.02
1 7 22.50 6.70 6.84 2.72 392.69
1 7 22.60 6.72 6.83 2.71 392.99
1 7 22.70 6.74 6.82 2.71 393.29
1 7 22.80 6.75 6.81 2.70 393.59
1 7 22.90 6.77 6.80 2.70 393.89
1 7 23.00 6.79 6.79 2.69 394.19
1 7 23.10 6.81 6.78 2.68 394.49
1 7 23.20 6.82 6.77 2.68 394.79
1 7 23.30 6.84 6.76 2.67 395.09
1 7 23.40 6.85 6.75 2.67 395.39
1 7 23.50 6.87 6.73 2.66 395.69
1 7 23.60 6.89 6.72 2.65 395.99
1 7 23.70 6.90 6.71 2.65 396.29
1 7 23.80 6.92 6.70 2.64 396.59
1 7 23.90 6.93 6.69 2.64 396.89
1 7 24.00 6.94 6.68 2.63 397.19
1 7 24.10 6.96 6.67 2.62 397.49
1 8 24.10 6.85 8.46 2.72 403.69
1 8 24.11 6.85 8.45 2.72 403.72
1 8 24.12 6.85 8.45 2.72 403.75
1 8 24.13 6.86 8.45 2.72 403.78
1 8 24.14 6.86 8.45 2.72 403.81
1 8 24.15 6.86 8.45 2.72 403.84
1 8 24.16 6.86 8.45 2.72 403.87
1 8 24.17 6.86 8.45 2.72 403.90
1 8 24.18 6.86 8.45 2.72 403.93
1 8 24.19 6.86 8.44 2.72 403.96
1 8 24.20 6.86 8.44 2.72 403.99
1 9 24.20 6.92 8.13 2.64 423.99
1 9 24.40 6.95 8.11 2.63 424.37
1 9 24.60 6.98 8.09 2.62 424.75
1 9 24.80 7.01 8.07 2.61 425.13
1 9 25.00 7.04 8.05 2.60 425.51
1 9 25.20 7.07 8.02 2.58 425.89
1 9 25.40 7.09 8.00 2.57 426.27
1 9 25.60 7.12 7.98 2.56 426.65
1 9 25.80 7.14 7.96 2.55 427.03
1 9 26.00 7.16 7.94 2.54 427.41
1 9 26.20 7.19 7.91 2.53 427.79
1 9 26.40 7.21 7.89 2.52 428.17
1 9 26.60 7.23 7.87 2.51 428.55
1 9 26.80 7.25 7.85 2.50 428.93
1 9 27.00 7.27 7.83 2.49 429.31
1 9 27.20 7.29 7.81 2.48 429.69
1 9 27.40 7.30 7.79 2.47 430.07
1 9 27.60 7.32 7.76 2.47 430.45
1 9 27.80 7.34 7.74 2.46 430.83
1 9 28.00 7.36 7.72 2.45 431.21
1 9 28.20 7.37 7.70 2.44 431.59
1 9 28.40 7.39 7.68 2.43 431.97
1 9 28.60 7.40 7.66 2.42 432.35

. w ... ... . .. w r • -r ... r • v T L. . ^T 1 T J (w . 1 J
1. r 9 29.00 7.43 7.62 2.40 433.11
1'* 9 29.20 7.44 7.60 2.39 433.49
2 1 0.00 7.44 7.60 2.39 433.49
2 1 0.10 7.45 7.59 2.38 433.75
2 1 0.20 7.46 7.57 2.38 434.01
2 1 0.30 7.47 7.56 2.37 434.27
2 1 0.40 7.48 7.55 2.37 434.53
2 1 0.50 7.49 7.54 2.36 434.79
2 1 0.60 7.50 7.53 2.36 435.05
2 1 0.70 7.51 7.52 2.36 435.31
2 1 0.80 7.52 7.51 2.35 435.57
2 1 0.90 7.53 7.50 2.35 435.83
2 1 1.00 7.54 7.49 2.34 436.09
2 1 1.10 7.54 7.47 2.34 436.35
2 1 1.20 7.55 7.46 2.33 436.61
2 1 1.30 7.56 7.45 2.33 436.87
2 1 1.40 7.57 7.44 2.32 437.13
2 1 1.50 7.58 7.43 2.32 437.39
2 1 1.60 7.58 7.42 2.31 437.65
2 1 1.70 7.59 7.41 2.31 437.91
2 1 1.80 7.60 7.40 2.30 438.17
2 1 1.90 7.61 7.39 2.30 438.43
2 1 2.00 7.61 7.38 2.29 438.69
2 1 2.10 7.62 7.37 2.29 438.95
2 1 2.20 7.63 7.36 2.28 439.21
2 1 2.30 7.63 7.34 2.28 439.47
2 1 2.40 7.64 7.33 2.28 439.73
2 1 2.50 7.65 7.32 2.27 439.99
2 1 2.60 7.65 7.31 2.27 440.25
2 1 2.70 7.66 7.30 2.26 440.51
2 1 2.80 7.67 7.29 2.26 440.77
2 1 2.90 7.67 7.28 2.25 441.03
2 1 3.00 7.68 7.27 2.25 441.29
2 1 3.10 7.68 7.26 2.24 441.55
2 1 3.20 7.69 7.25 2.24 441.81
2 1 3.30 7.70 7.24 2.23 442.07
2 1 3.40 7.70 7.23 2.23 442.33
2 1 3.50 7.71 7.22 2.23 442.59
2 1 3.60 7.71 7.21 2.22 442.85
2 1 3.70 7.72 7.20 2.22 443.11
2 1 3.80 7.72 7.19 2.21 443.37
2 1 3.90 7.73 7.18 2.21 443.63
2 1 4.00 7.73 7.17 2.20 443.89
2 1 4.10 7.74 7.16 2.20 444.15
2 1 4.20 7.74 7.14 2.19 444.41
2 1 4.30 7.75 7.13 2.19 444.67
2 1 4.40 7.75 7.12 2.19 444.93
2 1 4.50 7.76 7.11 2.18 445.19
2 1 4.60 7.76 7.10 2.18 445.45
2 1 4.70 7.77 7.09 2.17 445.71
2 1 4.80 7.77 7.08 2.17 445.97
2 1 4.90 7.78 7.07 2.16 446.23
2 1 5.00 7.78 7.06 2.16 446.49
2 1 5.10 7.78 7.05 2.15 446.75
2 1 5.20 7.79 7.04 2.15 447.01
2 1 5.30 7.79 7.03 2.15 447.27
2 1 5.40 7.80 7.02 2.14 447.53
2 1 5.50 7.80 7.01 2.14 447.79
2 1 5.60 7.81 7.00 2.13 448.05
2 1 5.70 7.81 6.99 2.13 448.31
2 1 5.80 7.81 6.98 2.12 448.57
2 1 5.90 7.82 6.97 2.12 448.83
2 1 6.00 7.82 6.96 2.12 449.09
2 1 6.10 7.82 6.95 2.11 449.35
2 1 6.20 7.83 6.94 2.11 449.61

. w r w i • v v V • V J L . 1 V T T V • V
2, 1 6.40 7.84 6.92 2.10 450.13
2 1 6.50 7.84 6.91 2.10 450.39
2 1 6.60 7.84 6.90 2.09 450.65
2 1 6.70 7.85 6.89 2.09 450.91
2 1 6.80 7.85 6.88 2.08 451.17
2 1 6.90 7.85 6.87 2.08 451.43
2 1 7.00 7.86 6.86 2.07 451.69
2 1 7.10 7.86 6.85 2.07 451.95
2 1 7.20 7.86 6.84 2.07 452.21
2 1 7.30 7.86 6.83 2.06 452.47
2 1 7.40 7.87 6.82 2.06 452.73
2 1 7.50 7.87 6.81 2.05 452.99
2 1 7.60 7.87 6.80 2.05 453.25
2 1 7.70 7.88 6.79 2.05 453.51
2 1 7.80 7.88 6.78 2.04 453.77
2 1 7.90 7.88 6.77 2.04 454.03
2 1 8.00 7.89 6.76 2.03 454.29
2 1 8.10 7.89 6.75 2.03 454.55
2 1 8.20 7.89 6.75 2.03 454.81
2 1 8.30 7.89 6.74 2.02 455.07
2 1 8.40 7.90 6.73 2.02 455.33
2 1 8.50 7.90 6.72 2.01 455.59
2 1 8.60 7.90 6.71 2.01 455.85
2 1 8.70 7.90 6.70 2.01 456.11
2 1 8.80 7.91 6.69 2.00 456.37
2 1 8.90 7.91 6.68 2.00 456.63
2 2 8.90 7.82 6.82 2.74 490.26
2 2 9.00 7.82 6.81 2.73 490.52
2 2 9.10 7.82 6.80 2.73 490.78
2 2 9.20 7.81 6.79 2.72 491.04
2 2 9.30 7.81 6.79 2.72 491.30
2 2 9.40 7.81 6.78 2.71 491.56
2 2 9.50 7.81 6.77 2.71 491.82
2 2 9.60 7.81 6.76 2.70 492.08
2 2 9.70 7.81 6.75 2.70 492.34
2 2 9.80 7.81 6.74 2.69 492.60
2 2 9.90 7.81 6.73 2.69 492.86
2 2 10.00 7.81 6.72 2.68 493.12
2 2 10.10 7.81 6.71 2.68 493.38
2 2 10.20 7.81 6.70 2.67 493.64
2 2 10.30 7.81 6.70 2.67 493.90
2 2 10.40 7.81 6.69 2.66 494.16
2 2 10.50 7.81 6.68 2.65 494.42
2 2 10.60 7.81 6.67 2.65 494.68
2 2 10.70 7.81 6.66 2.64 494.94
2 2 10.80 7.81 6.65 2.64 495.20
2 2 10.90 7.81 6.64 2.63 495.46
2 2 11.00 7.81 6.63 2.63 495.72
2 2 11.10 7.81 6.62 2.62 495.98
2 2 11.20 7.81 6.62 2.62 496.24
2 3 11.20 7.81 6.51 2.58 508.02
2 3 11.30 7.81 6.50 2.58 508.28
2 3 11.40 7.81 6.49 2.57 508.54
2 3 11.50 7.81 6.48 2.57 508.80
2 3 11.60 7.81 6.48 2.56 509.06
2 3 11.70 7.81 6.47 2.56 509.32
2 3 11.80 7.81 6.46 2.55 509.58
2 3 11.90 7.82 6.45 2.55 509.84
2 3 12.00 7.82 6.44 2.54 510.10
2 4 12.00 6.97 22.00 12.02 572.10
2 4 13.00 6.89 21.70 11.79 575.10
2 4 14.00 6.83 21.41 11.57 578.10
2 4 15.00 6.79 21.13 11.35 581.10
2 4 16.00 6.76 20.85 11.14 584.10
2 4 17.00 6.74 20.57 10.93 587.10

2
2.
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Seg #
4 19.00 6.72
4 20.00 6.73
4 21.00 6.73
4 22.00 6.74
4 23.00 6.75
4 24.00 6.77
4 25.00 6.78
4 26.00 6.80
4 27.00 6.82
4 28.00 6.84
4 29.00 6.86
4 30.00 6.88
4 31.00 6.90
4 32.00 6.93
4 33.00 6.95
4 34.00 6.97
4 35.00 6.99
4 36.00 7.01
4 37.00 7.03
4 38.00 7.05
4 39.00 7.07
4 40.00 7.09
4 41.00 7.11
4 42.00 7.13
Reach # I Seg Mi I D.O.
20.03
19.77
19.51
19.25
19.00
18.75
18.51
18.27
18.03
17.80
17.57
17.34
17.12
16.90
16.68
16.47
16.26
16.05
15.85
15.64
15.45
15.25
15.06
14.87
CBOD
1 V . r c.
10.52
10.32
10.13
9.94
9.76
9.57
9.40
9.22
9.05
8.88
8.72
8.56
8.40
8.25
8.09
7.95
7.80
7.66
7.52
7.38
7.25
7.12
6.99
6.86
NBOD
V V V. I V
593.10
596. 10
599.10
602.10
605.10
608.10
611.10
614.10
617.10
620.10
623.10
626. 10
629.10
632.10
635.10
638.10
641.10
644.10
647.10
650.10
653.10
656.10
659.10
662.10
Flow I

MODEL RESULTS
UMMER
MODEL FOR CRANSTON PRINT WORKS
INC. ECUSTA,EREVARD,DUPONT UPS
Discharger : CRANSTON PRINT WORKS COMPANY
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 6.50 gjl.
The End CBOD is 5.56 mq/1.
The End NEOD is 2.35 mg/1.
DO Min
(mg/1) Milepoint Reach #
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5. 1 6 4.45 2 smAuhw
Reach 1 90.00 45.00 0.00 2.50000
Reach 2 80.00 9.00 4.00 27.00000
ezosTA
Segment 2 6.59 0.00 '1
pJ e•N'r
Reach 1 63.00 9.00 0.00 2.00000
Segment 3 5.33 5.00 1
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 4,, 0.00 0.00 0.00 0.00000
Reach 4 94.95 0.00 0.00 4.00000
Reach 5 0.00 0.00 0.00 0.00000
ew•� .f 3/.6 s'„) (Q /36DS X 3

** MODEL SUMMARY DATA )K**
Discharger : CRANSTON PRINT WORKS COMPANY Subbasin : 040302
Receiving Stream : FRENCH BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 316.0
Design Temperature: 23.0
Winter 7Q10 : 390.0
'LENGTH' SLOPE] VELOCITY 1 DEPTH' Kd 1 Kd I Ka 1 Ka 1 KN 1 KR 1 KNR 1 KNR 1 S00 1 SOD
1 mile 1 ft/mil fps 1 ft (design) @20° (design' @20° 'design@20° 'design' @20° Idesign' @20°
I I I
Segment 1 1 0,051 5.001 0.900 13.45 1 0.51 1 0.50 1 2,13 1 2,001 0.38 1 0.30 1 0.38 1 0.30 1 0.00 1 0.00
Reach 1 l I I 1 1 1 1 1 1 1 1 1 I
I I I
Segment 1 1 4,401 5.001 0.900 1 3.90 1 0.51 1 0.50 1 2.13 1 2.001 0.38 1 0.30 1 0.38 1 0.30 1 0.00 1 0.00
Reach 2 I I I 1 1 1 1 1 1 1 1 1 I
i l l
Segment 2 1 8.501 40.001 0.933 1 1.53 1 0.60 1 0.52 135.06 1 32.851 0.63 1 0.50 1 0,63 ( 0.00 1 0.00 1 0,00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 1
I I
Segment 3 1 18.001 5,001 0.900 1 4.52 1 0.51 1 0.50 1 2.13 1 2.001 0.38 i 0.30 1 0.38 1 0.30 1 0,00 1 0.00
Reach 1 1 I I 1 1 1 1 ! 1 1 1 1 I
{ I I 11 1 I i l l l l l l
Segment 3 1 0.101 5.001 0.900 1 4.95 1 0.51 1 0.50 1 2,13 1 2.001 0.38 1 0.30 1 0.38 1 0.00 ( 0.00 1 0.00
Reach 2 1 I ( I I I I I I I I I I
I I!
Segment 3 1 1.601 5.001 0.900 1 5.21 1 0.51 1 0.50 1 2.13 1 2.001 0.38 10,30 1 0,38 1 0.00 1 0.00 1 0.00
Reach 3 I I i I I I I I I I I 1
I f
Segment 3 1 0.021 5.001 0.900 1 5.33 1 0,57 1 0.50 1 2.13 1 2.001 0,38 ( 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 4 I I I 1 1 1 1 1 1 I I 1 I
I I I I I I I I I I I I
Segment 3 1 5.001 4.001 0.900 1 5.41 1 0.51 1 0,50 1 2.13 1 2.001 0.38 1 0,30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 5 I I I 1 1 1 1 1 1 1 1 1 I
1 Flow 1 CBOD 1 NBOD 1 0.0 . 1
1 cfs 1 mg/1 1 mg/1 ! mg/1 I
Segment 1 Reach 1
Waste 1 3.875 1 90.000 1 45.000 1 0.000
Headwaters1157.000 1 2.000 1 1.000 ( 7.720
Tributary 1 0,000 1 2.000 1 1.000 1 7.720
* Runoff 1 1.360 1 2.000 1 1.000 1 7.720
Segment 1 Reach 2
Waste 1 41.850 1 80.000 1 9.000 1 4.000

