NC0000078_Permit (Modification)_19980518

NPDES DOCIMENT SCANNING. COVER SHEET
NC0000078
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Renewal Application
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
May 18, 1998
This document is printed on reuse paper - ignore arty
content on the reverse side

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
May 18, 1998
Mr. R.J. Gussman
P.H. Glatfelter Company - Ecusta Division
P.O. Box 200
Pisgah Forest, North Carolina 28768
kVA
DEN R
Subject: NPDES Permit Modification
Permit NC0000078
P.H. Glatfelter- Ecusta Division
Transylvania County
Dear Mr. Gussman:
The Division has reviewed your request for modification of the subject permit. Your request for
deletion of the BOD5 concentration limitations of 20 mg/1 in the summer and 40 mg/1 in the winter
has been approved. Summer and winter mass (lb/day) limitations for BOD5 will remain a part of the
subject permit.
Please find enclosed one revised Effluent Limitations and Monitoring Requirements page for outfall
001. This page should be inserted into your permit. The old page may then be discarded. All other
terms and conditions contained in the original permit remain unchanged and in full effect. This
permit modification is issued pursuant to the requirements of North Carolina General Statutes 143-
215.1 and the Memorandum of Agreement between North Carolina and the U. S. Environmental
Protection Agency.
If any parts, measurement frequencies or sampling requirements contained in this permit
modification are unacceptable to you, you have the right to an adjudicatory hearing upon written
request within thirty (30) days following receipt of this letter. This request must be a written petition
conforming to Chapter 150B of the North Carolina General Statutes, filed with the Office of
Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such
demand is made, this decision shall be final and binding.
If you have any questions concerning this permit modification, please contact Jacquelyn Nowell at
telephone number [phone], extension 512.
cc. Central Files
Asheville Regional Office, Water Quality Section
Roosevelt Childress, EPA
NPDES Unit
Compliance Enforcement Unit
Aquatic Toxicology Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
Preston Howard, C
J , P.E.
Telephone [phone] FAX [phone]
[e-mail]

A (1). EFFLUENT LIMITATIONS,AND MONITORING REQUIREMENTS — FINAL
Permit No. NC0000078
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number
001 in the French Broad River. Such discharges shall be limited and monitored by the Permittee as specified below:
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Flow
27.5 MGD
Continuous
Recording
I or E
BON (April 1- October 30)
4587 lb/day
_
9174 lb/day
3/Week
Composite
E
BODE (November 1- March 31)
9174 lb/day
18348 lb/day
3/Week
Composite
E
Total Suspended Solids
11585 lb/day
22448 lb/day
Daily2
Composite
E
NH3-N
Monthly
Composite
E
Total Nitrogen (mg/I)
Quarterly
Composite
E
Total Phosphorus (mg/I)
Quarterly
Composite
E
Settleable Solids (ml/l)
Monthly
Grab
E
Dioxin (ug/l) 3
Chronic Toxicity's
Quarterly
Grab
E
Conductivity5
Monthly
Grab
a
E,U,D
Dissolved Oxygen5'6
Daily2
Grab
E,U,D
Temperatures
Daily2
Grab
E,U,D
pH8
Daily2
Grab 1.E
Notes:
1 Sample Locations: E - Effluent, I - influent, U - Upstream of the outfall near river mile 192 at Barnett Bridge, D - Downstream of the outfall approximately 10.8 miles at
river mile 180.8 at Etowah Bridge
2 Daily shall mean every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays.
3 See Part V.
4 Chronic Toxicity (Ceriodaphnia) P/F @ 21 %; January, April, July, October; See Part III, Condition G.
5 Upstream and downstream monitoring shall be conducted weekly from April through June, three times per week from July through October, and monthly from November
through March.
6 The dissolved oxygen shall not be less than 4.0 mg/I. Effluent monitoring shall be performed daily.
7 Temperature monitoring of the effluent shall be performed daily.
8 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A (1). EFFLUENT LIMITATIONS;AND MONITORING REQUIREMENTS — FINAL
Permit No. NC0000078
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number
001 in the French Broad River. Such discharges shall be limited and monitored by the Permittee as specified below:
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Flow
27.5 MGD
Continuous
Recording
I or E
BOD5 (April 1- October 30)
4587 lb/day
_
9174 lb/day
3/Week
Composite
E
.4
BOD5 (November 1- March 31)
9174 lb/day
18348 lb/day
3/Week
Composite
E
Total Suspended Solids
11585 lb/day
22448 lb/day
Daily2
Composite
E .
NH3-N
_
Monthly
Composite
E
Total Nitrogen (mg/I)
Quarterly
Composite
E
Total Phosphorus (mg/»
Quarterly
_ Composite
E
Settleable Solids (ml/1)
Monthly
Grab
E J
Dioxin (ug/I) 3
Chronic Toxicity4
Quarterly
Grab
E
Conductivity5
Monthly
Grab
E,U,D ,
Dissolved Oxygen5t6
_
Daily2
Grab
E,U,D
I.
Temperature'
Dady2
Grab
E,U,D ,
pHe
_ Daily2
Grab
E
Notes:
•
1 Sample Locations: E - Effluent, I - Influent, U - Upstream of the outfall near river mile 192 at Barnett Bridge, D - Downstream of the outfall approximately 10.8 miles at
river mile 180.8 at Etowah Bridge
2 Daily shall mean every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays.
3 See Part V.
4 Chronic Toxicity (Ceriodaphnia) P/F @ 21 %; January, April, July, October; See Part III, Condition G.
5 Upstream and downstream monitoring shall be conducted weekly from April through June, three times per week from July through October, and monthly from November
through March.
6 The dissolved oxygen shall not be Tess than 4.0 mg/I. Effluent monitoring shall be performed daily.
7 Temperature monitoring of the effluent shall be performed daily.
e The pH shall not be Tess than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Gc=us><t f 44,4X 90) /`j l 7
SUMMER
3
MODEL RESULTS
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 6.35 mg/1.
The End CBOD is 6.01 mg/1.
The End NBOD is 1.31 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 5.77 4.45 2 (19
Reach 1 45.00 90.00 0.00 2.50000
Reach 2 64.20 0.00 4.00 )25.70000
Segment 2 6.14 0.00 1
Reach 1 41.70 0.00 0.00 3.0000(�3
Segment 3 5.97 5.00 1
Reach 1 0.00 0.00 0.00 0.00000
0B ww7'
�WSt�
(-7) "Pu , (0, uta,zu0

*** MODEL SUMMARY DATA ***
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
Summer 7Q10 : 157.0
Design Temperature: 23.0
Subbasin : 040301
Stream Class: C
Winter 7Q10 : 191.0
'LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOD 1 SOD
mile 1 ft/mil fps 1 ft Idesignl @20° Idesignl @20° Idesignl @20° (design! @20° Idesignl @20°
I I I I I I I I I I I I I I
Segment 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 10,30 1 0.00 1 0,00
Reach 1 l I I 1 1 1 1 I 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 1 1 4.401 5.001 0.900 ( 3.89 1 0,51 i 0.50 1 2.13 1 2.001 0.38 1 0.30 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 I I I I I I I I I I I I
Segment 2 I 8,501 40.001 0.966 1 1.53 1 0.61 1 0.53 136.31 1 34.011 0.63 1' 0.50 1 0.63 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
l 1 l I I I I I I I I I I I
Segment 3 1 14,001 5.001 0.900 1 4.41 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 I l I I I I I I I 1
! Flow
l cfs
Segment 1 each 1
Waste I 3.875
Headwater•s1157.000
Tributary 1 0.000
* Runoff 1 1.360
CBOD 1 NBOD 1 D.O. I
mg/1 1 mg/1 1 mg/1 I
45.000 1 90.000 1 0.000
2.000 1 1.000 1 7.720
2.000 1 1.000 1 7.720
2.000 1 1.000 1 7.720
Segment 1 Reach 2
Waste 1 39.835 1 64.200
Tributary 1 0.000 1 2.000
* Runoff 1 1.360 1 2.000
Segment 2 Reach 1
Waste 1 4.650 1 41.700
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) 0.000
Tributary 1 0.000
* Runoff 1 1.500
0.000
2.000
2.000
2.000
0.000 1 4.000
1.000 1 7.720
1.000 1 7.720
0.000
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
* Runoff flow is in cfs/mile