I r I L'U Ldr'y 1 u. uuu 1 ..uuu 1 I .uuu 1 I. r 4U
4 Runoff 1 1.360 1 2.000 1 1.000 1 7.720
Segment 2 each 1
Waste 1 3.100 1 63.000
Headwatersl 18.000 1 2.000
Tributary I 0.000 1 2.000
* Runoff 1 2.700 1 2.000
Segment 3 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.000
0.000
0.000
2.600
Segment 3 each 2
Waste 0.000
Tributary 31.000
* Runoff 1.000
Segment 3 Reach 3
Waste j 0.000
Tributary 41.000
* Runoff 1 3.000
0.000
2.000
2.000
2.000
0.000
2.000
2.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
0.000 1 0.000
9.500 1 14.900
2.000 1 1.000
0.000
7.720
7.720
7.720
0.000
7.720
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
Segment 3 Reach 4
Waste ( 6.200 194.950 1 0.000 ( 0.000
Tributary ( 0.000 j 2.000 1 1.000 1 7.720
* Runoff ( 3.000 1 2.000 1.000 1 7.720
Segment 3 Reach 5
Waste ( 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 16.200 1 2.000 1 1.000 1 7.720
* Runoff 1 1.900 1 2.000 1 1.000 1 7.720
* Runoff flow is in cfs/mile

SUMMER
MODEL FOR CRANSTON PRINT WORKS
INC. ECUSTA,BREVARD,DUPONT UPS
Seg # 1 Reach # 1 Seg Mi 1 D.O. I CBOD 1 NBOD I Flow I
1 1 0.00 7.53 4.12 2.06 160.88
1 1 0.01 7.53 4.12 2.06 160.89
1 1 0.02 7.53 4.12 2.06 160.90
1 1 0.03 7.53 4.11 2.06 160.92
1 1 0.04 7.53 4.11 2.06 160.93
1 1 0.05 7.53 4.11 2.06 160.94
1 2 0.05 6.80 19.77 3.49 202.79
1 2 0.25 6.69 19.59 3.47 203.06
1 2 0.45 6.57 19.42 3.45 203.34
1 2 0.65 6.47 19.25 3.43 203.61
1 2 0.85 6.36 19.07 3.41 203.88
1 2 1.05 6.27 18.90 3.39 204.15
1 2 1.25 6.17 18.73 3.36 204.42
1 2 1.45 6.08 18.57 3.34 204.70
1 2 1.65 6.00 18.40 3.32 204.97
1 2 1.85 5.92 18.24 3.30 205.24
1 2 2.05 5.84 18.07 3.28 205.51
1 2 2.25 5.77 17.91 3.26 205.78
1 2 2.45 5.70 17.75 3.24 206.06
1 2 2.65 5.63 17.59 3.22 206.33
1 2 2.85 5.56 17.44 3.21 206.60
1 2 3.05 5.50 17.28 3.19 206.87
1 2 3.25 5.45 17.13 3.17 207.14
1 2 3.45 5.39 16.97 3.15 207.42
1 2 3.65 5.34 16.82 3.13 207.69
1 2 3.85 5.29 16.67 3.11 207.96
1 2 4.05 5.25 16.52 3.09 208.23
1 2 4.25 5.20 16.38 3.07 208.50
1 2 4.45 5.16 16.23 3.05 208.78
2 1 0.00 6.59 10.96 2.18 21.10
2 1 0.10 6.96 10.81 2.15 21.37
2 1 0.20 7.26 10.65 2.13 21.64
2 1 0.30 7.49 10.51 2.11 21.91
2 1 0.40 7.67 10.36 2.08 22.18
2 1 0.50 7.81 10.22 2.06 22.45
2 1 0.60 7.93 10.08 2.04 22.72
2 1 0.70 8.02 9.95 2.02 22.99
2 1 0.80 8.09 9.82 2.00 23.26
2 1 0.90 8.14 9.69 1.98 23.53
2 1 1.00 8.19 9.57 1.96 23.80
2 1 1.10 8.22 9.45 1.94 24.07
2 1 1.20 8.25 9.33 1.92 24.34
2 1 1.30 8.28 9.21 1.91 24.61
2 1 1.40 8.29 9.10 1.89 24.88
2 1 1.50 8.31 8.98 1.87 25.15
2 1 1.60 8.32 8.88 1.85 25.42
2 1 1.70 8.33 8.77 1.84 25.69
2 1 1.80 8.34 8.66 1.82 25.96
2 1 1.90 8.35 8.56 1.81 26.23
2 1 2.00 8.35 8.46 1.79 26.50
2 1 2.10 8.36 8.36 1.77 26.77
2 1 2.20 .8.36 8.27 1.76 27.04
2 1 2.30 8.37 8.17 1.75 27.31
2 1 2.40 8.37 8.08 1.73 27.58
2 1 2.50 8.38 7.99 1.72 27.85
2 1 2.60 8.38 7.90 1.70 28.12
2 1 2.70 8.38 7.82 1.69 28.39

d.. OW
2.90
3.00
3.10
3.20
3.30
3.40
3.50
3.60
3.70
3.80
3.90
4.00
4.10
4.20
4.30
4.40
4.50
4.60
4.70
4.80
4.90
5.00
5.10
5.20
5.30
5.40
5.50
5.60
5.70
5.80
5.90
6.00
6.10
6.20
6.30
6.40
6.50
6.60
6.70
6.80
6.90
7.00
7.10
7.20
7.30
7.40
7.50
7.60
7.70
7.80
7.90
8.00
8.10
8.20
8.30
8.40
8.50
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
O . J O
8.39
8.39
8.39
8.39
8.39
8.40
8.40
8.40
8.40
8.40
8.41
8.41
8.41
8.41
8.41
8.41
8.41
8.42
8.42
8.42
8.42
8.42
8.42
8.42
8.43
8.43
8.43
8.43
8.43
8.43
8.43
8.43
8.44
8.44
8.44
8.44
8.44
8.44
8.44
8.44
8.44
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.46
8.46
8.46
8.46
8.46
5.74
5.70
5.66
5.63
5.60
5.57
5.55
5.52
f . f
7.65
7.57
7.49
7.41
7.33
7.25
7.18
7.11
7.03
6.96
6.89
6.82
6.76
6.69
6.63
6.56
6.50
6.44
6.38
6.32
6.26
6.20
6.15
6.09
6.04
5.98
5.93
5.88
5.83
5.77
5.72
5.68
5.63
5.58
5.53
5.49
5.44
5.39
5.35
5.31
5.26
5.22
5.18
5.14
5.10
5.06
5.02
4.98
4.94
4.90
4.86
4.83
4.79
4.75
4.72
4.68
4.65
14.21 ((
14.08
13.94
13.81
13.68
13.55
13.42
13.30
1 • 00
1.66
1.65
1.64
1.62
1.61
1.60
1.59
1.58
1.56
1.55
1.54
1.53
1.52
1.51
1.50
1.49
1.48
1.47
1.46
1.45
1.44
1.43
1.42
1.41
1.40
1.40
1.39
1.38
1.37
1.36
1.35
1.34
1.34
1.33
1.32
1.31
1.31
1.30
1.29
1.28
1.28
1.27
1.26
1.26
1.25
1.24
1.24
1.23
1.22
1.22
1.21
1.20
1.20
1.19
1.18
1.18
1.17
2.73
2.71
2.69
2.67
2.66
2.64
2.62
2.61
G O • W W
28.93
29.20
29.47
29.74
30.01
30.28
30.55
30.82
31.09
31.36
31.63
31.90
32.17
32.44
32.71
32.98
33.25
33.52
33.79
34.06
34.33
34.60
34.87
35.14
35.41
35.68
35.95
36.22
36.49
36.76
37.03
37.30
37.57
37.84
38.11
38.38
38.65
38.92
39.19
39.46
39.73
40.00
40.27
40.54
40.81
41.08
41.35
41.62
41.89
42.16
42.43
42.70
42.97
43.24
43.51
43.78
44.05
252.83
253.35
253.87
254.39
254.91
255.43
255.95
256.47

3 , 1 1.80 5.48 13.04 2.57 257.51
•3 1 2.00 5.46 12.92 2.56 258.03
3 1 2.20 5.44 12.80 2.54 258.55
3 1 2.40 5.42 12.68 2.53 259.07
3 1 2.60 5.41 12.56 2.51 259.59
3 1 2.80 5.39 12.44 2.49 260.11
3 1 3.00 5.38 12.32 2.48 260.63
3 1 3.20 5.37 '12.21 2.46 261,15
3 1 3.40 5.36 12.09 2.45 261.67
3 1 3.60 5.35 11.98 2.43 262.19
3 1 3.80 5.35 11.87 2.42 262.71
3 1 4.00 5.34 11.75 2.40 263.23
3 1 4.20 5.34 11.64 2.39 263.75
3 1 4.40 5.33 11.54 2.37 264.27
3 1 4.60 5.33 11.43 2.36 264.79
3 1 4.80 5.33 11,32 2.34 265.31
3 1 5.00 5.33 11.21 2.33 265.83
3 1 5.20 5.33 11.11 2.31 266.35
3 1 5.40 5.33 11.01 2.30 266.87
3 1 5.60 5.33 10.90 2.28 267.39
3 1 5.80 5.33 10.80 2.27 267,91
3 1 6.00 5.34 10.70 2.26 268.43
3 1 6.20 5.34 10.60 2.24 268.95
3 1 6.40 5.35 10.50 2.23 269.47
3 1 6.60 5.35 10.40 2.21 269.99
3 1 6.80 5.36 10.31 2.20 270.51
3 1 7.00 5.36 10.21 2.19 271.03
3 1 7.20 5.37 10.12 2.17 271.55
3 1 7.40 5.38 10.02 2.16 272.07
3 1 7.60 5.39 9,93 2.15 272.59
3 1 7.80 5.40 9.84 2.13 273.11
3 1 8.00 5.41 9,75 2.12 273.63
3 1 8.20 5.41 9.66 2.11 274.15
3 1 8.40 5.43 9.57 2.09 274.67
3 1 8.60 5,44 9.48 2.08 275.19
3 1 8.80 5.45 9.39 2.07 275.71
3 1 9.00 5.46 9.30 2.06 276.23
3 1 9.20 5,47 9.22 2.04 276.75
3 1 9.40 5.48 9.13 2.03 277.27
3 1 9.60 5.50 9.05 2.02 277.79
3 1 9.80 5.51 8.97 2.01 278.31
3 1 10.00 5.52 8.88 1.99 278.83
3 1 10.20 5.53 8.80 1.98 279.35
3 1 10,40 5.55 8.72 1.97 279.87
3 1 10.60 5.56 8.64 1.96 280.39
3 1 10.80 5.58 8.56 1.95 280,91
3 1 11.00 5.59 8.48 1.94 281.43
3 1 11.20 5.61 8.40 1.92 281.95
3 1 11.40 5.62 8.33 1.91 282.47
3 1 11.60 5.64 8.25 1.90 282.99
3 1 11.80 5.65 8.18 1.89 283.51
3 1 12.00 5.67 8.10 1.88 284.03
3 1 12.20 5.68 8.03 1.87 284.55
3 1 12.40 5.70 7.95 1.86 285.07
3 1 12.60 5.71 7.88 1.84 285.59
3 1 12.80 5.73 7.81 1.83 286.11
3 1 13.00 5.75 7.74 1.82 286.63
3 1 13.20 5.76 7.67 1.81 287.15
3 1 13.40 5.78 7.60 1.80 287.67
3 1 13.60 5.79 7.53 1.79 288,19
3 1 13.80 5.81 7.46 1.78 288.71
3 1 14.00 5.83 7.39 1.77 289.23
3 1 14.20 5.84 7.33 1.76 289.75
3 1 14.40 5.86 7.26 1.75 290.27
3 1 14.60 5.88 7.19 1.74 290.79

.+ .•�. uu
3 ' 1• 15.00
" '3 1 15.20
3 1 15.40
3 1 15.60
3 1 15.80
3 1 16.00
3 1 16.20
3 1 16.40
3 1 16.60
3 1 16.80
3 1 17.00
3 1 17.20
3 1 17.40
3 1 17.60
3 1 17.80
3 1 18.00
3 2 18.00
3 2 18.10
3 2 18.20
3 2 18.30
3 2 18.40
3 2 18.50
3 2 18.60
3 2 18.70
3 3 18.70
3 3 18.80
3 3 18.90
3 3 '19.00
3 3 19.10
3 3 19.20
3 3 19.30
3 3 19.40
3 3 19.50
3 3 19.60
3 3 19.70
3 3 19.80
3 3 19.90
3 3 20.00
3 3 20.10
3 3 20.20
3 3 20.30
3 4 20.30
3 4 20.31
3 4 20.31
3 4 20.32
3 4 20.32
3 5 20.32
3 5 20.82
3 5 21.32
3 5 21.82
3 5 22.32
3 5 22.82
3 5 23.32
3 5 23.82
3 5 24.32
3 5 24.82
3 5 25.32
I Seg 4 I Reach # I Beg Mi
v• u a r•
5.91 7.07
5.93 7.00
5.94 6.94
5.96 6.88
5.98 6.81
5.99 6.75
6.01 6.69
6.03 6.63
6.04 6.57
6.06 6.51
6.08 6.45
6.10 6.40
6. 1 1 6.34
6.13 6.28
6.15 6.23
6.16 6.17
6.31 5.78
6.31 5.76
6.32 5.73
6.33 5.71
6.34 5.69
6.34 5.66
6.35 5.64
6.36 5.62
6.51 6.04
6.51 6.02
6.51 5.99
6.51 5.96
6.51 5.94
6.51 5.91
6.51 5.89
6.51 5.86
6.51 5.83
6.51 5.81
6.51 5.78
6.51 5.76
6.51 5.73
6.51 5.71
6.52 5.68
6.52 5.66
6.52 5.63
6.41 7.08
6.41 7.07
6.41 7.07
6.41 7.07
6.41 7.07
6.47 6.86
6.46 6.72
6.45 6.58
6.45 6.44
6.45 6.31
6.45 6.18
6.46 6.05
6.47 5.92
6.48 5.80
6.49 5.68
6.50 5.56
D.O. I CBOD
1• 1 .7 d, .J 1• J I
1.72
1.71
1.70
1.69
1.68
1.67
1.66
1.65
1.64
1.63
1.62
1.61
1.60
1.59
1.58
1.57
1.52
1.52
1.51
1.51
1.50
1.50
1.50
1.49
2.97
2.96
2.95
2.94
2.93
2.92
2.91
2.91
2.90
2.89
2.88
2.87
2.86
2.85
2.84
2.83
2.83
2.78
2.78
2.78
2.78
2.78
2.71
2.67
2.63
2.59
2.56
2.52
2.48
2.45
2.41
2.38
2.35
NBOD
291.83
292.35
292.87
293.39
293.91
294.43
294.95
295.47
295.99
296.51
297.03
297.55
298.07
298.59
299.11
299.63
330.63
330.73
330.83
330.93
331.03
331.13
331.23
331.33
372.33
372.63
372.93
373.23
373.53
373.83
374.13
374.43
374.73
375.03
375.33
375.63
375.93
376.23
376.53
376.83
377.13
383.33
383.34
383.36
383.37
383.39
399.59
400.54
401.49
402.44
403.39
404.34
405.29
406.24
407.19
408.14
409.09
Flow

MODEL RESULTS
SUMMER
MODEL FOR CRANSTON PRINT WORKS
(u 1/10 QW & 10X CB0P EFFLUENT
Discharger : CRANSTON PRINT WORKS COMPANY
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 6.53 mg/1.
The End CBOD is 5.64 mg/1.
The End NBOD is 2.38 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach 4k (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.16 4.45 2
Reach 1 90.00 45.00 0.00 2.50000
Reach 2 80.00 9.00 4.00 27.00000
Segment 2 6.59 0.00 1
Reach 1 63.00 9.00 0.00 2.00000
Segment 3 5.33 5.00 1
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 949.65 0.00 0.00 0.40000
Reach 5 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : CRANSTON PRINT WORKS COMPANY Subbasin : 040302
Receiving Stream : FRENCH BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 316.0
Design Temperature: 23.0
Winter 7Q10 : 390.0
1LENGTHI SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN I KNR 1 KNR 1 SOD 1 SOD
1 mile 1 ft/mil fps 1 ft 'design@20° 'design' @20° 'design' @20° 'design' @20° 'design' @20°
I I I I I I I I l 1 1[ I
Segment 1 1 0.051 5,001 0.900 1 3.45 1 0.51 1 0.50 1 2.13 1 2,001 0,38 1 0.30 1 0.38 1 0.30 1 0.00 1 0.00
Reach 1 I 1 I I I I I I I I I I I
1 I ( I I I I I I I I I 1
Segment 1 1 4.401 5.001 0.900 1 3.90 1 0.51 1 0,50 1 2,13 1 2.00I 0.38 1 0,30 0.38 1 0,30 1 0.00 1 0.00
Reach 2 1 I I I I I l ( I l I
I 1 1 1 1 1 1 1 1 1 1 1 1 I
Segment 2 1 8.501 40.001' 0.933 1 1.53 1 0.60 1 0.52 135.06 1 32,851 0,63 1 0.50 1 0,63 1 0.00 1 0.00 1 0.00
Reach 1 1 1 I I I I I I I I I I I
1
Segment 3 1 18,001 5,001 0.900 1 4,52 1 0.51 1 0.50 1 2.13 1 2,001 0.38 1 0.30 1 0,38 1 0.30 1 0.00 1 0,00
Reach 1 1 1 I I { I I I 1 I I
Segment 3 0,101 5.00 0,900 4.95 0,51 0,50 2.13 2.00 0,38 0.30 0.38 0.00 0.00 0.00
Reach 2 1
I I I I I I 1 1 1 1 1 1 1
Segment 3 1 1,601 5.001 0.900 1 5.21 1 0.51 1 0.50 1 2.13 1 2,001 0.38 1 0,30 1 0,38 1 0.00 1 0.00 1 0,00
Reach 3 l 1 I I I I I I I I I I I
1 1 1 1 1 1 1 1 1 1 1 1 I I
Segment 3 1 0.021 5,001 0.900 1 5.29 1 0,51 1 0.50 1 2.13 1 2,001 0.38 1 0,30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 4 I 1 I I I I I I I I ( I I
(
Segment 3 1 5.001 4,001 0.900 1 5.43 1 0,51 1 0,50 1 2.13 1 2.001 0.38 1 0.30 1 0.38 1 0.00 1 0,00 1 0.00
Reach 5 I 1 I I I I I I I I ( I
I Flow 1 CBOD 1 NBOD 1 0.0. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 3.875 1 90.000 1 45.000 1 0.000
HeadwatersI157.000 1 2.000 1 1.000 1 7.720
Tributary I 0.000 1 2.000 1 1.000 1 7.720
* Runoff 1 1.360 I 2.000 1 1.000 1 7.720
Segment 1 Reach 2
Waste 141.850 1 80.000 1 9.000 1 4.000

t {J kJ 4, t7 l y
'( Runoff
V . UUU I G. UUU 1 I . IJUU 1 ! . 1 GU
1.360 1 2.000 I 1.000 1 7.720
Segment 2 each 1
Waste ( 3.100 1 63.000
Headwaters) 18.000 1 2.000
Tributary 1 0.000 1 2.000
* Runoff 1 2.700 1 2.000
Segment 3 Reach 1
Waste 1 0.000
Headwaters j 0.000
Tributary 1 0.000
* Runoff j 2.600
Segment 3 Reach 2
Waste i 0.000
Tributary ( 31.000
* Runoff j 1.000
Segment 3 each 3
Waste 0.000
Tributary 41.000
* Runoff 3.000
0.000
2.000
2.000
2.000
0.000
2.000
2.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
0.000 1 0.000
9.500 1 14.900
2.000 1 1.000
Segment 3 Reach 4
Waste 1 0.620 1949.650
Tributary 1 0.000 1 2.000
* Runoff 1 3.000 1 2.000
Segment 3 Reach 5
Waste 1 0.000
Tributary 1 16.200
* Runoff 1 1.900
0.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.720
7.720
7.720
0.000
7.720
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720

Seg #
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
9
2
2
2
2
2
2
2
2
2
7
2
2
2
2
2
2
2
7
SUMMER
MODEL FOR CRANSTON PRINT WORKS
@ 1/10 QW & 10X CBOD EFFLUENT
Reachll # { Seg Mi { D.O. { CBOD { NBOD I Flow
1 0.00 7.53 4.12 2.06 160.88
1 0.01 7.53 4.12 2.06 160.89
1 0.02 7.53 4.12 2.06 160.90
1 0.03 7.53 4.11 2.06 160.92
1 0.04 7.53 4.11 2.06 160.93
1 0.05 7.53 4.11 2.06 160.94
2 0.05 6.80 19.77 3.49 202.79
2 0.25 6.69 19.59 3.47 203.06
2 0.45 6.57 19.42 3.45 203.34
2 0.65 6.47 19.25 3.43 203.61
2 0.85 6.36 19.07 3.41 203.88
2 1.05 6.27 18.90 3.39 204.15
2 1.25 6.17 18.73 3.36 204.42
2 1.45 6.08 18.57 3.34 204.70
2 1.65 6.00 18.40 3.32 204.97
2 j 1.85 5.92 18.24 3.30 205.24
2 2.05 5.84 18.07 3.28 205.51
2 2.25 5.77 17.91 3.26 205.78
2 2.45 5.70 17.75 3.24 206.06
2 2.65 5.63 17.59 3.22 206.33
2 2.85 5.56 17.44 3.21 206.60
2 3.05 5.50 17.28 3.19 206.87
2 3.25 5.45 17.13 3.17 207.14
2 3.45 5.39 16.97 3.15 207.42
2 3.65 5.34 16.82 3.13 207.69
2 3.85 5.29 16.67 3.11 207.96
2 4.05 5.25 16.52 3.09 208.23
2 4.25 5.20 16.38 3.07 208.50
2 4.45 5.16 16.23 3.05 208.78
1 0.00 6.59 10.96 2.18 21.10
1 0.10 6.96 10.81 2.15 21.37
1 0.20 7.26 10.65 2.13 21.64
1 0.30 7.49 10.51 2.11 21.91
1 0.40 7.67 10.36 2.08 22.18
1 0.50 7.81 10.22 2.06 22.45
'I 0.60 7,93 10.08 2.04 22.72
1 0.70 8.02 9.95 2.02 22.99
1 0.80 8.09 9.82 2.00 23.26
1 0.90 8.14 9,69 1.98 23.53
1 1.00 8.19 9.57 1.96 23.80
'1 1.10 8.22 9.45 1.94 24.07
1 1.20 8,25 9.33 1.92 24.34
1 1.30 8.28 9.21 1.91 24.61
1 1.40 8.29 9.10 1.89 24.88
1 1.50 8.31 8.98 1.87 25.15
1 1.60 8.32 8.88 1.85 25.42
1 1.70 8.33 8.77 1.84 25.69
1 1.80 8.34 8.66 1.82 25.96
1 1.90 8.35 8.56 1.81 26.23
1 2,00 8.35 8.46 1.79 26.50
1 ' 2.10 3,36 8,36 1.77 26.77
1 2,20 8.36 8.27 1.76 27.04
1 2.30 8.37 8.17 1.75 27.31
1 2.40 8.37 8.08 1.73 27.58
1 2.50 8.38 7.99 '1 , 72 27.85
1 2.60 8.38 7.90 1.70 28.12
1 2.70 8.38 7.82 1.69 28.39

.... .. . e .� i . uv .a . vU
2 1 2.90 3.39 7.65 1.66 28.93
'2 1 3.00 8.39 7.57 1.65 29.20
2 1 3.10 8.39 7.49 1.64 29.47
2 1 3.20 8.39 7.41 1.62 29.74
2 1 3.30 8.39 7.33 1.61 30.01
2 1 3.40 8.40 7.25 1.60 30.28
2 1 3.50 8.40 7.18 1.59 30.55
2 1 3.60 8.40 7.11 1.58 30.82
2 1 3.70 8.40 7.03 1.56 31.09
2 1 3.80 8.40 6.96 1.55 31.36
2 1 3.90 8.41 6.89 1.54 31.63
2 1 4.00 8.41 6.82 1.53 31.90
2 1 4.10 8.41 6.76 1,52 32.17
2 1 4.20 8.41 6.69 1.51 32.44
2 1 4.30 8.41 6.63 1.50 32.71
2 1 4.40 8.41 6.56 1.49 32.98
2 1 4.50 8.41 6.50 1.48 33.25
2 1 4.60 8.42 6.44 1.47 33.52
2 1 4.70 8.42 6.38 1.46 33.79
2 1 4.80 8.42 6.32 1.45 34.06
2 1 4.90 8.42 6.26 1.44 34.33
2 1 5.00 8.42 6.20 1.43 34.60
2 1 5.10 8.42 6.15 1.42 34.87
2 1 5.20 8.42 6.09 1.41 35.14
2 1 5.30 8.43 6.04 1.40 35.41
2 1 5.40 8.43 5.98 1.40 35.68
2 1 5.50 8.43 5.93 1.39 35.95
2 1 5.60 8.43 5.88 1.38 36.22
2 1 5.70 8.43 5.83 1.37 36.49
2 1 5.80 8.43 5.77 1.36 36.76
2 1 5,90 8.43 5.72 1.35 37.03
2 1 6.00 8.43 5.68 1.34 37.30
2 1 6.10 8.44 5.63 1.34 37.57
2 1 6.20 8.44 5.58 1.33 37.84
2 1 6.30 8.44 5.53 1.32 38.11
2 1 6.40 8.44 5.49 1.31 38.38
2 1 6.50 8.44 5.44 1.31 38.65
2 1 6.60 8.44 5.39 1.30 38.92
2 1 6.70 8.44 5.35 1.29 39.19
2 1 6.80 8.44 5.31 1.28 39.46
2 1 6.90 8.44 5.26 1.28 39.73
2 1 7.00 8.45 5.22 1.27 40.00
2 1 7.10 8.45 5.18 1.26 40.27
2 1 7.20 8.45 5.14 1.26 40.54
2 1 7.30 8.45 5.10 1.25 40.81
2 1 7.40 8.45 5.06 1.24 41.08
2 1 7.50 8.45 5.02 1.24 41.35
2 1 7.60 8.45 4.98 1.23 41.62
2 1 7.70 8.45 4.94 1.22 41.89
2 1 7.80 8.45 4.90 1.22 42.16
2 1 7.90 8.45 4.86 1.21 42.43
2 1 8.00 8.45 4.83 1.20 42.70
2 1 8.10 8.46 4.79 1.20 42.97
2 1 8.20 8.46 4.75 1.19 43.24
2 1 8.30 8.46 4.72 1.18 43.51
2 1 8.40 8.46 4.68 1.18 43.78
2 1 8.50 8.46 4.65 1.17 44.05
3 1 0.00 5.74 14.21 2.73 252.83
3 1 0.20 5.70 14.08 2.71 253.35
3 1 0.40 5.66 13.94 2.69 253.87
3 1 0.60 5.63 13.81 2.67 254.39
3 1 0.80 5.60 13.68 2.66 254.91
3 1 1.00 5.57 13.55 2.64 255.43
3 1 1.20 5.55 13.42 2.62 255.95
3 1 1.40 5.52 13.30 2.61 256.47

u. w w u. .,1 u i .J. l r 4 .:J 'J L :J C] . J :J
3 '1 1.80 5.48 13.04 2.57 257.51
1 2.00 5.46 12.92 2.56 258.03
3 1 2.20 5.44 12.80 2.54 258.55
3 1 2.40 5.42 12.68 2.53 259.07
3 1 2.60 5.41 12.56 2.51 259.59
3 1 2.80 5.39 12.44 2.49 260.11
3 1 3.00 5.38 12.32 2.48 260.63
3 1 3.20 5.37 12.21 2.46 261.15
3 1 3.40 5.36 12.09 2.45 261.67
3 1 3.60 5.35 11.98 2.43 262.19
3 1 3.80 5.35 11.87 2.42 262.71
3 1 4.00 5.34 11.75 2.40 263.23
3 1 4.20 5.34 11.64 2.39 263.75
3 1 4.40 5.33 11.54 2.37 264.27
3 1 4.60 5.33 11.43 2.36 264.79
3 1 4.80 5.33 11.32 2.34 265.31
3 1 5.00 5.33 11.21 2.33 265.83
3 1 5.20 5.33 11.11 2.31 266.35
3 1 5.40 5.33 11.01 2.30 266.87
3 1 5.60 5.33 10.90 2.28 267.39
3 1 5.80 5.33 10.80 2.27 267.91
3 1 6.00 5.34 10.70 2.26 268.43
3 1 6.20 5.34 10.60 2.24 268.95
3 1 6.40 5.35 10.50 2.23 269.47
3 1 6.60 5.35 10.40 2.21 269.99
3 1 6.80 5.36 10.31 2.20 270.51
3 1 7.00 5.36 10.21 2.19 271.03
3 1 7.20 5.37 10.12 2.17 271.55
3 1 7.40 5.38 10.02 2.16 272.07
3 1 7.60 5.39 9.93 2.15 272.59
3 1 7.80 5.40 9.84 2.13 273.11
3 1 8.00 5.41 9.75 2.12 273.63
3 1 8.20 5.41 9.66 2.11 274.15
3 1 8.40 5.43 9.57 2.09 274.67
3 1 8.60 5.44 9.48 2.08 275.19
3 1 8.80 5.45 9.39 2.07 275.71
3 1 9.00 5.46 9.30 2.06 276.23
3 1 9.20 5.47 9.22 2.04 276.75
3 1 9.40 5.48 9.13 2.03 277.27
3 1 9.60 5.50 9.05 2.02 277.79
3 1 9.80 5.51 8.97 2.01 278.31
3 1 10.00 5.52 8.88 1.99 278.83
3 1 10.20 5.53 8.80 1.98 279.35
3 1 10.40 5.55 8.72 1.97 279.87
3 1 10.60 5.56 8.64 1.96 280.39
3 1 10.80 5.58 8.56 1.95 280.91
3 1 11.00 5.59 8.48 1.94 281.43
3 1 11.20 5.61 8.40 1.92 281.95
3 1 11.40 5.62 8.33 1.91 282.47
3 1 11.60 5.64 8.25 1.90 282.99
3 1 11.80 5.65 8.18 1.89 283.51
3 1 12.00 5.67 8.10 1.88 284.03
3 1 12.20 5.68 8.03 1.87 284.55
3 1 12.40 5.70 7.95 1.86 285.07
3 1 12.60 5.71 7.88 1.84 285.59
3 1 12.80 5.73 7.81 1.83 286.11
3 1 13.00 5.75 7.74 1.82 286.63
3 1 13.20 5.76 7.67 1.81 287.15
3 1 13.40 5.78 7.60 1.80 287.67
3 1 13.60 5.79 7.53 1.79 288.19
3 1 13.80 5.81 7.46 1.78 288.71
3 1 14.00 5.83 7.39 1.77 289.23
3 1 14.20 5.84 7.33 1.76 289.75
3 1 14.40 5.86 7.26 1.75 290.27
3 1 14.60 5.88 7.19 1.74 290.79