SUMMER
1 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
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
2
2
2
2
2
2
2
I
Reach # I Seg Mi
1 0.00
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
1 2.80
1 2.90
1 3.00
1 3.10
1 3.20
1 3.30
1 3.40
1
D.O. 1 CBOD 1 N600 I Flow I
7.53 3.04 3.14 160.88
7.53 3.03 3.14 160.94
6.83 15.17 2.52 200.78
6.75 15.03 2.50 201.05
6.68 14.90 2.49 201.32
6.61 14.76 2.47 201.59
6.54 14.63 2.46 201.87
6.48 14.50 2.44 202.14
6.42 14.37 2.43 202.41
6.36 14.24 2.41 202.68
6.30 14.12 2.40 202.95
6.25 13.99 2.39 203.23
6.20 13.87 2.37 203.50
6.15 13.74 2.36 203.77
6.10 13.62 2.34 204.04
6.06 13.50 2.33 204.31
6.02 13.38 2.32 204.59
5.98 13.26 2.30 204.86
5.95 13.14 2.29 205.13
5.91 13.03 2.28 205.40
5.88 12.91 2.26 205.67
5.85 12.80 2.25 205.95
5.82 12.68 2.24 206.22
5.79 12.57 2.22 206.49
5.77 12.46 2.21 206.76
6.14 10.15 0.79 22.65
6.61 10.02 0.79 22.92
6.99 9.88 0.79 23.19
7.29 9.76 0.79 23.46
7.52 9.63 0.79 23.73
7.70 9.51 0.79 24.00
7.85 9.39 0.79 24.27
7.96 9.27 0.79 24.54
8.05 9.16 0.79 24.81
8.12 9.04 0.79 25.08
8.18 8.94 0.79 25.35
8.23 8.83 0.79 25.62
8.26 8.72 0.78 25.89
8.29 8.62 0.78 26.16
8.31 8.52 0.78 26.43
8.33 8.42 0.78 26.70
8.35 8.33 0.78 26.97
8.36 8.23 0.78 27.24
8.37 8.14 0.78 27.51
8.38 8.05 0.78 27.78
8.38 7.96 0.78 28.05
8.39 7.87 0.78 28.32
8.39 7.79 0.78 28.59
8.40 7.70 0.77 28.86
8.40 7.62 0.77 29.13
8.40 7.54 0.77 29.40
8.41 7.46 0.77 29.67
8.41 7.38 0.77 29.94
8.41 7.31 0.77 30.21
8.41 7.23 0.77 30.48
8.42 7.16 0.77 30.75
8.42 7.09 0.77 31.02
8.42 7.01 0.77 31.29
8.42 6.94 0.76 31.56
8.42 6.88 0.76 31.83

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2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 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
.JU
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
1.60
1.80
2.00
2.20
2.40
2.60
2.80
U.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
8.46
8.46
8.46
8.46
8.46
8.46
8.46
8.46
8.46
8.46
8.46
8.46
8.47
8.47
8.47
8.47
8.47
8.47
8.47
8.47
8.47
8.47
8.47
6.26
6.23
6.21
6.18
6.16
6.14
6.12
6.11
6.09
6.07
6.06
6.05
6.04
6.03
6.02
b.U1
6.74
6.68
6.61
6.55
6.49
6.43
6.37
6.31
6.25
6.20
6.14
6.08
6.03
5.98
5.92
5.87
5.82
5.77
5.72
5.67
5.63
5.58
5.53
5.49
5.44
5.40
5.35
5.31
5.27
5.22
5.18
5.14
5.10
5.06
5.02
4.98
4.94
4.91
4.87
4.83
4.80
4.76
4.73
4.69
4.66
4.62
4.59
4.56
4.52
4.49
11.02
10.92
10.83
10.73
10.64
10.55
10.46
10.36
10.27
10.18
10.10
10.01
9.92
9.84
9.75
U.tb
0.76
0.76
0.76
0.76
0.76
0.76
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.74
0.74
0.74
0.74
0.74
0.74
0.74
0.74
0.74
0.73
0.73
0.73
0.73
0.73
0.73
0.73
0.73
0.73
0.73
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.72
0.71
0.71
0.71
0.71
0.71
0.71
0.71
1.94
1.93
1.92
1.91
1.89
1.88
1.87
1.86
1.85
1.84
1.83
1.82
1.81
1.80
1.79
J1.1U
32.37
32.64
32.91
33.18
33.45
33.72
33.99
34.26
34.53
34.80
35.07
35.34
35.61
35.88
36.15
36.42
36.69
36.96
37.23
37.50
37.77
38.04
38.31
38.58
38.85
39.12
39.39
39.66
39.93
40.20
40.47
40.74
41.01
41.28
41.55
41.82
42.09
42.36
42.63
42.90
43.17
43.44
43.71
43.98
44.25
44.52
44.79
45.06
45.33
45.60
252.36
252.66
252.96
253.26
253.56
253.86
254.16
254.46
254.76
255.06
255.36
255.66
255.96
256.26
256.56

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
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
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
Reach #
3.Uu
3.20
'3.40
3.60
3.80
4.00
4.20
4.40
4.60
4.80
5.00
5.20
5.40
5.60
5.80
6.00
6.20
6.40
6.60
6.80
7.00
7.20
7.40
7.60
7.80
8.00
8.20
8.40
8.60
8.80
9.00
9.20
9.40
9.60
9.80
10.00
10.20
10.40
10.60
10.80
11.00
11.20
11.40
11.60
11.80
12.00
12.20
12.40
12.60
12.80
13.00
13.20
13.40
13.60
13.80
14.00
Seg Mi I
6.00 9.58 1.77
5.99 9.50 1.76
5.99 9.42 1.75
5.98 9.33 1.74
5.98 9.25 1.73
5.98 9.17 1.72
5.97 9.09 1.71
5.97 9.01 1.70
5.97 8.94 1.69
5.97 8.86 1.68
5.97 8.78 1.67
5.97 8.71 1.66
5.97 8.63 1.65
5.98 8.56 1.65
5.98 8.48 1.64
5.98 8.41 1.63
5.99 8.34 1.62
5.99 8.27 1.61
5.99 8.19 1.60
6.00 8.12 1.59
6.01 8.05 1.58
6.01 7.98 1.57
6.02 7.92 1.57
6.02 7.85 1.56
6.03 7.78 1.55
6.04 7.71 1.54
6.05 7.65 1.53
6.05 7.58 1.52
6.06 7.52 1.51
6.07 7.45 1.51
6.08 7.39 1.50
6.09 7.32 1.49
6.10 7.26 1.48
6.11 7.20 1.47
6.12 7.14 1.46
6.13 7.08 1.46
6.14 7.02 1.45
6.15 6.96 1.44
6.16 6.90 1.43
6.17 6.84 1.43
6.18 6.78 1.42
6.19 6.72 1.41
6.20 6.66 1.40
6.22 6.61 1.39
6.23 6.55 1.39
6.24 6.49 1.38
6.25 6.44 1.37
6.26 6.38 1.36
6.28 6.33 1.36
6.29 6.28 1.35
6.30 6.22 1.34
6.31 6.17 1.34
6.32 6.12 1.33
6.34 6.07 1.32
6.35 6.01 1.31
D.O. I CBOD I NBOD
ZDO. Hsu
257.16
257.46
257.76
258.06
258.36
258.66
258.96
259.26
259.56
259.86
260.16
260.46
260.76
261.06
261.36
261.66
261.96
262.26
262.56
262.86
263.16
263.46
263.76
264.06
264.36
264.66
264.96
265.26
265.56
265.86
266.16
266.46
266.76
267.06
267.36
267.66
267.96
268.26
268.56
268.86
269.16
269.46
269.76
270.06
270.36
270.66
270.96
271.26
271.56
271.86
272.16
272.46
272.76
273.06
273.36
Flow I