3 '1
.' `3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 2
3 2
3 2
3 2
3 2
3 2
3 2
3 2
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 4
3 4
3 4
3 4
3 4
3 5
3 5
3 5
3 5
3 5
3 5
3 5
3 5
3 5
3 a
3 5
Seg 4 I Reach #
1
15.00 5.91 7.07 1.72 291.83
15.20 5.93 7.00 1.71 292.35
15.40 5.94 6.94 1.70 292.87
15,60 5.96 6.88 1.69 293.39
15.80 5.98 6.81 1.68 293.91
16.00 5.99 6.75 1.67 294.43
16.20 6.01 6.69 1.66 294.95
16.40 6.03 6.63 1.65 295.47
16.60 6.04 6.57 1.64 295.99
16.80 6.06 6.51 1.63 296.51
17.00 6.08 6.45 1.62 297.03
17.20 6.10 6.40 1.61 297.55
17.40 6.11 6.34 1.60 298.07
17.60 6.13 6.28 1.59 298.59
17.80 6.15 6.23 1.58 299.11
18.00 6.16 6.17 1.57 299.63
18.00 6.31 5.78 1.52 330.63
18.10 6.31 5.76 1.52 330.73
18.20 6.32 5.73 1.51 330.83
18.30 6.33 5.71 1.51 330.93
18.40 6.34 5.69 1.50 331.03
18.50 6.34 5.66 1.50 331.13
18.60 6.35 5.64 1.50 331.23
18.70 6.36 5.62 1.49 331.33
18.70 6.51 6.04 2.97 372.33
18.80 6.51 6.02 2.96 372.63
18.90 6.51 5.99 2.95 372.93
19.00 6.51 5.96 2.94 373.23
19.10 6.51 5.94 2.93 373.53
19.20 6.51 5.91 2.92 373.83
19.30 6.51 5.89 2.91 374.13
19.40 6.51 5.86 2.91 374.43
19.50 6.51 5.83 2.90 374.73
19.60 6.51 5.81 2.89 375.03
19.70 6.51 5.78 2.88 375.33
19.80 6.51 5.76 2.87 375.63
19.90 6.51 5.73 2.86 375.93
20.00 6.51 5.71 2.85 376.23
20.10 6.52 5.68 2.84 376.53
20.20 6.52 5.66 2.83 376.83
20.30 6.52 5.63 2.83 377.13
20.30 6.51 7.18 2.82 377.75
20.31 6.51 7.18 2.82 377.76
20.31 6.51 7.18 2.82 377.78
20.32 6.51 7.18 2.82 377.79
20.32 6.51 7.17 2.82 377.81
20.32 6.56 6.96 2.74 394.01
20.82 6.54 6.82 2.71 394.96
21.32 6.52 6.67 2.67 395.91
21.82 6.51 6.53 2.63 396.86
22.32 6.51 6.40 2.59 397.81
22.82 6.50 6.26 2.55 398.76
23.32 6.50 6.13 2.52 399.71
23.82 6.51 6.00 2.48 400.66
24.32 6.51 5.88 2.45 401.61
24.82 6.52 5.76 2.41 402.56
25.32 6.53 5.64 2.38 403.51
Seg Mi I D.O. I CBOD I NBOD I Flow I

MODEL RESULTS
SUMMER
MODEL FOR CRANSTON PRINT WORKS
@ DA. MAX. CBOD= 1 89 . 93 MG/L
Discharger : CRANSTON PRINT WORKS COMPANY
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 6.32 mg/1.
The End CBOD is 6.74 mg/1.
The End NBOD is 2.35 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.16
Reach 1
Reach 2
Segment 2 6.59
Reach 1
4.45
2
90.00 45.00 0.00
80.00 9.00 4.00
0.00 1
63.00 9.00 0.00
Segment 3 5.33 5.00 1
Reach 1 0.00 0.00 0.00
Reach 2 0.00 0.00 0.00
Reach 3 0.00 0.00 0.00
Reach 4 189.93 0.00 0.00
Reach 5 0.00 0.00 0.00
2.50000
27.00000
2.00000
0.00000
0.00000
0.00000
4.00000
0.00000

)K** MODEL SUMMARY DATA ***
Discharger : CRANSTON PRINT WORKS COMPANY Subbasi n : 040302
Receiving Stream : FRENCH BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 316.0
Design Temperature: 23.0
Winter 7Q10 : 390.0
(LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR ( K11R 1 SOD 1 S00
1 mile 1 ftjmi l fps 1 ft 'design' @20° 'design l @20° 'design' @20° 'design l @20° [design' @20°
I I I I l l l 1 l 1 1 l l l
Segment 1 1 0.051 5.001 0,900 1 3,45 1 0.57 1 0.50 1 2.13 1 2.001 0.38 1 0,30 1 0.38 ( 0,30 0.00 1 0.00
Reach 1 l I I I I I I I I I I I 1
I I I I I I I I I I I I I I
Segment 1 1 4.401 5,001 0,900 1 3.90 1 0.57 1 0.50 1 2.13 1 2.001 0.38 1 0.30 1 0,38 1 0.30 1 0.00 ( 0.00
Reach 2 I I I 1 1 1 1 1 1 1 1 1 l
1 1 I
Segment 2 1 8,501 40,001 0.933 1 1.53 1 0.60 1 0.52 35.06 1 32.851 0.63 1 0.50 ( 0.63 1 0.00 1 0,00 1 0.00
Reach 1 1 I I 1 I 1 1 1 1 1 1 1 I
I I I l l l l I I I I I I
Segment 3 1 18.001 5.001 0,900 1 4.52 1 0,57 1 0.50 (2.13 1 2,001 0.38 1 0.30 1 0.38 1 0.30 1 0.00 1 0.00
Reach 1 1 I I 1 1 ! 1 1 1 1 1 1
l l 11 1 l l l l 1 I I I
Segment 3 1 0.701 5,001 0.900 1 4.95 1 0,51 1 0.50 1 2.13 1 2.001 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 2 I I I 1 1 1 1 1 1 1 1 1 I
I I I 1 1 1 1 1 1 1 1 1 1[
Segment 3 1 1.601 5.001 0.900 1 5.21 1 0.51 1 0.50 1 2.13 1 2.001 0.38 10,30 1 0.38 1 0,00 1 0,00 1 0.00
Reach 3 I I I 1 1 ! 1 1 1 I 1 1
I I I I I I l l! I l l l
Segment 3 1 0.021 5,001 0.900 1 5.33 1 0,51 1 0.50 1 2.13 1 2.001 0.38 1 0.30 1 0.38 1 0.00 1 0,00 1 0,00
Reach 4 I I I 1 1 1 1 1 1 1 1 1 1
I I I 1 1 1 1 1 1 1 1 1 1 I
Segment 3 1 5.001 4,001 0.900 1 5,47 1 0,57 1 0,50 1 2,13 1 2.001 0,38 1 0,30 1 0,38 1 0.00 1 0.00 1 0.00
Reach 5 1 1
1 Flow 1 CBOD 1 NB0D 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 3.875 1 90.000 145.000 1 0.000
Headwatersl157.000 1 2.000 I 1.000 1 7.720
Tributary 1 0.000 1 2.000 1 1.000 1 7.720
* Runoff 1 1.360 1 2.000 I 1.000 I 7.720
Segment 1 Reach 2
Waste 1 41.850 1 80.000 I 9.000 1 4.000

,+-u7 1 v•vwu 1 ',•vvv 1 1•VWIJ j f •!LV
_ Rurioff 1 1.360 1 2.000 1 1.000 1 7.720
Segment 2 each 1
Waste 3.100 63.000
Headwaters 18.000 2.000
Tributary 0.000 2.000
* Runoff 2.700 2.000
Segment 3 Reach 1
Waste 1 0.000
Headwaters 1 0.000
Tributary 1 0.000
* Runoff 1 2.600
0.000
2.000
2.000
2.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
7.720
7.720
7.720
0.000
7.720
7.720
7.720
Segment 3 Reach 2
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 31.000 1 2.000 1 1.000 1 7.720
* Runoff 1 1.000 1 2.000 1 1.000 1 7.720
Segment 3 each 3
Waste 0.000
Tributary 41.000
* Runoff 3.000
0.000 1 0.000
9.500 1 14.900
2.000 1 1.000
Segment 3 Reach 4
Waste 1 6.200 1189.930
Tributary 1 0.000 1 2.000
* Runoff 1 3.000 1 2.000
Segment 3 Reach 5
Waste 1 0.000
Tributary 1 16.200
* Runoff 1 1.900
0.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720

I Seg #
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
2
2
2
2
2
Reach # j Seg Mi
1 0.00
1 0.01
1 0.02
1 0.03
1 0.04
1 0.05
2 0.05
2 0.25
2 0.45
2 0.65
2 0.85
2 1.05
2 1.25
2 1.45
2 1.65
2 1.85
2 2.05
2 2.25
2 2.45
2 2.65
2 2.85
2 3.05
2 3.25
2 3.45
2 3.65
2 3.85
2 4.05
2 4.25
2 4.45
1 0.00
1 0.10
1 0.20
1 0.30.
1 0.40
1 0.50
1 0.60
1 0.70
1 0.80
1 0.90
1 1.00
1 1.10
1 1.20
1 1.30
1 1.40
1 1.50
1 1.60
1 1.70
1 1.80
1 1.90
1 2.00
1 2.10
1 2.20
1 2.30
1 2.40
1 2.50
1 2.60
1 2.70
D.O.
7.53
7.53
7.53
7.53
7.53
7.53
6.80
6.69
6.57
6.47
6.36
6.27
6.17
6.08
6.00
5.92
5.84
5.77
5.70
5.63
5.56
5.50
5.45
5.39
5.34
5.29
5.25
5.20
5.16
6.59
6.96
7.26
7.49
7.67
7.81
7.93
8.02
8.09
8.14
8.19
8.22
8.25
8.28
8.29
8.31
8.32
8.33
8.34
8.35
8.35
8.36
8.36
8.37
8.37
8.38
8.38
8.38
CBOD
4.12
4.12
4.12
4.11
4.11
4.11
19.77
19.59
19.42
19.25
19.07
18.90
18.73
18.57
18.40
18.24
18.07
17.91
17.75
17.59
17.44
17.28
17.13
16.97
16.82
16.67
16.52
16.38
16.23
10.96
10.81
10.65
10.51
10.36
10.22
10.08
9.95
9.82
9.69
9.57
9.45
9.33
9.21
9.10
8.98
8.88
8.77
8.66
8.56
8.46
8.36
8.27
8.17
8.08
7.99
7.90
7.82
SUMMER
MODEL FOR CRANSTON PRINT WORKS
@ DA. MAX. CBOD= 1 89 . 93 MG/L
NBOD I Flow I
2.06 160.88
2.06 160.89
2.06 160.90
2.06 160.92
2.06 160.93
2.06 160.94
3.49 202.79
3.47 203.06
3.45 203.34
3.43 203.61
3.41 203.88
3.39 204.15
3.36 204.42
3.34 204.70
3.32 204.97
3.30 205.24
3.28 205.51
3.26 205.78
3.24 206.06
3.22 206.33
3.21 206.60
3.19 206.87
3.17 207.14
3.15 207.42
3.13 207.69
3.11 207.96
3.09 208.23
3.07 208.50
3.05 208.78
2.18 21.10
2.15 21.37
2.13 21.64
2.11 21.91
2.08 22.18
2.06 22.45
2.04 22.72
2.02 22.99
2.00 23.26
1.98 23.53
1.96 23.80
1.94 24.07
1.92 24.34
1.91 24.61
1.89 24.88
1.87 25.15
1.85 25.42
1.84 25.69
1.82 25.96
1.81 26.23
1.79 26.50
1.77 26.77
1.76 27.04
1.75 27.31
1.73 27.58
1.72 27.85
1.70 28.12
1.69 28.39