MODEL RESULT'S
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 6.28 mg/1.
The End CBOD is 6.23 mg/1 .
The End NBOD is 1 . 35 mg/1.
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
Segment 3
Reach 1
DC' Min
(mg/1)
5.74
SUMMER
57. 025/,5's'mf , 3. ?6
W4- » L
4tc„o
W L A
CDC'D
Mi1epoint Reach 4k (mg/1)
4.45 2
6.14 0.00 1
5.91 5.40 1
800--.
.00J
WLA WLA
NBOD DO Waste Flow
(mg/1) (mg/1) (mgd)
90.00 0.00
0.00 4.00
41.70 0.00
0.00 0.00
2.50000
20.80000
0.00 3.00000
0.00 0.00000

SUMMER
)e frt1VG Mo Ot i fl "ri
MODEL RESULTS
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 5.66 mg/1.
The End CBOD is 8.21 mg/1.
The End NBOD is 1.30 mg/1.
DOMin
(mg/1) Mi 1 epoi nt Reach #
Segment 1 5.07 4.45 2
Reach 1
Reach 2
Segment 2 6.14
Reach 1
Segment 3 5.20
Reach 1
0.00
5.60
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
45.00 90.00 0.00 2.50000
90.00 0.00 4.00 27.50000
41.70 0.00 0.00 3.00000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
Summer 7Q10 : 157.0
Design Temperature: 23.0
Subbasin : 040301
Stream Class: C
Winter 7Q10 : 191.0
'LENGTH) SLOPE' VELOCITY 1 DEPTH' Kd I Kd I Ka 1 Ka I KN 1 KN 1 KNR I KNR I SOD I SOD
I mile 1 ft/mil fps 1 ft )design' @20° 'design) @20° 'design l @20° (design) @20° 'design' @20°
1 1 1 1 1 1 1 1 1 1 1 •I I 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 1 I I I I I I I I I I I I
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 4.401 5.001 0.900 1 3.91 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 1 I I I I I I I I I I I I
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 8.501 40.001 0.966 1 1.53 1 0.61 1 0.53 136.31 1 34.011 0.63 1 0.50 1 0.63 1 0.00 1 0.00 1 0.00
Reach 1 1 I I I I I I I I I I I I
I I I 1 1 1 1 1 1 1 1 1 1 1
Segment 3 1 14.001 5.001 0.900 1 4.44 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 t l I I I I I I I I I I I I
I Flow 1 CBOD I NBOD I D.O. 1
' cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 3.875 1 45.000 1 90.000 1 0.000
Headwatersl157.000 1 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 42.625 1 90.000 1 0.000 1 4.000
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 2 Reach 1
Waste 1 4.650 1 41.700
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) 0.000
Tributary 1 0.000
* Runoff 1 1.500
0.000
2.000
2.000
2.000
0.000
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
* Runoff flow is in cfs/mil e

SUMMER
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
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
2
2
2
2
2
2
2
I
Reach # I Seg Mi I D.O.
1 0.00 7.53
1 0.05 7.53
2 0.05 6.79
2 0.25 6.67
2 0.45 6.55
2 0.65 6.44
2 0.85 6.33
2 1.05 6.23
2 1.25 6.13
2 1.45 6.04
2 1.65 5.95
2 1.85 5.86
2 2.05 5.78
2 2.25 5.70
2 2.45 5.63
2 2.65 5.56
2 2.85 5.49
2 3.05 5.43
2 3.25 5.37
2 3.45 5.31
2 3.65 5.26
2 3.85 5.21
2 4.05 5.16
2 4.25 5.11
2 4.45 5.07
1 0.00 6.14
1 0.10 6.61
1 0.20 6.99
1 0.30 7.29
1 0.40 7.52
1 0.50 7.70
1 0.60 7.85
1 0.70 7.96
1 0.80 8.05
1 0.90 8.12
1 1.00 8.18
1 1.10 8.23
1 1.20 8.26
1 1.30 8.29
1 1.40 8.31
1 1.50 8.33
1 1.60 8.35
1 1.70 8.36
1 1.80 8.37
1 1.90 8.38
1 2.00 8.38
1 2.10 8.39
1 2.20 8.39
1 2.30 8.40
1 2.40 8.40
1 2.50 8.40
1 2.60 8.41
1 2.70 8.41
1 2.80 8.41
1 2.90 8.41
1 3.00 8.42
1 3.10 8.42
1 3.20 8.42
1 3.30 8.42
1 3.40 8.42
I
CBOD NBOD I Flow 1
3.04 3.14 160.88
3.03 3.14 160.94
21.24 2.48 203.57
21.05 2.47 203.84
20.86 2.45 204.11
20.67 2.44 204.38
20.49 2.42 204.66
20.31 2.41 204.93
20.12 2.39 205.20
19.94 2.38 205.47
19.77 2.37 205.74
19.59 2.35 206.02
19.41 2.34 206.29
19.24 2.33 206.56
19.07 2.31 206.83
18.90 2.30 207.10
18.73 2.28 207.38
18.56 2.27 207.65
18.40 2.26 207.92
18.23 2.24 208.19
18.07 2.23 208.46
17.91 2.22 208.74
17.75 2.21 209.01
17.59 2.19 209.28
17.43 2.18 209.55
10.15 0.79 22.65
10.02 0.79 22.92
9.88 0.79 23.19
9.76 0.79 23.46
9.63 0.79 23.73
9.51 0.79 24.00
9.39 0.79 24.27
9.27 0.79 24.54
9.16 0.79 24.81
9.04 0.79 25.08
8.94 0.79 25.35
8.83 0.79 25.62
8.72 0.78 25.89
8.62 0.78 26.16
8.52 0.78 26.43
8.42 0.78 26.70
8.33 0.78 26.97
8.23 0.78 27.24
8.14 0.78 27.51
8.05 0.78 27.78
7.96 0.78 28.05
7.87 0.78 28.32
7.79 0.78 28.59
7.70 0.77 28.86
7.62 0.77 29.13
7.54 0.77 29.40
7.46 0.77 29.67
7.38 0.77 29.94
7.31 0.77 30.21
7.23 0.77 30.48
7.16 0.77 30.75
7.09 0.77 31.02
7.01 0.77 31.29
6.94 0.76 31.56
6.88 0.76 31.83