2 1 2.90 8.39 7.65 1.66 28.93
2 1 3.00 8.39 7.57 1.65 29.20
2 1 3.10 8.39 7.49 1.64 29.47
2 1 3.20 8.39 7.41 1.62 29.74
2 1 3.30 8.39 7.33 1.61 30.01
2 1 3.40 8.40 7.25 1.60 30.28
2 1 3.50 8.40 7.18 1.59 30.55
2 1 3.60 8.40 7.11 1.58 30.82
2 1 3.70 8.40 7.03 1.56 31.09
2 1 3.80 8.40 6.96 1.55 31.36
2 1 3.90 8.41 6.89 1.54 31.63
2 1 4.00 8.41 6.82 1.53 31.90
2 1 4.10 8.41 6.76 1.52 32.17
2 1 4.20 8.41 6.69 1.51 32.44
2 1 4.30 8.41 6.63 1.50 32.71
2 1 4.40 8.41 6.56 1.49 32.98
2 1 4.50 8.41 6.50 1.48 33.25
2 1 4.60 8.42 6.44 1.47 33.52
2 1 4.70 8.42 6.38 1.46 33.79
2 1 4.80 8.42 6.32 1.45 34.06
2 1 4.90 8.42 6.26 1.44 34.33
2 1 5.00 8.42 6.20 1.43 34.60
2 1 5.10 8.42 6.15 1.42 34.87
2 1 5.20 8.42 6.09 1.41 35.14
2 1 5.30 8.43 6.04 1.40 35.41
2 1 5.40 8.43 5.98 1.40 35.68
2 1 5.50 8.43 5.93 1.39 35.95
2 1 5.60 8.43 5.88 1.38 36.22
2 1 5.70 8.43 5.83 1.37 36.49
2 1 5.80 8.43 5.77 1.36 36.76
2 1 5.90 8.43 5.72 1.35 37.03
2 1 6.00 8.43 5.68 1.34 37.30
2 1 6.10 8.44 5.63 1.34 37.57
2 1 6.20 8.44 5.58 1.33 37.84
2 1 6.30 8.44 5.53 1.32 38.11
2 1 6.40 8.44 5.49 1.31 38.38
2 1 6.50 8.44 5.44 1.31 38.65
2 1 6.60 8.44 5.39 1.30 38.92
2 1 6.70 8.44 5.35 1.29 39.19
2 1 6.80 8.44 5.31 1.28 39.46
2 1 6.90 8.44 5.26 1.28 39.73
2 1 7.00 8.45 5.22 1.27 40.00
2 1 7.10 8.45 5.18 1.26 40.27
2 1 7.20 8.45 5.14 1.26 40.54
2 1 7.30 8.45 5.10 1.25 40.81
2 1 7.40 8.45 5.06 1.24 41.08
2 1 7.50 8.45 5.02 1.24 41.35
2 1 7.60 8.45 4.98 1.23 41.62
2 1 7.70 8.45 4.94 1.22 41.89
2 1 7.80 8.45 4.90 1.22 42.16
2 1 7.90 8.45 4.86 1.21 42.43
2 1 8.00 8.45 4.83 1.20 42.70
2 1 8.10 8.46 4.79 1.20 42.97
2 1 8.20 8.46 4.75 1.19 43.24
2 1 8.30 8.46 4.72 1.18 43.51
2 1 8.40 8.46 4.68 1.18 43.78
2 1 8.50 8.46 4.65 1.17 44.05
3 1 0.00 5.74 14.21 2.73 252.83
3 1 0.20 5.70 14.08 2.71 253.35
3 1 0.40 5.66 13.94 2.69 253.87
3 1 0.60 5.63 13.81 2.67 254.39
3 1 0.80 5.60 13.68 2.66 254.91
3 1 1.00 5.57 13.55 2.64 255.43
3 1 1.20 5.55 13.42 2.62 255.95
3 1 1.40 5.52 13.30 2.61 256.47

-, I • V V .J • OU 1 .7 . i 1 s: s :3:.1 4717 . JV
3 1 1.80 5.48 13.04 2.57 257.51
'3 1 2.00 5,46 12.92 2.56 258.03
3 1 2.20 5.44 12.80 2.54 258.55
3 1 2.40 5.42 12.68 2.53 259.07
3 1 2.60 5.41 12.56 2.51 259.59
3 1 2.80 5.39 12.44 2.49 260.11
3 1 3.00 5.38 12.32 2.48 260.63
3 1 3.20 5.37 12.21 2.46 261.15
3 1 3.40 5.36 12.09 2.45 261.67
3 1 3.60 5.35 11.98 2.43 262.19
3 1 3.80 5.35 11.87 2.42 262.71
3 1 4.00 5.34 11.75 2.40 263.23
3 1 4.20 5.34 11.64 2.39 263.75
3 1 4.40 5.33 11.54 2.37 264.27
3 1 4.60 5.33 11.43 2.36 264.79
3 1 4.80 5.33 11.32 2.34 265.31
3 1 5.00 5.33 11.21 2.33 265.83
3 1 5.20 5.33 11.11 2.31 266.35
3 1 5.40 5.33 11.01 2.30 266.87
3 1 5.60 5.33 10.90 2.28 267.39
3 1 5.80 5.33 10.80 2.27 267.91
3 1 6.00 5.34 10.70 2.26 268.43
3 1 6.20 5.34 10.60 2.24 268.95
3 1 6.40 5.35 10.50 2.23 269.47
3 1 6.60 5.35 10.40 2.21 269.99
3 1 6.80 5.36 10.31 2.20 270.51
3 1 7.00 5.36 10.21 2.19 271.03
3 1 7.20 5.37 10.12 2.17 271.55
3 1 7.40 5.38 10.02 2.16 272.07
3 1 7.60 5.39 9.93 2.15 272.59
3 1 7.80 5.40 9.84 2.13 273.11
3 1 8.00 5.41 9.75 2.12 273.63
3 1 8.20 5.41 9.66 2.11 274.15
3 1 8.40 5.43 9.57 2.09 274.67
3 1 8.60 5.44 9.48 2.08 275.19
3 1 8.80 5.45 9.39 2.07 275.71
3 1 9.00 5.46 9.30 2.06 276.23
3 1 9.20 5.47 9.22 2.04 276.75
3 1 9.40 5.48 9.13 2.03 277.27
3 1 9.60 5.50 9.05 2.02 277.79
3 1 9.80 5.51 8.97 2.01 278.31
3 1 10.00 5.52 8.88 1.99 278.83
3 1 10.20 5.53 8.80 1.98 279.35
3 1 10.40 5.55 8.72 1.97 279.87
3 1 10.60 5.56 8.64 1.96 280.39
3 1 10.80 5.58 8.56 1.95 280.91
3 1 11.00 5.59 8.48 1.94 281.43
3 1 11.20 5.61 8.40 1.92 281.95
3 1 11.40 5.62 8.33 1.91 282.47
3 1 11.60 5.64 8.25 1.90 282.99
3 1 11.80 5.65 8.18 1.89 283.51
3 1 12.00 5.67 8.10 1.88 284.03
3 1 12.20 5.68 8.03 1.87 284.55
3 1 12.40 5.70 7.95 1.86 285.07
3 1 12.60 5.71 7.88 1.84 285.59
3 1 12.80 5.73 7.81 1.83 286.11
3 1 1 13.00 5.75 7.74 1.82 286.63
3 1 13.20 5.76 7.67 1.81 287.15
3 1 13.40 5.78 7.60 1.80 287.67
3 1 13.60 5.79 7.53 1.79 288.19
3 1 13.80 5.81 7.46 1.78 288.71
3 1 14.00 5.83 7.39 1.77 289.23
3 1 14.20 5.84 7.33 1.76 289.75
3 1 14.40 5.86 7.26 1.75 290.27
3 1 14.60 5.88 7.19 1.74 290.79

3
• .3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Seg #
' 1 15,00 5.91 7.07 1.72 291.83
1 15.20 5.93 7.00 1.71 292.35
1 15.40 5.94 6.94 1.70 292.87
1 15.60 5.96 6.88 1.69 293.39
1 15.80 5.98 6.81 1.68 293.91
1 16.00 5.99 6.75 1.67 294.43
1 16.20 6.01 6.69 1.66 294.95
1 16.40 6.03 6.63 1.65 295.47
1 16.60 6.04 6.57 1.64 295.99
1 16.80 6.06 6.51 1.63 296.51
1 17.00 6.08 6.45 1.62 297.03
1 17.20 6.10 6.40 1.61 297.55
1 17.40 6.11 6.34 1.60 298.07
1 17.60 6.13 6.28 1.59 298.59
1 17.80 6.15 6.23 1.58 299.11
1 18.00 6.16 6.17 1.57 299.63
2 18,00 6.31 5.78 1.52 330.63
2 18.10 6.31 5.76 1.52 330.73
2 18.20 6.32 5.73 1.51 330.83
2 18.30 6.33 5.71 1.51 330.93
2 18.40 6.34 5.69 1.50 331.03
2 18.50 6.34 5.66 1.50 331.13
2 18.60 6.35 5.64 1.50 331.23
2 18.70 6.36 5.62 1.49 331.33
3 18.70 6.51 6.04 2.97 372,33
3 18.80 6.51 6.02 2.96 372.63
3 18.90 6.51 5.99 2.95 372.93
3 19.00 6.51 5.96 2.94 373.23
3 19.10 6.51 5.94 2.93 373.53
3 19.20 6.51 5.91 2.92 373.83
3 19.30 6.51 5.89 2.91 374.13
3 19.40 6.51 5.86 2.91 374.43
3 19.50 6.51 5.83 2.90 374.73
3 19.60 6.51 5.81 2.89 375.03
3 19.70 6.51 5.78 2.88 375,33
3 19.80 6.51 5.76 2.87 375.63
3 19.90 6.51 5.73 2.86 375.93
3 20.00 6.51 5.71 2.85 376.23
3 20.10 6.52 5.68 2.84 376.53
3 20.20 6.52 5.66 2.83 376.83
3 20.30 6.52 5.63 2.83 377.13
4 20.30 6.41 8.61 2.78 383.33
4 20.31 6.41 8.61 2.78 383.34
4 20.31 6.41 8.61 2.78 383.36
4 20.32 6.41 8.61 2.78 383.37
4 20.32 6.41 8.60 2.78 383.39
5 20.32 6.47 8.34 2.71 399.59
5 20.82 6.43 8.16 2.67 400.54
5 21.32 6.40 7.99 2.63 401.49
5 21.82 6.37 7.82 2.59 402.44
5 22.32 6.35 7.66 2.56 403.39
5 22.82 6.34 7.50 2.52 404.34
5 23.32 6.33 7.34 2.48 405.29
5 23.82 6.32 7.19 2.45 406.24
5 24.32 6.32 7.03 2.41 407.19
5 24.82 6.32 6.89 2.38 408.14
5 25.32 6.32 6.74 2.35 409.09
Reach # 1 Seg Mi I D.O. I CBOD I NEOD I Flow I

MODEL RESULTS
SUMMER
MODEL FOR CRANSTON PRINT WORKS
@ 1/10 QW & 10X DA. MAX. CBOD
Discharger : CRANSTON PRINT WORKS COMPANY
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 6.35 mg/1.
The End CBOD is 6.84 mg/1.
The End NBOD is 2.38 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Mi1epoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.16
Reach 1
Reach 2
Segment 2 6.59
Reach 1
4.45
0.00
2
90.00 45.00
80.00 9.00
1
63.00 9.00
0.00 2.50000
4.00 27.00000
0.00 2.00000
Segment 3 5.33 5.00 1
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 1899.30 0.00 0.00 0.40000
Reach 5 0.00 0.00 0.00 0.00000

MODEL RESULTS
SUMMER
MODEL OF FRENCH BROAD & TRIB
DISC., CRANSTON NOT INCLUDED
Discharger• : CRANSTON PRINT WORKS COMPANY
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 6.72 mg/1.
The End CBOD is 4.44 mg/1.
The End NBOD is 2.38 mg/1 ,
W L A W L A W L A
DO Min CBOD NBOD DO Waste Flow
(mg/1) Mi lepoi nt Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.16 4.45 2
Reach 1 90.00 45.00 0.00 2.50000
Reach 2 80.00 9.00 4.00 27.00000
1
Segment 2 6.59 0.00 1
Reach 1 63.00 9.00 0.00 2.00000
Segment 3 5.33 5.00 1
Reach 1 0.00 0.00 0.00 0.00000
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

*** MODEL SUMMARY DATA ***
Discharger : CRANSTON PRINT WORKS COMPANY
Receiving Stream : FRENCH BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 316.0
Design Temperature: 23.0
Subbasi n : 040302
Winter 7Q10 : 390.0
!LENGTH' SLOPE' VELOCITY 1 DEPTH( Kd 1 Kd 1 Ka ( Ka 1 KN I KN 1 KNR 1 KNR 1 SOD 1 SOD
( mile 1 ft/mil fps 1 ft ldesignl @20° 'design l @20° 'design' @20° ldesign l @20° 'design l @20°
I I I 1 1 1 1 1 1 1 1 1 l l
Segment 1 1 0,051 5,001 0.900 1 3.45 1 0.51 1 0.50 1 2,13 1 2.001 0,38 1 0.30 1 0,38 1 0.30 1 0.00 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 4.401 5.001 0.900 1 3.90 1 0,51 1 0.50 1 2.13 1 2.001 0.38 1 0.30 1 0,38 1 0.30 1 0.00 0.00
Reach 2 I 1 I ( 1 1 1 1 1 1 1 1
( I 1 1 1 1 1 1 1 I 1 1 1 1
Segment 2 1 8.501 40.001 0.933 1 1,53 1 0,60 1 0.52 135.06 1 32.851 0,63 1 0.50 1 0,63 1 0.00 1 0.00 1 0.00
Reach 1 1 I l l I I I I I I I 1
1 1 I
Segment 3 18.001 5.001 0,900 4.52 0.57 0.50 2.13 2.001 0.38 0.30 0.38 0,30 0.00 0,00
Reach 1 I I
1 1 I I I I I I I I I I I
Segment 3 1 0.101 5.001 0.900 1 4.95 1 0.51 1 0.50 1 2.13 1 2.001 0,38 1 0,30 1 0.38 1 0,00 1 0.00 1 0.00
Reach 2 I 1 I 1 1 1 1 1 1 1 1 1 I
! 1 1 1 1 1 1 1 1 1 1 I!
Segment 3 1 1.601 5.001 0,900 1 5.21 1 0.51 1 0.50 1 2.13 1 2.001 0,38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 3 I I I I I 1 I I I I I I
I I I I I I l l l l l l l
Segment 3 1 0,021 5.001 0.900 1 5.29 1 0.51 1 0.50 1 2.13 ( 2.001 0,38 1 0.30 1 0.38 1 0,00 ( 0.00 1 0.00
Reach 4 I 1 1 1 1 1 1 1 1 1 1 1 1
1 1
Segment 3 5.001 4,001; 0.900 5,43 0.57 0.50 2.13 2.001 0.38 0,30 0.38 0.00 0.00 0,00
Reach 5 I I
1 Flow 1 CBOD 1 NBOD 1 D. O. I
1 cfs 1 mg/1 1 m9/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 3.875 1 90.000 1 45.000 1 0.000
Headwaters 1 157.000 ( 2.000 1 1.000 1 7.720
Tributary 1 0.000 1 2.000 1 1.000 1 7.720
* Runoff 1 1.360 1 2.000 1 1.000 1 7.720
Segment 1 Reach 2
Waste 1 41.850 1 80.000 1 9.000 1 4.000

... • vvv E t• W V v 1 (•( e..
Runoff 1 1.360 1 2.000 I 1.000 I 7.720
Segment 2 Reach 1
Waste I 3.100 1 63.000
Headwaters I 18.000 1 2.000
Tributary 0.000 1 2.000
* Runoff 1 2.700 1 2.000
Segment 3 each 1
Waste 1 0.000
Headwaters I 0.000
Tributary I 0.000
* Runoff 1 2.600
Segment 3 Reach 2
Waste I 0.000
Tributary 131.000
* Runoff 1 1.000
Segment 3 each 3
Waste 0.000
Tributary 41.000
* Runoff 3.000
Segment 3 each 4
Waste 0.000
Tributary 0.000
* Runoff 3.000
0.000
2.000
2.000
2.000
0.000
2.000
2.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
0.000 1 0.000
9.500 1 14.900
2.000 1 1.000
0.000
2.000
2.000
0.000
1.000
1.000
0.000
7.720
7.720
7.720
0.000
7.720
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
Segment 3 each 5
Waste 0.000 0.000 1 0.000 1 0.000
Tributary 16.200 2.000 1 1.000 1 7.720
* Runoff 1.900 2.000 1 1.000 1 7.720
* Runoff flow is in cfs/mil e

SUMMER
MODEL OF FRENCH BROAD & TRIB
DISC., CRANSTON NOT INCLUDED
1 Seg # I Reach # 1 Seg M 1 D.O. 1 CBOD 1 NBOD 1 Flow 1
1 1 0.00 7.53 4.12 2.06 160.88
1 1 0.01 7.53 4.12 2.06 160.89
1 1 0.02 7.53 4.12 2.06 160.90
1 1 0.03 7.53 4.11 2.06 160.92
1 1 0.04 7.53 4.11 2.06 160.93
1 1 0.05 7.53 4.11 2.06 160.94
1 2 0.05 6.80 19.77 3.49 202.79
1 2 0.25 6.69 19.59 3.47 203.06
1 2 0.45 6.57 19.42 3.45 203.34
1 2 0.65 6.47 19.25 3.43 203.61
1 2 0.85 6.36 19.07 3.41 203.88
1 2 1.05 6.27 18.90 3.39 204.15
1 2 1.25 6.17 18.73 3.36 204.42
1 2 1.45 6.08 18.57 3.34 204.70
1 2 1.65 6.00 18.40 3.32 204.97
1 2 1.85 5.92 18.24 3.30 205.24
1 2 2.05 5.84 18.07 3.28 205.51
1 2 2.25 5.77 17.91 3.26 205.78
1 2 2.45 5.70 17.75 3.24 206.06
1 2 2.65 5.63 17.59 3.22 206.33
1 2 2.85 5.56 17.44 3.21 206.60
1 2 3.05 5.50 17.28 3.19 206.87
1 2 3.25 5.45 17.13 3.17 207.14
1 2 3.45 5.39 16.97 3.15 207.42
1 2 3.65 5.34 16.82 3.13 207.69
1 2 3.85 5.29 16.67 3.11 207.96
1 2 4.05 5.25 16.52 3.09 208.23
1 2 4.25 5.20 16.38 3.07 208.50
1 2 4.45 5.16 16.23 3.05 208.78
2 1 0.00 6.59 10.96 2.18 21.10
2 1 0.10 6.96 10.81 2.15 21.37
2 1 0.20 7.26 10.65 2.13 21.64
2 1 0.30 7.49 10.51 2.11 21.91
2 1 0.40 7.67 10.36 2.08 22.18
2 1 0.50 7.81 10.22 2.06 22.45
2 1 0.60 7.93 10.08 2.04 22.72
2 1 0.70 8.02 9.95 2.02 22.99
2 1 0.80 8.09 9.82 2.00 23.26
2 1 0.90 8.14 9.69 1.98 23.53
2 1 1.00 8.19 9.57 1.96 23.80
2 1 1.10 8.22 9.45 1.94 24.07
2 1 1.20 8.25 9.33 1.92 24.34
2 1 1.30 8.28 9.21 1.91 24.61
2 1 1.40 8.29 9.10 1.89 24.88
2 1 1.50 8.31 8.98 1.87 25.15
2 1 1.60 8.32 8.88 1.85 25.42
2 1 1.70 8.33 8.77 1.84 25.69
2 1 1.80 8.34 8.66 1.82 25.96
2 1 1.90 8.35 8.56 1.81 26.23
2 1 2.00 8.35 8.46 1.79 26.50
2 1 2.10 8.36 8.36 1.77 26.77
2 1 2.20 8.36 8.27 1.76 27.04
2 1 2.30 8.37 8.17 1.75 27.31
2 1 2.40 8.37 8.08 1.73 27.58
2 1 2.50 8.38 7.99 1.72 27.85
2 1 2.60 8.38 7.90 1.70 28.12
2 1 2.70 8.38 7.82 1.69 28.39

.2 '1 2.90 8.39 7.65 1.66 28.93
2 1 3.00 8.39 7.57 1.65 29.20
2 1 3.10 8.39 7.49 1.64 29.47
2 1 3.20 8.39 7.41 1.62 29.74
2 1 3.30 8.39 7.33 1.61 30.01
2 1 3.40 8.40 7.25 1.60 30.28
2 1 3.50 8.40 7.18 1.59 30.55
2 1 3.60 8.40 7.11 1.58 30.82
2 1 3.70 8.40 7.03 1.56 31.09
2 1 3.80 8.40 6.96 1.55 31.36
2 1 3.90 8.41 6.89 1.54 31.63
2 1 4.00 8.41 6.82 1.53 31.90
2 1 4.10 8.41 6.76 1.52 32.17
2 1 4.20 8.41 6.69 1.51 32.44
2 1 4.30 8.41 6.63 1.50 32.71
2 1 4.40 8.41 6.56 1.49 32.98
2 1 4.50 8.41 6.50 1.48 33.25
2 1 4.60 8.42 6.44 1.47 33.52
2 1 4.70 8.42 6.38 1.46 33.79
2 1 4.80 8.42 6.32 1.45 34.06
2 1 4.90 8.42 6.26 1.44 34.33
2 1 5.00 8.42 6.20 1.43 34.60
2 1 5.10 8.42 6.15 1.42 34.87
2 1 5.20 8.42 6.09 1.41 35.14
2 1 5.30 8.43 6.04 1.40 35.41
2 1 5.40 8.43 5.98 1.40 35.68
2 1 5.50 8.43 5.93 1.39 35.95
2 1 5.60 8.43 5.88 1.38 36.22
2 1 5.70 8.43 5.83 1.37 36.49
2 1 5.80 8.43 5.77 1.36 36.76
2 1 5.90 8.43 5.72 1.35 37.03
2 1 6.00 8.43 5.68 1.34 37.30
2 1 6.10 8.44 5.63 1.34 37.57
2 1 6.20 8.44 5.58 1.33 37.84
2 1 6.30 8.44 5.53 1.32 38.11
2 1 6.40 8.44 5.49 1.31 38.38
2 1 6.50 8.44 5.44 1.31 38.65
2 1 6.60 8.44 5.39 1.30 38.92
2 1 6.70 8.44 5.35 1.29 39.19
2 1 6.80 8.44 5.31 1.28 39.46
2 1 6.90 8.44 5.26 1.28 39.73
2 1 7.00 8.45 5.22 1.27 40.00
2 1 7.10 8.45 5.18 1.26 40.27
2 1 7.20 8.45 5.14 1.26 40.54
2 1 7.30 8.45 5.10 1.25 40.81
2 1 7.40 8.45 5.06 1.24 41.08
2 1 7.50 8.45 5.02 1.24 41.35
2 1 7.60 8.45 4.98 1.23 41.62
2 1 7.70 8.45 4.94 1.22 41.89
2 1 7.80 8.45 4.90 1.22 42.16
2 1 7.90 8.45 4.86 1.21 42.43
2 1 8.00 8.45 4.83 1.20 42.70
2 1 8.10 8.46 4.79 1.20 42.97
2 1 8.20 8.46 4.75 1.19 43.24
2 1 8.30 8.46 4.72 1.18 43.51
2 1 8.40 8.46 4.68 1.18 43.78
2 1 8.50 8.46 4.65 1.17 44.05
3 1 0.00 5.74 14.21 2.73 252.83
3 1 0.20 5.70 14.08 2.71 253.35
3 1 0.40 5.66 13.94 2.69 253.87
3 1 0.60 5.63 13.81 2.67 254.39
3 1 0.80 5.60 13.68 2.66 254.91
3 1 1.00 5.57 13.55 2.64 255.43
3 1 1.20 5.55 13.42 2.62 255.95
3 1 1.40 5.52 13.30 2.61 256.47

..r i . uu Q . JU 1 .s . 1 ; L . J:;1 L''OU . JJ
f. 3 1 1.80 5.48 13.04 2.57 257.51
3 1 2.00 5.46 12.92 2.56 258.03
3 1 2.20 5.44 12.80 2.54 258.55
3 1 2.40 5.42 12.68 2.53 259.07
3 1 2.60 5.41 12.56 2.51 259.59
3 1 2.80 5.39 12.44 2.49 260.11
3 1 3.00 5.38 12.32 2.48 260.63
3 1 3.20 5.37 12.21 2.46 261.15
3 1 3.40 5.36 12.09 2.45 261.67
3 1 3.60 5.35 11.98 2.43 262.19
3 1 3.80 5.35 11.87 2.42 262.71
3 1 4.00 5.34 11.75 2.40 263.23
3 1 4.20 5.34 11.64 2.39 263.75
3 1 4.40 5.33 11.54 2.37 264.27
3 1 4.60 5.33 11.43 2.36 264.79
3 1 4.80 5.33 11.32 2.34 265.31
3 1 5.00 5.33 11.21 2.33 265.83
3 1 5.20 5.33 11.11 2.31 266.35
3 1 5.40 5.33 11.01 2.30 266.87
3 1 5.60 5.33 10.90 2.28 267.39
3 1 5.80 5.33 10.80 2.27 267.91
3 1 6.00 5.34 10.70 2.26 268.43
3 1 6.20 5.34 10.60 2.24 268.95
3 1 6.40 5.35 10.50 2.23 269.47
3 1 6.60 5.35 10.40 2.21 269.99
3 1 6.80 5.36 10.31 2.20 270.51
3 1 7.00 5.36 10.21 2.19 271.03
3 1 7.20 5.37 10.12 2.17 271.55
3 1 7.40 5.38 10.02 2.16 272.07
3 1 7.60 5.39 9.93 2.15 272.59
3 1 7.80 5.40 9.84 2.13 273.11
3 1 8.00 5.41 9.75 2.12 273.63
3 1 8.20 5.41 9.66 2.11 274.15
3 1 8.40 5.43 9.57 2.09 274.67
3 1 8.60 5.44 9.48 2.08 275.19
3 1 8.80 5.45 9.39 2.07 275.71
3 1 9.00 5.46 9.30 2.06 276.23
3 1 9.20 5.47 9.22 2.04 276.75
3 1 9.40 5.48 9.13 2.03 277.27
3 1 9.60 5.50 9.05 2.02 277.79
3 1 9.80 5.51 8.97 2.01 278.31
3 1 10.00 5.52 8.88 1.99 278.83
3 1 10.20 5.53 8.80 1.98 279.35
3 1 10.40 5.55 8.72 1.97 279.87
3 1 10.60 5.56 8.64 1.96 280.39
3 1 10.80 5.58 8.56 1.95 280.91
3 1 11.00 5.59 8.48 1.94 281.43
3 1 11.20 5.61 8.40 1.92 281.95
3 1 11.40 5.62 8.33 1.91 282.47
3 1 11.60 5.64 8.25 1.90 282.99
3 1 11.80 5.65 8.18 1.89 283.51
3 1 12.00 5.67 8.10 1.88 284.03
3 1 12.20 5.68 8.03 1.87 284.55
3 1 12.40 5.70 7.95 1.86 285.07
3 1 12.60 5.71 7.88 1.84 285.59
3 1 12.80 5.73 7.81 1.83 286.11
3 1 13.00 5.75 7.74 1.82 286.63
3 1 13.20 5.76 7.67 1.81 287.15
3 1 13.40 5.78 7.60 1.80 287.67
3 1 13.60 5.79 7.53 1.79 288.19
3 1 13.80 5.81 7.46 1.78 288.71
3 1 14.00 5.83 7.39 1.77 289.23
3 1 14.20 5.84 7.33 1.76 289.75
3 1 14.40 5.86 7.26 1.75 290.27
3 1 14.60 5.88 7.19 1.74 290.79

3 1 15.00 5.91 7.07 1.72 291.83
3 1 15.20 5.93 7.00 1.71 292.35
3 1 15.40 5.94 6.94 1.70 292,87
3 1 15.60 5.96 6.88 1.69 293.39
3 1 15.80 5.98 6.81 1.68 293.91
3 1 16.00 5.99 6.75 1.67 294.43
3 1 16.20 6.01 6.69 1.66 294.95
3 1 16.40 6.03 6.63 1.65 295.47
3 1 16.60 6.04 6.57 1.64 295.99
3 1 16.80 6.06 6.51 1.63 296.51
3 1 17,00 6.08 6.45 1.62 297.03
3 1 17.20 6.10 6.40 1.61 297.55
3 1 17.40 6.11 6.34 1.60 298.07
3 1 17.60 6.13 6.28 1.59 298.59
3 1 17.80 6.15 6.23 1.58 299.11
3 1 18.00 6.16 6.17 1.57 299.63
3 2 18.00 6.31 5.78 1.52 330.63
3 2 18.10 6.31 5.76 1.52 330.73
3 2 18.20 6.32 5.73 1.51 330.83
3 2 18.30 6.33 5.71 1.51 330.93
3 2 18.40 6.34 5.69 1.50 331.03
3 2 18.50 6.34 5.66 1.50 331.13
3 2 18.60 6.35 5.64 1.50 331.23
3 2 18.70 6.36 5.62 1.49 331.33
3 3 18.70 6.51 6.04 2.97 372.33
3 3 18.80 6.51 6.02 2.96 372.63
3 3 18.90 6.51 5.99 2.95 372.93
3 3 19.00 6.51 5.96 2.94 373.23
3 3 19.10 6.51 5.94 2.93 373.53
3 3 19.20 6.51 5.91 2.92 373.83
3 3 19.30 6.51 5.89 2.91 374.13
3 3 19.40 6.51 5.86 2.91 374.43
3 3 19.50 6.51 5.83 2.90 374.73
3 3 19.60 6.51 5.81 2.89 375.03
3 3 19.70 6.51 5.78 2.88 375.33
3 3 19.80 6.51 5.76 2.87 375.63
3 3 19.90 6.51 5.73 2.86 375,93
3 3 20.00 6.51 5.71 2.85 376.23
3 3 20.10 6.52 5.68 2.84 376.53
3 3 20.20 6.52 5.66 2.83 376.83
3 3 20.30 6.52 5.63 2.83 377.13
3 4 20.30 6.52 5.63 2.83 377.13
3 4 20.31 6.52 5.63 2.83 377.14
3 4 20.31 6.52 5.63 2.82 377.16
3 4 20.32 6.52 5.63 2.82 377.17
3 4 20.32 6.52 5.63 2.82 377.19
3 5 20.32 6.57 5.48 2.75 393.39
3 5 20.82 6.58 5.36 2.71 394.34
3 5 21.32 6.59 5.25 2.67 395.29
3 5 21.82 6.60 5.14 2.63 396.24
3 5 22.32 6.61 5.04 2.60 397.19
3 5 22.82 6.63 4.93 2.56 398.14
3 5 23.32 6.64 4.83 2.52 399.09
3 5 23.82 6.66 4.73 2.49 400.04
3 5 24.32 6.68 4.63 2.45 400.99
3 5 24.82 6.70 4.54 2.42 401.94
3 5 25.32 6.72 4.44 2.38 402.89
Seg # I Reach it I Seg Mi I D.O. I CBOD I NBOD 1 Flow I