G I 3.Z)U 0.4Z 0.01 U.IQ .L. IU
2 -1 3.60 8.43 6.74 0.76 32.37
2 1 '3.70 8.43 6.68 0.76 32.64
2 1 3.80 8.43 6.61 0.76 32.91
2 1 3.90 8.43 6.55 0.76 33.18
2 1 4.00 8.43 6.49 0.76 33.45
2 1 4.10 8.43 6.43 0.76 33.72
2 1 4.20 8.43 6.37 0.75 33.99
2 1 4.30 8.43 6.31 0.75 34.26
2 1 4.40 8.44 6.25 0.75 34.53
2 1 4.50 8.44 6.20 0.75 34.80
2 1 4.60 8.44 6.14 0.75 35.07
2 1 4.70 8.44 6.08 0.75 35.34
2 1 4.80 8.44 6.03 0.75 35.61
2 1 4.90 8.44 5.98 0.75 35.88
2 1 5.00 8.44 5.92 0.75 36.15
2 1 5.10 8.44 5.87 0.74 36.42
2 1 5.20 8.44 5.82 0.74 36.69
2 1 5.30 8.45 5.77 0.74 36.96
2 1 5.40 8.45 5.72 0.74 37.23
2 1 5.50 8.45 5.67 0.74 37.50
2 1 5.60 8.45 5.63 0.74 37.77
2 1 5.70 8.45 5.58 0.74 38.04
2 1 5.80 8.45 5.53 0.74 38.31
2 1 5.90 8.45 5.49 0.74 38.58
2 1 6.00 8.45 5.44 0.73 38.85
2 1 6.10 8.45 5.40 0.73 39.12
2 1 6.20 8.45 5.35 0.73 39.39
2 1 6.30 8.46 5.31 0.73 39.66
2 1 6.40 8.46 5.27 0.73 39.93
2 1 6.50 8.46 5.22 0.73 40.20
2 1 6.60 8.46 5.18 0.73 40.47
2 1 6.70 8.46 5.14 0.73 40.74
2 1 6.80 8.46 5.10 0.73 41.01
2 1 6.90 8.46 5.06 0.73 41.28
2 1 7.00 8.46 5.02 0.72 41.55
2 1 7.10 8.46 4.98 0.72 41.82
2 1 7.20 8.46 4.94 0.72 42.09
2 1 7.30 8.46 4.91 0.72 42.36
2 1 7.40 8.46 4.87 0.72 42.63
2 1 7.50 8.47 4.83 0.72 42.90
2 1 7.60 8.47 4.80 0.72 43.17
2 1 7.70 8.47 4.76 0.72 43.44
2 1 7.80 8.47 4.73 0.72 43.71
2 1 7.90 8.47 4.69 0.71 43.98
2 1 8.00 8.47 4.66 0.71 44.25
2 1 8.10 8.47 4.62 0.71 44.52
2 1 8.20 8.47 4.59 0.71 44.79
2 1 8.30 8.47 4.56 0.71 45.06
2 1 8.40 8.47 4.52 0.71 45.33
2 1 8.50 8.47 4.49 0.71 45.60
3 1 0.00 5.68 15.12 1.92 255.15
3 1 0.20 5.64 14.99 1.91 255.45
3 1 0.40 5.60 14.86 1.90 255.75
3 1 0.60 5.56 14.73 1.88 256.05
3 1 0.80 5.53 14.60 1.87 256.35
3 1 1.00 5.50 14.47 1.86 256.65
3 1 1.20 5.47 14.34 1.85 256.95
3 1 1.40 5.44 14.22 1.84 257.25
3 1 1.60 5.42 14.09 1.83 257.55
3 1 1.80 5.39 13.97 1.82 257.85
3 1 2.00 5.37 13.85 1.81 258.15
3 1 2.20 5.35 13.73 1.80 258.45
3 1 2.40 5.33 13.61 1.79 258.75
3 1 2.60 5.31 13.49 1.78 259.05
3 1 2.80 5.30 13.37 1.77 259.35

J I a.UU Lil
3 '1 3.20 5.27
3 1 3.40 5.26
3 1 3.60 5.25
3 1 3.80 5.24
3 1 4.00 5.23
3 1 4.20 5.22
3 1 4.40 5.22
3 1 4.60 5.21
3 1 4.80 5.21
3 1 5.00 5.20
3 1 5.20 5.20
3 1 5.40 5.20
3 1 5.60 5.20
3 1 5.80 5.20
3 1 6.00 5.20
3 1 6.20 5.21
3 1 6.40 5.21
3 1 6.60 5.21
3 1 6.80 5.22
3 1 7.00 5.22
3 1 7.20 5.23
3 1 7.40 5.23
3 1 7.60 5.24
3 1 7.80 5.25
3 1 8.00 5.26
3 1 8.20 5.26
3 1 8.40 5.27
3 1 8.60 5.28
3 1 8.80 5.29
3 1 9.00 5.30
3 1 9.20 5.31
3 1 9.40 5.33
3 1 9.60 5.34
3 1 9.80 5.35
3 1 10.00 5.36
3 1 10.20 5.37
3 1 10.40 5.39
3 1 10.60 5.40
3 1 10.80 5.41
3 1 11.00 5.43
3 1 11.20 5.44
3 1 11.40 5.46
3 1 11.60 5.47
3 1 11.80 5.48
3 1 12.00 5.50
3 1 12.20 5.51
3 1 12.40 5.53
3 1 12.60 5.54
3 1 12.80 5.56
3 1 13.00 5.58
3 1 13.20 5.59
3 1 13.40 5.61
3 1 13.60 5.62
3 1 13.80 5.64
3 1 14.00 5.66
Seg # I Reach # ( Seg Mi ( D.O.
I i . L`J 1 . ! 0
13.14 1.75
13.02 1.74
12.91 1.73
12.80 1.72
12.68 1.71
12.57 1.70
12.46 1.69
12.36 1.68
12.25 1.67
12.14 1.66
12.04 1.66
11.93 1.65
11.83 1.64
1 1 .72 1.63
11.62 1.62
11.52 1.61
11.42 1.60
11.32 1.59
11.22 1.58
11.13 1.57
11.03 1.57
10.93 1.56
10.84 1.55
10.74 1.54
10.65 1.53
10.56 1.52
10.47 1.51
10.38 1.51
10.29 1.50
10.20 1.49
10.11 1.48
10.02 1.47
9.94 1.47
9.85 1.46
9.76 1.45
9.68 1.44
9.60 1.43
9.51 1.43
9.43 1.42
9.35 1.41
9.27 1.40
9.19 1.40
9.11 1.39
9.03 1.38
8.95 1.37
8.88 1.37
8.80 1.36
8.73 1.35
8.65 1.34
8.58 1.34
8.50 1.33
8.43 1.32
8.36 1.31
8.28 1.31
8.21 1.30
CBOD ( NBOD
LDS . 0t,
259.95
260.25
260.55
260.85
261 . 15
261.45
261.75
262.05
262.35
262.65
262.95
263.25
263.55
263.85
264.15
264.45
264.75
265.05
265.35
265.65
265.95
266.25
266.55
266.85
267.15
267.45
267.75
268.05
268.35
268.65
268.95
269.25
269.55
269.85
270.15
270.45
270.75
271.05
271.35
271.65
271.95
272.25
272.55
272.85
273.15
273.45
273.75
274.05
274.35
274.65
274.95
275.25
275.55
275.85
276.15
Flow I

•
t.
BUMMER
MODEL RESULTS
Discharger• : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 5.89 mg/1.
The End CBOD is 7.46 mg/1.
The Enc! NBOD is 1.30 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 5.30 4.45 2
Ruch 1 45.00
Reach 2 80.00
Segment 2 6.14 0.00 1
Reach 1 41.70
Segment 3 5.46
Reach 1
5.40
0.00
90.00
0.00
0.00
0.00
0.00
4.00
0.00
0.00
2.50000
27.50000
3.00000
0.00000

North Carolina Division of Environmental Management
Water Quality Section / Intensive Survey Group
January 25, 1994
MEMORANDUM
To: Ruth Swanek
Through: Jay Sauber,''i
From: Howard Bryant /J av
Subject: Long-term BOD Analysis forEcusta
County: Transylvania
NPDES # NC0000078
Receiving Stream: French Broad River
Sub -basin: 040302
DAY BOD NH3-N TKN-N NOX-N TN-N
0 0.18 1.0 0.19 1.2
5 11.08 0.42 1.1 0.12 1.2
10 19.03 0.52 0.9 0.21 1.1
15 24.35 0.02 1.0 0.71 1.7
20 27.99 0.01 0.9 1.00 1.9
25 31.15
30 31.85 0.02 0.6 1.10 1.7
35 33.29
40 34.29
50 35.88
60 37.48 0.02 0.3 1.50 1.8
70 38.72
80 39.42
90 40.12 0.11 0.5 1.50 2.0
100 40.94
110 41.50
120 41.96 0.06 0.5 1.70 2.2
140 42.92
Date Collected: August 10, 1993
1000-1000
cc: Central Files
Regional Water Quality Supervisor
Collected by: Becker
Test evaluatiyfln: excellent
pH: 8.4 Seeded -`seeded
ei3oO =2�

SOC PRIORITY PROJECT: Yes No XX
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION i'SL._
ATTENTION: Jeattette-Powell '641/"r14.
DATE: March 2, 1998
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Transylvania
PERMIT NUMBER NC0000078
PART I - GENERAL INFORMATION
1. Facility and Address: Ecusta Division of P.H. Glatfelter
Mailing: One Ecusta Rd.
Brevard, North Carolina
2. Date of Investigation:
3. Report Prepared By: Kerry S. Becker
4. Persons Contacted and Telephone Number:Robert J. Gussman
704-877-2347
5. Directions to Site: From the intersection of Hwys.
280, 64, and 276 at Pisgah Forest, NC, travel on Hwy
280 approx. 0.2 mile to NCSR 1512 (Ecusta Rd.) on the
left. The industry is located on the left.
6. Discharge Point(s), List for all discharge points:
Latitude: Longitude:
Pipe 001 35° 15' 04"
Pipe 002 35° 15' 39"
Pipe 003 35° 15' 58"
82° 41' 32"
82° 42' 00"
82° 42' 02"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. F8 SE U.S.G.S. Quad Name Pisgah Forest
7. Site size and expansion area consistent with application?
X Yes No If No, explain:
Page 1

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

g. Possible toxic impacts to surface waters:Chlorine. Various
isomers of dioxin could be present although effluent testing
has indicated below detection levels for these compounds.
h. Pretreatment Program (POTWs only): N/A
in development
should be required
approved
not needed
2. Residuals handling and utilization/disposal scheme: Primary sludge
dewatering facilities using either centrifuge or belt press with
chemical coagulation. Final disposal of primary sludge is in
Ecusta's private landfill located adjacent to the wastewater
stabilization lagoon. Ecusta also has a monofil landfill for the
disposal of ash. Drainage from these landfills is routed to the
aeration basins.
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify) :
3. Treatment plant classification (attach completed rating sheet):
Class IV
4. SIC Codes (s) : 2621
Primary 18 Secondary 02
Main Treatment Unit Code:01002
*Sludge disposal in this case refers to sludge removed from the
primary clarifiers.
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? N/A
Page 3

2. Special monitoring or limitations (including toxicity) requests:
N/A
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Submission of Plans and Specifications
Begin Construction
Complete Construction
Date
4. Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluated.
Spray Irrigation: Discharge volume too great; insufficient land
area.
Connection to Regional Sewer System: Town o Brevard is accessible,
but would be unable to accomodate 27.5 MGD.
Subsurface: Same as spray irrigation.
Other disposal options:
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
Based upon our conversation regarding the results obtained July 1997, it appears
reasonable to drop the BOD, concentration limits. The facility currently
discharges approx. 3500 lbs/day BODS in the summer and 4500 lbs/day BODS in the
winter. With reductions in flow, the detention time in the basin will increase and
"should" allow for additional BOD5removal.
The region's water quality supervisor recommends performing a sensitivity analysis.
If the analysis shows little or no change from the first model, then the
concentration based limits should be dropped.
Water Quality Regional Sup
±visor
Date

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THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U.S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092
AND BY U.S. TENNESSEE VALLEY AUTHORITY, CHATTANOOGA, TENN. 37401 OR KNOXVILLE, TENN. 37902
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
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C73Zv5-.��
ECUSta a division of P. H. GLATFELTER CO.
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28768-0200
TELEPHONE [phone]
R. J. GUSSMAN
Director, Environmental Affairs
Tel. [phone]
Fax [phone]
January 19, 1998
Mr. Charles H. Weaver, Jr.
NC DENR/DWQ/NPDES Unit
P. O. Box 29535
Raleigh, NC 27626
1.. r l 9 les.1
BRANCH
Subject: Permit Modification Request NPDES NC0000078
Ecusta/P.H. Glatfelter Company
Transylvania County
Dear Mr. Weaver:
As requested in your fax of January 16, 1998, enclosed is a check for $400.
This is in prepayment for a major permit modification as requested in my
letter of December 9, 1997.
If there are additional questions or if further information is needed, please
call or fax me.
RJG:ls
Enclosure
cc: F. Westall, Asheville Regional Office

Ecusta a division of P. H. G-LATFELTER CO.
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28788-0200
TELEPHONE [phone]
R. J. GUSSMAN
Director, Environmental Affairs
Tel. [phone]
Fax [phone]
Mr. Don Safrit, Assistant Chief
Division of Water Quality
Water Quality Section
North Carolina Department of Environment
and Natural Resources
P. O. Box 29535
Raleigh, NC 27626-0535
Dear Mr. Safrit:
Subject: Permit Modification Request
NPDES NC 0000078
P.H. Glatfelter Company
Transylvania County
December 9, 1997
72MITI)
DEC 1 2 1C9
POINT SOURCE BRANCH
The Ecusta mill of the P.H. Glatfelter Company is committed to reducing the
amount of treated effluent discharged to the French Broad River. A number of
capital intensive projects will be completed in the next two years to reduce our
water usage significantly. These projects are already beginning to affect the
quantity of treated effluent that we discharge to the French Broad.
As we continue with this program, we are seeing an increase in the
concentration of BOD5 in our effluent, even though the quantity of BOD5 is
staying constant or even decreasing. In 1997, we had two months in which we
exceeded our effluent limit for the BOD5 concentration while we were well
within the BOD5 quantity limits. We desire to modify our NPDES permit to
eliminate the monthly average and daily maximum BOD5 concentration limits.
I know that this facility is water quality limited for BOD5. Modeling was used
to back calculate a BOD5 concentration limit from the permitted monthly
average flow of 27.5 MGD and the mass amount of BOD5 that the model
calculated the French Broad River could assimilate. When flows are constant,
there is no problem with a concentration limit. But as we reduce total water
usage, the concentration limit becomes a limiting factor even though the mass
of pollutants discharged is decreasing.