MODEL RESULTS
)L tiur3 red,
UMMER 44 w�,ei :4i,3 pa
r C�=3F'3/'e
Discharger : CRANSTCON PRINT WORKS COMPANY
Receiving Stream : FRENCH BROAD RIVER
The End D.O.
The End CBOD is 5.56 mg/1.
The End NBOD is 2.35 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.16 4.45 2
Reach 1
Reach 2
Segment 2 6.59 0.00
Reach 1
Segment 3 5.33 5.00 1
Reach
Reach 2
Reach 3
Reach 4
Reach 5
90.00 45.00 0.00 2.50000
80.00 9.00 4.00 27.00000
63.00 9.00 0.00 2.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
94.95 0.00 0.00 4.00000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA >**
Discharger : CRANSTON PRINT WORKS COMPANY
Subbasin : 040302
Receiving Stream : FRENCH BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 316.0
Design Temperature: 23.0
Winter 7Q10 : 390.0
ILENGTHI SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka I KN I KN 1 K11R 1 KNR 1 SOD 1 SOD
l mile 1 ft/mil fps 1 ft Idesign l @20° 'design l @20° (design' @20° Idesign l @20° 'design l @20°
I i I I I I I I I I I I I
Segment 1 I 0.051 5,001 0.900 13.45 1 0,57 1 0.50 1 2,13 1 2.001 0.38 1 0.30 1 0,38 1 0.30 1 0.00 1 0.00
Reach 1 1 1 I I I I I I I I I I I
I I I
Segment 1 1 4.401 5.001 0.900 1 3,90 1 0,51 1 0,50 1 2.13 1 2.001 0,38 0.30 1 0.38 1 0.30 1 0.00 1 0,00
Reach 2 1 I I'
I I
Segment 2 1 8.501 40.001 0.933 1 1,53 1 0,60 1 0.52 135,06 1 32.851 0.63 1 0.50 1 0.63 1 0,00 1 0.00 1 0.00
Reach 1 I I I 1 1 1 1 1 1 1 1 1 1
I l I I I I I I I I I I I
Segment 3 1 18,001 5.001 0.900 1 4,52 1 0,57 1 0.50 1 2.13 1 2.001 0,38 1 0.30 1 0.38 1 0.30 1 0.00 1 0.00
Reach 1 1 I I I I I I I I I I I 1
1 I I I I I I I I I I I I
Segment 3 1 0.701 5,001 0,900 1 4,95 1 0,57 1 0.50 1 2.13 1 2.001 0.38 1 0,30 1 0.38 1 0.00 1 0.00 1 0.00
Reach 2 I I I 1 1 1 1 1 1 1 1 1
I I
Segment 3 1 1.601 5,001 0.900 1 5,27 1 0.57 1 0,50 12,13 1 2.001 0.38 1 0,30 1 0,38 1 0.00 1 0,00 1 0,00
Reach 3 I I I 1 1 1 1 1 1 1 1 1
I' I l l l l l l l l l l
Segment 3 1 0.021 5.001 0.900 1 5,33 1 0,57 1 0.50 1 2.13 1 2.001 0.38 1 0,30 1 0,38 1 0.00 10.00 1 0,00
Reach 4 I I I 1 1 1 1 1 1 1 1 1
I I I 11 I i! 1 1 1 1 1
Segment 3 1 5,001 4.001 , 0.900 1 5.47 1 0,57 1 0.50 1 2.13 1 2.001 0,38 1 0,30 1 0.38 1 0,00 10,00 10.00
Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1
1 Flow 1 AGOG 1 N BOD I D.O. I
1 cfs mg/1 1 m9/1 1 mg/1 I
Segment 1 'each 1
Waste I 3.875 I 90.000 1 45.000 I0.000
HeadtA+ater s 1 157.000 I 2.000 I 1.000 I 7.720
Tributary 1 0.000 1 2.000 I 1.000 1 7.720
* Runoff 1 1.360 1 2.000 1 1.000 1 7.720
Segment 1 Reach 2
toast i 41.050 I 80.000 1 9.000 1 4.000

:•� �-� •..� 7 1 bJ • I C.. • V L! V I 1 . ll V ill 1 i ( c, ll
.* Runoff I 1.360 j 2.000 I 1.000 I 7.720
Segment 2 Reach 1
Waste 1 3.100 163.000 j 9.000 I 0.000
Headwaters' 18.000 I 2.000 I 1.000 I 7.720
Tr•ilbutary 1 0.000 I 2.000 ( 1.000 j 7.720
* Runoff j 2.700 j 2.000 I 1.000 I 7.720
Segpment 3 Reach 1
Waste j 0.000
Hea`,dwaters I 0.000
Tributary 1 0.000
* Runoff I 2.600
0.000 j 0.000 j 0.000
2.000 I 1.000 I 7.720
2.000 I 1.000 j 7.720
2.000 I 1.000 I 7.720
Segment 3 Reach 2
Waste I 0.000 j 0.000 I 0.000 j 0.000
Tributary j 31.000 I 2.000 j 1.000 j 7.720
* Runoff I 1.000 I 2.000 I 1.000 I 7.720
1
,
Segment 3 Reach 3
Waste I 0.000 ( 0.000 I 0.000 I 0.000
Tri i'?utary I 41.000 ! 9.500 I 14.900 I 3.850
* Rirnoff I 3.000 I 2.000 ( 1.000 j 7.720
Segment 3 Reach 4
Waste I 6.200 194.950 I 0.000 I 0.000
Tributary I 0.000 I 2.000 j 1.000 I 7.720
* Runoff 1 3.000 ( 2.000 I 1.000 I 7.720
Segment 3 Reach 5
Waste I 0.000 j 0.000 I 0.000
Tributary utary 11 6.200 I 2.000 I 1.000
* Runoff I 1.900 1 2.000 I 1.000
* Runoff flow is in cfs/mile
0.000
7.720
7.720

Seg * I Reach 4#: I Beg Mi 1 D.O.
1 1 0.00 7.53
1 1 0.01 7.53
1 1 0.02 7.53
1 1 0.03 7.53
1 1 0.04 7.53
1 1 0.05 7.53
1 2 0.05 6.80
1 2 0.25 6.69
1 2 0.45 6.57
1 2 0.65 6.47
1 2 0.85 6.36
1 2 1.05 6.27
1 2 1.25 6.17
1 2 1.45 6.08
1 2 1.65 6.00
1 2 1.85 5.92
1 2 2.05 5.84
1 2 2.25 5.77
1 2 2.45 5.70
1 2 2.65 5.63
1 2 2.85 5.56
1 2 3.05 5.50
1 2 3.25 5.45
1 2 3.45 5.39
1 2 3.65 5.34
1 2 3.85 5.29
1 2 4.05 5.25
1 2 4.25 5.20
1 2 4.45 5.16
2 1 0.00 6.59
2 1 0.10 6.96
2 1 0.20 7.26
2 1 0.30 7.49
2 1 0.40 7.67
2 1 0.50 7.81
2 1 0.60 7.93
2 1 0.70 8.02
2 1 0.80 8.09
2 1 0.90 8.14
2 1 1.00 8.19
2 1 1.10 8.22
2 1 1.20 8.25
2 1 1.30 8.28
2 1 1.40 8.29
2 1 1.50 8.31
2 1 1.60 8.32
2 1 1.70 8.33
2 1 1.80 8.34
2 1 1.90 8.35
2 1 2.00 8.35
2 1 2.10 8.36
2 1 2.20 8.36
2 1 2.30 8.37
2 1 2.40 8.37
2 1 2.50 8.38
2 1 2.60 8.38
2 1 2.70 8.38
A M i'1 E R
CBOD I Neoo
4.12 2.06
4.12 2.06
4.12 2.06
4.11 2.06
4.11 2.06
4.11 2.06
19.77 3.49
19.59 3.47
19.42 3.45
19.25 3.43
19.07 3.41
18.90 3.39
18.73 3.36
18.57 3.34
18.40 3.32
18.24 3.30
18.07 3.28
17.91 3.26
17.75 3.24
17.59 3.22
17.44 3.21
17.28 3.19
17.13 3.17
16.97 3.15
16.82 3. 1 3
16.67 3.11
16.52 3.09
16.38 3.07
16.23 3.05
10.96 2.18
10.81 2.15
10.65 2.13
10.51 2.11
10.36 2.08
10.22 2.06
10.08 2.04
9.95 2.02
9.82 2.00
9.69 1.98
9.57 1.96
9.45 1.94
9.33 1.92
9.21 1.91
9.10 1.89
8.98 1.87
8.88 1.85
8.77 1.84
8.66 1.82
8.56 1.81
8.46 1.79
8.36 1.77
8.27 1.76
8.17 1.75
8.08 1.73
7.99 1.72
7.90 1.70
7.82 1.69
Flow I
160.88
160.89
160.90
160.92
160.93
160.94
202.79
203.06
203.34
203.61
203.88
204.15
204.42
204.70
204.97
205.24
205.51
205.78
206.06
206.33
206.60
206.87
207.14
207 .42
207.69
207.96
208.23
208.50
208.78
21.10
21.37
21.64
21.91
22.18
22.45
22.72
22.99
23.26
23.53
23.80
24.07
24.34
24.61
24.88
25.15
25.42
25.69
25.96
26.23
26.50
26.77
27.04
27.31
27.58
27.85
28.12
28.39

2 - 1
2• 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 'I
2 1
2 1
2 1
2 'I
2 1
2 1
2 1
2 1
2 1
2 1
2
2 1
2 1
2 1
2 1
2 1
2 1
2 'l
2 1
2
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2• 1
2
2 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
Tvw s w W W. .J V
2.90
3.00
3.10
3.20
3.30
3.40
3.50
3.60
3.70
3.80
3.90
4.00
4.10
4.20
4.30
4.40
4.50
4.60
4.70
4.80
4.90
5.00
5.10
5.20
5.30
5.40
5.50
5.60
5.70
5.80
5.90
6.00
6.10
6.20
6.30
6.40
6.50
6.60
6.70
6.80
6.90
7.00
7.10
7.20
7.30
7.40
7.50
7.60
7.70
7.80
7.90
8.00
8.10
8.20
8.30
8.40
8.50
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
8.39
8.39
8.39
8.39
8.39
8.40
8.40
8.40
8.40
8.40
8.41
8.41
8.41
8.41
8.41
8.41
8.41
�8.42
8.42
8.42
8.42
8.42
8.42
8.42
8.43
8.43
8.43
8.43
8.43
8.43
8.43
8.43
8.44
8.44
8.44
8.44
8.44
8.44
8.44
8.44
8.44
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.45
8.46
8.46
8.46
8.46
8.46
5.74
5.70
5.66
5.63
5.60
5.57
5.55
5.52
( f f a
7.65
7.57
7.49
7.41
7.33
7.25
7.18
7.11
7.03
6.96
6.89
6.82
6.76
6.69
6.63
6.56
6.50
6.44
6.38
6.32
6.26
6.20
6.15
6.09
6.04
5.98
5.93
5.88
5.83
5.77
5.72
5.68
5.63
5.58
5.53
5.49
5.44
5.39
5.35
5.31
5.26
5.22
5.18
5.14
5.10
5.06
5.02
4.98
4.94
4.90
4.86
4.83
4.79
4.75
4.72
4.68
4.65
14.21
14.08
13.94
13.81
13.68
13.55
13.42
13.30
1.66
1.65
1.64
1.62
1.61
1.60
1.59
1.58
1.56
1.55
1.54
1.53
1.52
1.51
1.50
1.49
1.48
1.47
1.46
1.45
1.44
1.43
1.42
1.41
1.40
1.40
1.39
1.38
1.37
1.36
1.35
1.34
1.34
1.33
1.32
1.31
1.31
1.30
1.29
1.28
1.28
1.27
1.26
1.26
1.25
1.24
1.24
1.23
1.22
1.22
1.21
1.20
1.20
1.19
1.18
1.18
1.17
2.73
2.71
2.69
2.67
2.66
2.64
2.62
2.61
G V • V U
28.93
29.20
29.47
29.74
30.01
30.28
30.55
30.82
31.09
31.36
31.63
31.90
32.17
32.44
32.71
32.98
33.25
33.52
33.79
34.06
34.33
34.60
34.87
35.14
35.41
35.68
35.95
36.22
36.49
36.76
37.03
37.30
37.57
37.84
38.11
38.38
38.65
38.92
39.19
39.46
39.73
40.00
40.27
40.54
40.81
41.08
41.35
41.62
41.89
42.16
42.43
42.70
42.97
43.24
43.51
43.78
44.05
252.83
253.35
253.87
254.39
254.91
255.43
255.95
256.47

3 1 1.80 5.48 13.04 2.57 257.51
3: 1j 2.00 5.46 12.92 2.56 258.03
3 1' 2.20 5.44 12.80 2.54 258.55
3 1 2.40 5.42 12.68 2.53 259.07
3 1 2.60 5.41 12.56 2.51 259.59
3 1 2.80 5.39 12.44 2.49 260.11
3 1 3.00 5.38 12.32 2.48 260.63
3 1 3.20 5.37 12.21 2.46 261.15
3 1 3.40 5.36 12.09 2.45 261.67
3 1 3.60 5.35 11.98 2.43 262.19
3 1 3.80 5.35 11.87 2.42 262.71
3 1 4.00 5.34 11.75 2.40 263.23
3 1 4.20 5.34 11.64 2.39 263.75
3 1 4.40 5.33 11.54 2.37 264.27
3 1 4.60 5.33 11.43 2.36 264.79
3 1 4.80 5.33 11.32 2.34 265.31
3 1 5.00 5.33 11.21 2.33 265.83
3 1 5.20 5.33 11.11 2.31 266.35
3 1 5.40 5.33 11.01 2.30 266.87
3 1 5.60 5.33 10.90 2.28 267.39
3 1 5.80 5.33 10.80 2.27 267.91
3 1 6.00 5.34 10.70 2.26 268.43
3 1 6.20 5.34 10.60 2.24 268.95
3 1 6.40 5.35 10.50 2.23 269.47
3 1 6.60 5.35 10.40 2.21 269.99
3 1 6.80 5.36 10.31 2.20 270.51
3 1 7.00 5.36 10.21 2.19 271.03
3 1 7.20 5.37 10.12 2.17 271.55
3 1 7.40 5.38 10.02 2.16 272.07
3 1 7.60 5.39 9.93 2.15 272.59
3 1 7.80 5.40 9.84 2.13 273.11
3 1 8.00 5.41 9.75 2.12 273.63
3 1 8.20 5.41 9.66 2.11 274.15
3 1 8.40 5.43 9.57 2.09 274.67
3 1 8.60 5.44 9.48 2.08 275.19
3 1 8.80 5.45 9.39 2.07 275.71
3 1 9.00 5.46 9.30 2.06 276.23
3 1 9.20 5.47 9.22 2.04 276.75
3 1 9.40 5.48 9.13 2.03 277.27
3 1 9.60 5.50 9.05 2.02 277.79
3 1 9.80 5.51 8.97 2.01 278.31
3 1 10.00 5.52 8.88 1.99 278.83
3 1 10.20 5.53 8.80 1.98 279.35
3 1 10.40 5.55 8.72 1.97 279.87
3 1 10.60 5.56 8.64 1.96 280.39
3 1 10.80 5.58 8.56 1.95 280.91
3 1 11.00 5.59 8.48 1.94 281.43
3 1 11.20 5.61 8.40 1.92 281.95
3 1 11.40 5.62 8.33 1.91 282.47
3 1 11.60 5.64 8.25 1.90 282.99
3 1 11.80 5.65 8.18 1.89 283.51
3 1 12.00 5.67 8.10 1.88 284.03
3 1 12.20 5.68 8.03 1.87 284.55
3 1 12.40 5.70 7.95 1.86 285.07
3 1 12.60 5.71 7.88 1.84 285.59
3 1 12.80 5.73 7.81 1.83 286.11
3 1 13.00 5.75 7.74 1.82 286.63
3 1 13.20 5.76 7.67 1.81 287.15
3 1 13.40 5.78 7.60 1.80 287.67
3 1 13.60 5.79 7.53 1.79 288.19
3 1 13.80 5.81 7.46 1.78 288.71
3 1 14.00 5.83 7.39 1.77 289.23
3 1 14.20 5.84 7.33 1.76 289.75
3 1 14.40 5.86 7.26 1.75 290.27
3 1 14.60 5.88 7.19 1.74 290.79