Mr. Don Safrit
Page 2
December 9, 1997
We are not asking for a change in the mass or quantity limitation, but we are
asking for the elimination of the BOD5 concentration limit. This will allow us to
continue our efforts to further reduce the amount of treated effluent discharged
into the river while maintaining compliance with the quantity of BOD5
discharged. This has been discussed with Forest Westall and Kerry Becker of
the Asheville Regional Office.
If there are any questions or if further information is needed, please call me at
[phone].
Robert J. Gussman, Director
Environmental Affairs
RJG:ls
cc: F. Westall, Asheville Regional Office
K. Becker, Asheville Regional Office
L. W. Nelson, Ecusta, a div. of P.H. Glatfelter Co.
C. N. Carter, P.H. Glatfelter Co., Spring Grove, PA

NPDES FACILITY AND PERMIT DATA 01/27/98 07:21:02
UPDATE OPTION TRXID 5NU KEY NC0000078
PERSONAL DATA FACILITY APPLYING FOR PERMIT REGION
FACILITY NAME> P.H. GLATFELTER - ECUSTA DIV. COUNTY> TRANSYLVANIA 01
ADDRESS: MAILING (REQUIRED) LOCATION (REQUIRED)
STREET: P.O. BOX 200 STREET: ECUSTA ROAD
CITY: PISGAH FOREST ST NC ZIP 28768 CITY: PISGAH FOREST ST NC ZIP 28768
TELEPHONE [phone] DATE FEE PAID: 01/26/98 AMOUNT: 400.00
STATE CONTACT> NOWELL PERSON IN CHARGE ROBERT J. GUSSMAN
1=PROPOSED,2=EXIST,3=CLOSED 2 1=MAJOR,2=MINOR 1 1=MUN,2=NON-MUN 2
LAT: 3515030 LONG: 08241340 N=NEW,M=MODIFICATION,R=REISSUE> M
DATE APP RCVD 01/26/98 WASTELOAD REQS / /
DATE STAFF REP REQS / / 30/ 96 WASTELOAD RCVD / /
DATE STAFF REP RCVD 3 / a /' S SCH TO ISSUE / /
DATE TO P NOTICE / / DATE DRAFT PREPARED / /
DATE OT AG COM REQS / / DATE DENIED / /
DATE OT AG COM RCVD / / DATE RETURNED / /
DATE TO EPA / / DATE ISSUED / / ASSIGN/CHANGE PERMIT
DATE FROM EPA / / EXPIRATION DATE nsolig* I/ 3 //6 0
FEE CODE ( 1 ) 1=(>10MGD),2=(>1MGD),3=(>0.1MGD),4=C<0.1MGD),5=SF,6=CGP25,64,79),
7=CGP49,73)8=(GP76)9=(GP13,34,30,52)0=CNOFEE) DIS/C 18 14 02 CONBILL C )
COMMENTS: PERMIT MOD REQUEST -ELIMINATE BOD5 LIMIT
MESSAGE: 4*4+ DATA MODIFIED SUCCESSFULLY ***
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DIVISION OF WATER QUALITY
GROUNDWATER SECTION
December 5, 1997
MEMORANDUM
TO: Dave Goodrich
WQ Section; NPDES Unit
FROM: Bob Cheek ii$ 6
SUBJECT: Modification of Groundwater Monitoring Conditions
NPDES Permit NC0000078
Ecusta Division, P.H. Glatfelter Co.
Transylvania County
Please note the attached 10/31/97 memo from Kay Dechant of our Asheville groundwater
staff requesting that the existing groundwater monitoring conditions in the subject permit be
modified. That memo explains the reason for the proposed changes as well as recommendations
for the modified language. Kay indicates that Ecusta personnel agree with the proposed
modifications.
The last changes in the groundwater monitoring requirements were made, via a 11/9/87
permit modification letter from Paul Wilms, as a result of a 10/13/97 memo from ARO staff
(copies attached).
We concur with Asheville's 10/31/97 recommendation and request that the groundwater
monitoring requirements in the referenced permit be modified as recommended, and that both this
office and Kay Dechant be copied on the modified permit.
If you have any questions, please contact Kay or myself.
Attachments
cc: Kay Dechant, ARO Groundwater
GWS-CO, Permits
\npdesmod.ARO

ASHEVILLE REGIONAL OFFICE
October 31, 1997
MEMORANDUM:
VD
TO: Bob Cheek
THROUGH: Don Link
FROM: Kay Dechant g�
SUBJECT: Request for NPDES Amendment
Ecusta Division
P. H. Glatfelter Company
NPDES Permit No. NC0000078
Transylvania County
•
Ecusta has been conducting groundwater monitoring since 1986. By
omission, the groundwater monitoring requirements have never been
incorporated into the NPDES permit, but are required according to
a permit modification letter (copy attached).
I am requesting that NPDES Permit No. NC0000078 be amended to
reflect changes in the groundwater monitoring requirements. A
review of the historical data indicates that some of the
previously required sampling parameters may be deleted, the VOC
requirement updated, and the sampling frequency reduced from
three times per year to twice per year. I have discussed the
proposed changes with Ecusta and they are in agreement.
The proposed modifications to the groundwater monitoring
requirements are as follows:
The three monitoring wells (Q88v2, Q88v3, and Q88v4) shall be
sampled every March and November for the following parameters:
pH
Water Levels
TOC
Total Dissolved Solids
Sulfate
Volatile Organic Compounds (VOC) in November only, by
one of the following methods:
(A) Standard Method 6230D
(B) Standard Method 6210D
(C) EPA Method 8021
(D) EPA Method 8260
(E) Another Method with prior approval by the
Groundwater Section Chief
711

Bob Cheek Memo
October 31, 1997
Page 2
Standard language referencing TOC analysis, VOC analysis,
compliance boundary, and reporting shall be included in the
permit modification.
If you have any comments or questions, please call me at (704)
251-6208.

DIVISION OF WATER QUALITY
July 21, 1997
MEMORANDUM
TO: Kerry Becker
THRU• Ruth Swanek
Carla Sanderson
FROM: Jacquelyn M. Nowell'
SUBJECT: Tentative effluent limits for P.H. Glatfelter - Ecusta Division
NPDES Permit No. NC0000078
Transylvania County
Per your request, the Instream Assessment Unit has reviewed two scenarios of
reduced wasteflow for the Ecusta plant. A Level B modeling analysis was performed for a
segment of the French Broad River, that included the Ecusta facility and two other
dischargers, Town of Brevard WWTP and E. I. Dupont on the Little River. The
modification of Dupont's wasteflow expansion to 3 MGD was included, in addition to
recently updated streamflows on the French Broad and the Little River.
Model runs were requested with Ecusta's wasteflow reduced from the permitted
flow of 27.5 MGD to 13 and 15 MGD, respectively. The results of those runs for BOD5
are indicated as follows:
Ow
13 MGD
15 MGD
BOD5 (mg/I)
59.3 (summer)
118.6 (winter)
51.6 (summer)
81.6 (winter)
BOD5 (lbs/day)
6429.3 (summer)
12858.6 (winter)
6455.2 (summer)
10208.2 (winter)
An effluent limit for dissolved oxygen of 5 mg/1 is also recommended at
each wasteflow. At both wasteflows, the summer predicted DO minimum in the French
Broad River is 5.1 mg/l. Although the concentration limit for BOD5 would be increased
with the wasteflow reduction, the discharge must still be observed so that instrream DO
violations still do not occur.
Please contact me if there are questions concerning these limits.
cc: Forrest Westall
Colleen Sullins
WLA File

Ecusta jmn
French Broad River C 7/18/97
040301
Per request of Kerry Becker in ARO, looked at what BOD5 limits Ecusta would receive
if there was a wasteflow reduction from 27.5 MGD to 15 or 13 MGD. Problem that
plant was having was that it was meeting the BOD5 water quality based lbs/day limit of
4587 but was exceeding the concentration limit of 20 mg/1, because of the reduction in
flow. Average Qw for the past year was about 22 MGD over 5 MGD less than permitted
flow.
In May 1997, self monitoring report noted that facility was meeting the lbs/day limit
easily but was now exceeding the concentration limit probably due to flow reduction.
Report noted " reviewed operating procedures to increase removal efficiency of primary
clarifiers, modified procedures in the mill to minimize the impact of high BODS
containing waste in the WWTP, varied the total residence time of WWTP, increased
BOD5 and TSS sampling at primary clarifiers and reviewed the need of the Aerated
Stabilization Basin for additional nitrogen and phosphorus."
Effluent guidelines for BOD5 for this type of discharger- fme blended kraft, fine papers
and lightweight papers. Limit of 9903.40 lbs/day would violate DO standard in the
French Broad River. converted to mg/1 @ 27.5 MGD = 43.18 mg/1. Previous Level B
model indicated that 43.18 *3 =129 mg/1 CBOD would violate the instream DO
standard. BODS of 20 mg/1 or 4587 lbs/day would protect in the summer. BOD5 of 40
mg/1 (9174 lbs/day) would protect in the winter. Effluent DO limit of 4 mg/1 was also
given.
Level B model results at reduced flows of 15 and 13 MGD
BOD5 = 9903.4 lbs/day / 8.34 / 15 mgd = 79.16 mg/1 converted to CBOD = 237.48
mg/1, (79.16 * 3 (multiplier))
Level B predicts DO min. = 3.82 mg/1
CBOD that protects DO standard at 15 MGD Qw is 155 mg/1 or BODS = 155/3 =
51.6 mg/l. DO min.= 5.06 mg/1
Converted to lbs/dav = 51.6 * 8.34 * 15 mgd = 6455.161bs/dav
Winter BODS limit 0 15 MGD = 81.6 mg/I * 8.34 * 15 mgd =10208.16 lbs/dav
CBOD that protects DO standard at 13 MGD Qw is 178 mg/1 or BODS = 178/3 =
59.3 mg/I. DO min.= 5.09 mg/1
Converted to lbs/day = 59.3 * 8.34 * 13 mgd = 6429.3 lbs/dav
Winter BODS limit 0 13 MGD is 355.8 mg/1 or
BODS = 355.8/3= 118.6 mg/1 * 8.34 * 13 mgd =12858.611bs/dav

Ecusta Notes
Page 2
Recommend an effluent DO limit of 5 mg/1 with each wasteflow. Existing DO limit
is 4 mg/l.
*Reviewed effluent DO in 1997, only one value below 5 mg/l. In August 1997, a
minimum value of 4.84 mg/1 reported. The monthly avg. for August was 5.81 mg/l.
Reviewed '95 - '97 instream monitoring for temperature, DO, and conductivity. No
instream DO problems are documented. Upstream DOs range from 7.2 - 9.4 mg/l.
Downstream DOs range from 6.4 - 9.2 mg/l. Minimum DO reported was 5.7 mg/1 in
8/97. Effluent data on the occurence of minimum DO downstream, Qw=20.9 MGD,
BOD5= nd, eff. DO = 4.84 mg/1.
4/2/98
Ecusta has requested the removal of the BODS concentration limit of 20 mg/1 in the
summer and 40 mg/1 in the winter. Plant is voluntarily undergoing water
conservation efforts and this may have some effect on the BODS concentration. The
BODS lb./day limit is being met without problems.
Reviewed Qw, and BODS data from 1996 thru Jan. 1998. There were violations of
the summer monthly BODS concentration limit of 20 mg/1 during the months of
April and May 1997. Average BODS Mass data were well below the limit of 9904
lbs/day at 4231 lbs/day and 38751bs/day, respectively. In Sept. 1997, average BODS
concentration was 19.3 mg/l, while the mass limitation was 3306 lbs/day.
Discharge data shows that Ecusta has consistently been below its permitted flow
limit and BODS mass limit.
There have been no instream DO violations in latter 1997.
Will recommend that the concentration limit for BODS be deleted, however should
continue to monitor instream parameters and be sure that the DO standard is not
violated in the French Broad.

Ecusta BOD5 Data (1998- 1996)
Qw (MGD) BOD5 (mg/1) BOD5 (lbs/day)
WINTER LIMIT 27.5 40 (80) 9174 (18348)
Date
Jan-98 AVG. 17.8 19.04 2857
MAX. 19.3 23.38 3429
Dec-97 AVG. 17.9 16.42 2437
MAX. 20.6 26.29 3278
Nov-97 AVG. 20.1 21.88 3652
MAX. 21.3 27.04 4494
SUMMER LIMIT 27.5 20 (40) 4587 (9174)
Oct-97 AVG. 20.8 15.59 2668
MAX. 23.5 25.53 4313
Sep-97 AVG. 20.5 19.27/ 3306
MAX. 25.4 24.3 3850
Aug-97 AVG. 20.1 14.42 2415
MAX. 21.6 18.25 3128
Jul-97 AVG. 19.2 11.04 1939
MAX. 24.4 18 3388
Jun-97 AVG. 21.5 16.15 2869
MAX. 23.7 19.57 3496
May-97 AVG. 20.8 24.55 4231
MAX. 22.1 30.5 5188
Apr-97 AVG. 20.6 22.62 3875
MAX. 22.2 31.65 5066
WINTER LIMIT 27.5 40 (80) 9174 (18348)
Mar-97 AVG. 21.8 21.08 3836
MAX. 25.7 25.6 4586
Feb-97 AVG. 21.8 22.2 4052
MAX. 23.6 26.4 5108
Jan-97 AVG. 21.6 28.59 5136
MAX. 23.2 26.4 5108

Ecusta BOD5 Data (1998- 1996)
Qw (MGD) BOD5 (mg/I) BOD5 (lbs/day)
WINTER LIMIT 27.5 40 (80) 9174 (18348)
Dec-96 AVG. 21.5 19.76 3546
MAX. 23 22.77 4125
Nov-96 AVG. 21.7 15.31 2785
MAX. 22.5 21.38 3791
SUMMER LIMIT 27.5 20 (40) 4587 (9174)
Oct-96 AVG. 22 18.4 3379
MAX. 23.4 21.75, (3 >20) 4161
Sep-96 AVG. 23.2 17.32 3379
MAX. 29.1 24.96, (3 >20) 4724
Aug-96 AVG. 23.5 15.75 3063
MAX. 25.3 23.31,22.32 4451
Jul-96 AVG. 21.1 16.61 2559
MAX. 24.9 31.3,27.07 5619
Jun-96 AVG. 23.7 13.97 2762
MAX. 24.8 27.01 5391
May-96 AVG. 22.2 9.42 1748
MAX. 23.8 12.82 2332
Apr-96 AVG. 23 18.92 3640
MAX. 23.6 28.63 5643
WINTER LIMIT 27.5 40 (80) 9174 (18348)
Mar-96 AVG. 22.6 27.2 5187
MAX. 24.5 31.8 6349
Feb-96 AVG.
MAX.
22.1 25.94 4742
23.9 33.2 6001
Jan-96 AVG. 21.9 30.17 5548
MAX. 26.9 36.3 7465