, .. -� > :� •, l a I l i - J 1. 3 1
3 1 15.00 5.91 7.07 1.72 291.83
3. 1 15.20 5.93 7.00 1.71 292.35
3 1 15.40 5.94 6.94 1.70 292,87
3 1 15.60 5.96 6.88 1.69 293.39
3 1 15.E0 5.98 6.81 1.68 293.91
3 1 16.00 5.99 6.75 1.67 294.43
3 1 16.20 6.01 6.69 1.66 294.95
3 1 16.40 6.03 6.63 1.65 295,47
3 1 16.60 6.04 6.57 1.64 295.99
3 1 16.80 6.06 6.51 1.63 296.51
3 1 17.00 6.08 6.45 1.62 297.03
3 1 17.20 6.10 6.40 1.61 297.55
3 1 17.40 6.11 6.34 1.60 298.07
3 1 17.60 6.13 6.28 1.59 298.59
3 1 17.80 6.15 6.23 1.58 299.11
3 1 18.00 6.16 6.17 1.57 299.63
3 2 1E.00 6.31 5.78 1.52 330.63
3 2 18.10 6.31 5.76 1.52 330.73
3 2 18.20 6.32 5.73 1.51 330.83
3 2 18.30 6.33 5.71 1.51 330.93
3 2 18.40
6.34 5.69 1.50 331.03
3 2 18.50 6.34 5.66 1.50 331.13
3 2 18.60 6.35 5.64 1.50 331.23
3 2 18.70 6._1 5.62 1.49 331.33 ,/10
3 3 18 _2t_-< 6.08 ->6.n4 2.97 3 2.33 po =2 z L� ab
3 3 18.80 5. J 6.02 2.96 372.63 6•.�/��
3 3 18.90 6.09 5.99 2.95 372.93
3 3 19.00 6.10 5.96 2.94 373.23
3 3 19.10 6.11 5.94 2.93 373.53
3 3 19.20 6.11 5.91 2.92 373.83
3 3 19.30 6.12 5.89 2.91 374.13
3 3 19.40 6.13 5.86 2.91 374.43
3 3 19.50 6.13 5.83 2.90 374.73
3 3 19.60 6.14 5.81 2.$9 375.03
3 3 19.70 6.15 5.78 2.88 375.33
3 3 19.80 6.15 5.76 2.87 375.63
3 3 19.90 6.16 5.73 2.86 375.93
3 3 20.00 6.17 5.71 2.85 376.23
3 3 20.10 6.17 5.68 2.84 376.53
3 3 20.20 6.18 5.66 2.83 376.83
3 3 20.30 6.19 5.63 2.83 377.13
3 4 20.30 6.09 7.08 2.78 383.33
3 4 20.31 6.09 7.07 2.78 383.34
3 4 20.31 6.09 7.07 2.78 383.36
3 4 20.32 6.09 7.07 2.78 383.37
3 4 20.32 6.09 7.07 2.78 383.39
3 5 20.32 6.15 6.86 2.71 399.59
3 5 20.82 6.16 6.72 2.67 400.54
3 5 21.32 6.18 6.58 2.63 401.49
3 5 21.82 6.20 6.44 2.59 402.44
3 5 22.3'> 6.21 6.31 2.56 403.39
3 5 22.82 6.23 6.18 2.52 404.34
3 5 23.32 6.26 6.05 2.48 40529
3 5 23.82 6.28 5.92 2.45 4 0 6.. 2 4
3 5 24.32 6.30 5.80 2.41 407.19
3 5 24.82 6.33 5.68 2.38 408.14
3 5 25.32 6.35 5.56 2.35 409.09
Seg 1 I Reach ## I Seg Mi I D.O. I CBOD I NBOD I Flow

State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
MEMORANDUM
TO:
THROUGH:
January 25, 1988
Arthur Mouberry, Supervisor
Permits and Engineering Section
Roy M. Davis, Regional Supervisor
Division of Environmental Management
Forrest R. Westall
Regional Water Quality'(�,t+�€ir isor
FROM: Gary T. Tweed F.E. ,: vironmcntai Engineer
Water Quality Section
SUBJECT: Modification of NPDES Permit Number NC0000094
Cranston Print Works
Fletcher Division
Henderson County, North Carolina
JAq
IS;til
\'mm
As you are aware, the Division has been working with Cranston
Print Works over the past few years to resolve a permit adjudication of
NPDES Permit Number NC0000094. The adjudication was handled through
issuance of a SOC allowing time to study and develop recommendations
covering phenols limitations as contained in the NPDES Permit. After
many months, the Division, Cranston and the Division of Human Resources
has reached agreement on phenols limitations and monitoring require-
ments. These were transmitted to the Company on October 14, 1987 (copy
enclosed). Cranston has agreed to these modifications (see January 8,
1988 response) and ask that the Division proceed with modification.
Once issued Cranston will request the SOC to be voided and withdraw
adjudication request.
It is recommended that the Division reissue NPDES Permit Number
NC0000094 with the proposed modifications. Should there be any
questions, please advise.
GTT:ls
Enclosure
Interchange Building, 59 Woodfin Place, P,O. Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

L..
CRANSTON PRINT WORKS COMPANY
CORPORATE OFFICES
1381 CRANSTON STREET, CRANSTON, R. I. 02920
TEL. [phone]
January 8, '1988
Gary T. Tweed, P.E.
Asheville Regional Office
Dept. of Natural Resources and
Community Development
P.O. Box 370
Asheville, NC 28802-0370
SUBJECT: MODIFICATION OF NPDES PERMIT NUMBER NC0000094
CRANSTON PRINT WORKS - FLETCHER DIVISION
HENDERSON COUNTY
Dear Mr.. Tweed:
Thank you for your letter of October 14, 1987 containing
revisions to draft permit modifications. We agree with these
modifications and agree that D.E.M. should proceed with their
issuance. When we receive these modifications, we will
request that the Special Order by Consent be voided.
We appreciate thc efforts made by the Asheville Regional Office
in securing these modifications to the phenol effluent limits.
The enclosed table shows the results of GS analyses on three
effluent samples taken in November and December 1987..
WFT/np
CC.
G. Shuster
W. Perron
H. Donaldson
T. Rust
file
A. Palazzo
J. Grant
D. Greene
Sincerely,
r:%!7--
L, -, i -+-
William F. Turner
Senior Environmental
Chemist

CRANSTON PRINT WORKS COMPANY
WEBSTER DIVISION
PHENOLIC COMPOUNDS BY GAS CHROMATOGRAPHY
Compound (Parameter)
Proposed
Permit
Limits
Effluent Samples
11/19/87 11/30/87 12/7/87
lbs/d ug/L lbs/d ug/L lbs/d ug/L lbs/d .
Avg Max-
4-chloro-3-methyl phenol . 3.54 7.08 ND 5.4 0.6 ND
4-chloro-2-methyl phenol 3.54 7.08 ND ND ND
2,4-di methyl phenol 0.17 0.34 ND ND ND
naphthol 5.5 0.08 4.0 0.04 ND
"phenols" by amino antipyrene
test method
ND = Not Detected
' 2(' i. 7

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. R. J. Gussman, Director
Environmental Affairs
Ecusta Division
P. H. Glatfelter Company
P. O. Box 200
Pisgah Forest, North Carolina
Subject:
Dear Mr. Gussman:
November 9, 1987
28768
NPDES Permit No. NC0000078
Groundwater Monitoring Modification
Ecusta Division
P. 11. Glatfelter Company
Transylvania County, North Carolina
I have before me your September 24, 1987, letter with attachment in
which you request modification of the groundwater monitoring requirements
contained in NPDES Permit No. NC0000078. After reviewing your letter and
accompanying data, I am modifying the groundwater monitoring section of the
permit to read as follows:
The wells shall be sampled three times a year
during the months of March, July, and November,
for pH, total ammonia (TA), total dissolved
solids (TDS), sulfate, and sodium. A measure-
ment of water level must be made prior to
sampling. The wells shall also be sampled
once a year during the month of November for
total organic carbon (TOC) and total organic
halides (TOX).
Pollution Prevention Pays
PO. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 9I9-733-7015
An Equal Opportunity Affirmative Action Empfoyer

Mr. R. J. Gussman
Page 2
November 9, 1987
The analytical methods used for TOX
st b
capable of detecting the total of all uhaloe
genated organic compounds present at a
concentration of 5.0 parts per billion
(ppb) or greater. Any
organic compound presentnatvad�ol halogenated
at or above the method detection nlimita MDn
must be identified, quantified, and re orted
with the sampling results. P d
If the conditions of this modification
have the right to an adjudicatory hearing are unacceptable to you,
order to request such a hearing before a hearing officer. you
within 30 days of receipt of this you
modific sendust In
your request tot the Director
issues being contended, modification, identifying the specific
Unless such a request is made, c
shall be final and binding.
If
this modification
Don Linkyatou have any questions concerning
[phone], this matter, please contact Mr.
Sincerely,
( • 6A-A/
R. Paul Wilms
cc: Bob Cheek
Dr. George Everett
Roy Davis

State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, secrer:y
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
October 14, 1987
Mr. William Turner
Senior Environmental Chemist
Cranston Print Works
1381 Cranston Street
Cranston, R. I. 02920
Subject: Modification to NPDES Permit
Number NC0000094
Cranston Print Works - Fletcher
Division
Henderson County
Dear Mr. Turner:
In follow-up to our telephone conversation of October 14, 1987,
please find enclosed revisions to draft permit modifications previously
sent to you on September 10, 1987. Proposed limitations for the
following phenolic compounds have been established at levels well below
EPA developed taste and odor criteria yet sufficient to allow
compliance based on sampling and analyses results to date:
Compound.
4-chloro-3-methvl phenol
4-chloro-2-methyl phenol
2, 4-di methyl phenol
Peak Sampling Taste and Odor Recommended
Data Criteria Limitations
130 ug/1
130 ug/1
4 ug/1
Limitations have been established
concentration and based on flow of 2.5
3000 ug/1
1800 ug/1
400 ug/1
in mass
MGD and
170 ug/1
.17 ug/1
8 Ug/1
rather than
will be as, follows:
r
=,102d0./0 u i. _;+1.•. 7ur1:. `•;i

William Turner
October 14, 1987
Page Two
4-chloro-3-methyl phenol
4-chloro-2-methyl phenol
2, 4-di methyl phenol
KG/day(lbs/day)
Daily Avg. Daily Max.
1.51(3.54) 3.22(7.08)
1.61(3.54) 3.22(7.08)
0.08(0.17) 0.16(0.34)
Please review these modifications and advise this office if you
are in agreement with the Divisions plan to proceed with issuance of
permit modifications. Should there by any questions, please contact
this office.
GTT:is
Enclosure
xc:
Bill Kreutzberger
Ted Taylor
Dick Casper
Sincerely yours,
Gary . Tweed, P.E.
Environmental Engineer

DIVISION OF ENViRONMENTAi, MANAGEMENT
ASHEVII,l,E REGIONAL OFFICE
GROIiNDWATER SECTION
October 13, 1987
MEMORANDUM
TO: R. Paul Wilms, Director
Division of Environmental Manngement
THROUGH: Bob Cheek, Supervisor
Permit & Compliance Unit PC
Groundwater Sect:ion
Roy M. Davis, Regional Supervisor
Division of Environmental Mnnngement
FROM: Don Link, Hydr.ogeologicnl Reginttnl. Supervisor
Groundwater Section
SUBJECT: N1'I)E.S Permit_ No. N(:OI)(u)078
('roandwnter 1.1oni torinn
Ecusta Division
P. H. Glatfelter Company
Transylvania County, North Carolina
on-
•••
if/
10f:
After reviewing the attached letter and tint a from R. J. Gassman,
Director of Environmental Affairs for the Ecusta Division, P. H. Glatfelter
Compnny, it is my recommendation that- the changes in the groundwater monitor-
ing requirements in NPDES Permit No. N(.0000078 as suggested by Mr. Cussman
he adopted. 'These rhnnges delete n i trntes, phenols, chloroform, and
methlyene chloride from the compliance pnrnmet-ers, reduce the frequency
of TOC to once per year and ncld TOX as n sampling parameter once per year.
The permit should be modified to rend "The wells shallhe sampled
three times a year during the months of March, July, and November for
pH, total ammonia (TA), total dissolved solids ('TDS), sulfate, and sodium.
A measurement of wager levelmast he made prior to sampling. The wells
shall also be sampled once a year during the month of November for tot:al
orgnn i c carbon (TOC) and total organic hnl i Iles (TOX) .
The an,nlvticnlmethods used for TOX mast be capable of detecting the
total of all halogenated organic compounds present at a concentration of
5.0 parts per billion (pph) or greater. Any individualhalogenated organic
compound present nt n concentration at or above the method detect ion 1. imi t
(MDL) must he identified, quantified, and reported with the sampling results."
• DL:ar
Attachment
• • I •

MEMORANDUM
TO: Doug Finan,
NPDES Permits Group
THROUGH: Roy M. Davis,
Regional Supervisor
Forrest Westal l ,
Regional Engineer
FROM:
SUBJECT:
Gary T. Tweed, P.E., Z' '4f
Environmental Engineer " /''
Adjudicatory Hearing Request
Cranston Print Works Company
NPDES Permit No. NC0000094
Henderson County, North Carolina
DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
December 3, 1984
�cJ
G/zvi5
On November 29, 1984, subject adjudication request was discussed with Mr.
i:i1 i am. F. Turner of;C.-anstoh Print 4;.r,.:>. Items 2, 5, ano 4 ilr
1984, request referencing flow, pH, and fecal coliform have been resolved, yet
will require slight modification and reissuance of the effluent limitations page
of NPDES Permit No. NC0000094. An effluent page has been prepared with the re-
quired modifications which are as follows:
1. Daily average flow has been established at 4.0 MGD. The Company,
through its spill control procedures, will route some storm water flow
to the wastewater system. The 4.0 MGD is necessary in order to manage
this system properly. 4.0 MGD was contained in the previous permit.
2. phenols have been changed to mass limitations based on current waste -
load allocation usinc 2.5 MGD.
The pH stream monitoring frequency has been changed to monthly to match
stream sampling for BOD and COD.
4 Effluent monitoring has been added for fecal coliform.
The above items ha`: e been incorporated into Cranston's Permit, and
settle adjudication request on these items. Reissuance can be acecmpl fi shed without
' public notice since mass limitations have not changed.

Memorandum
Page Two
December 3, 1984
With respect to a time schedule to allow compliance with phenols limita-
tions, this can be accomplished only through an SOC. The Company has been
•'requested: to provide . i. s with a sch.du1 e . /I n SOC will hi? 0-afte', ar': once acreer
upon by the Company, forwarded to the Raleigh staff to be issued.
It is recommended that the revised effluent page be issued as -soon sas pos-
sible. Should there be any questions, please advise.
/pf
Attachment