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From: O "
Organization:
To:
Date:
Subject:
Priority
"Forrest Westall" <[e-mail]>
Asheville Region of NC - DEHNR
[e-mail], [e-mail]
Tue, 3 Jun 1997 14:20:38 +1100
Glatfelter Ecusta Mill Pisgah Forest --Trans. Co.
normal
Bob Gussman dropped by today and discussed briefly their compliance
problems with BOD concentration limits. The mill is going through a
huge water reduction process and flow is falling at 2 mgd chunks.
They violated their concentration number last month by 2 mg/1 (22
verses the 20 limit they have) and this month they will be 0.5mg/1
over. They are WQ limited, but since the French Broad is the
"dominate" factor in determining physical modeling characteristics of
the stream, a pounds limit by itself should be able to be set without
consideration of a concentration limit. Bob is going to request to
Coleen a revision in their limits to lbs./day only. I hope the
modeling folks can do a sensivitiy analysis on conc. verses pounds.
The company is planning to make modifications to its system for the
next permit cycle that should get them consistantly below 15 mg/1
BOD. Until then we are going to have to address compliance issues
with conc. They have no problems complying with their pounds limit.
FYI. Forrest

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From: "Kerry Becker" <[e-mail]>
Organization: Asheville Region of NC - DEHNR
To: [e-mail]
Date: Mon, 9 Jun 199714:19:06 +1100
Subject: Memo to Jackie Nowell
X-Confirm-Reading-To: "Kerry Becker" <[e-mail]>
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Dear Jackie,
A week or so ago I spoke with Carla about the Ecusta plant's
problems regarding the industry's ongoing flow reduction
program. Currently, the permit is limited in terms of both
concentration and pounds. BOD5 is water quality limited. This
wasn't a problem until their flows dropped from about 27
MGD to about 21 MGD. While pounds is being met their concentration
has increased to 22 mg/1, a violation. They have plans to drop flows
to 15 MGD thus driving concentrations even higher. With my severely
limited knowledge of the modeling programs in use, I will undoubtedly
need your guidance. Could you look into this and advise me? It may
be that a model will need to be rerun reflecting the changes. Give
me a call if you have questions. Forrest cc'd me a memo he wrote to
Coleen about this so you may already be aware of it.

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ecusrEXP
SUMMER
ii,r/7
MODEL RESULTS
Discharger ; ECUSTA
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 4.51 mg/1.
The End CBOD is 11.53 mg/1.
The End NBOD is 1.83 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 3.98 4.45 2
Reach 1 90.00 45.00 0.00
Reach 2 129.00 9.00 4.00
Segment 2 6.59 0.00 1
Reach 1 63.00 9.00 0.00
Segment 3 3.94 6.00 1
Reach 1 0.00 0.00 0.00
2.50000
27.50000
2.00000
0.00000

*** MODEL SUMMARY DATA ***
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
Summer 7Q10 : 157.0
Design Temperature: 23.0
Subbasin : 040301
Stream Class: C
Winter 7Q10 : 191.0
)LENGTH) SLOPE) VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOD I SOD
mile 1 ft/mil fps 1 ft Idesignl @20° !design l @20° !design) @20° 'design' @20° !design l @20°
I I I 1 1 1 1 1 I 1 1 1 I I
Segment 1 1 0.051 5.001 0.900 1 3.45 1 0.57 1 0.50 1 2.13 I 2.001 0.38 10.30 1 0.38 1 0.30 1 0.00 1 0.00
Reach 1 1 1 I 1 1 1 1 1 I 1 1 1 I
1 1 1 1 1 1 1 1 1
Segment 1 1 4.401 5.001 0.900 1 3.91 1 0.57 1 0.50 1 2.13 1 2.001 0.38 1 0.30 10.38 1 0.30 1 0.00 1 0.00
Reach 2 I 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 1 1 1 I I
Segment 2 1 8.501 40,001 0,933 1 1.53 1 0.60 10.52 135.06 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 1 1 1 1 1 I 1 1 1 I
1 1 1 1 1 1 1 1 1 1 1 I I
Segment 3 1 14.001 5.001 0.900 1 4.42 1 0.57 1 0.50 12.13 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 I 1 1 1 I
1 Flow 1 CBOD I NBOD 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 3.875 190.000 ) 45.000 1 0.000
Headwaters1157.000 1 2.000 1 1.000 1 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
Waste 1 42.625 1129.000 1 9.000 1 4.000
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 2 Reach 1
Waste 1 3.100 1 63.000 1 9.000 1 0.000
Headwaters) 18.000 I 2.000 1 1.000 1 7.720
Tributary 1 0.000 1 2.000 1 1.000 I 7.720
* Runoff 1 2.700 1 2.000 1 1.000 1 7.720
Segment 3 Reach 1
Waste 1 0.000
Headwaters) 0.000
Tributary 1 0.000
* Runoff 1 1.500
0.000
2.000
2.000
2.000
0.000
1.000
1.000
1.000
0.000
7.720
7.720
7.720
* Runoff flow is in cfs/mile

SUMMER
(-Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD
1 1 0.00 7.53 4.12 2.06
1 1 0.05 7.53 4.11 2.06
1 2 0.05 6.79 30.26 3.51
1 2 0.25 6.60 29.99 3.49
1 2 0.45 6.41 29.72 3.47
1 2 0.65 6.23 29.45 3.45
1 2 0.85 6.05 29.19 3.43
1 2 1.05 5.89 28.92 3.41
1 2 1.25 5.73 28.66 3.38
1 2 1.45 5.58 28.41 3.36
1 2 1.65 5.43 28.15 3.34
1 2 1.85 5.29 27.90 3.32
1 2 2.05 5.16 27.65 3.30
1 2 2.25 5.03 27.40 3.28
1 2 2.45 4.91 27.15 3.26
1 2 2.65 4.79 26.91 3.24
1 2 2.85 4.68 26.67 3.22
1 2 3.05 4.58 26.43 3.21
1 2 3.25 4.48 26.19 3.19
1 2 3.45 4.38 25.96 3.17
1 2 3.65 4.29 25.73 3.15
1 2 3.85 4.21 25.50 3.13
1 2 4.05 4.13 25.27 3.11
1 2 4.25 4.05 25.04 3.09
1 2 4.45 3.98 24.82 3.07
2 1 0.00 6.59 10.96 2.18
2 1 0.10 6.96 10.81 2.15
2 1 0.20 7.26 10.65 2.13
2 1 0.30 7.49 10.51 2.11
2 1 0.40 7.67 10.36 2.08
2 1 0.50 7.81 10.22 2.06
2 1 0.60 7.93 10.08 2.04
2 1 0.70 8.02 9.95 2.02
2 1 0.80 8.09 9.82 2.00
2 1 0.90 8.14 9.69 1.98
2 1 1.00 8.19 9.57 1.96
2 1 1.10 8.22 9.45 1.94
2 1 1.20 8.25 9.33 1.92
2 1 1.30 8.28 9.21 1.91
2 1 1.40 8.29 9.10 1.89
2 1 1.50 8.31 8.98 1.87
2 1 1.60 8.32 8.88 1.85
2 1 1.70 8.33 8.77 1.84
2 1 1.80 8.34 8.66 1.82
2 1 1.90 8.35 8.56 1.81
2 1 2.00 8.35 8.46 1.79
2 1 2.10 8.36 8.36 1.77
2 1 2.20 8.36 8.27 1.76
2 1 2.30 8.37 8.17 1.75
2 1 2.40 8.37 8.08 1.73
2 1 2.50 8.38 7.99 1.72
2 1 2.60 8.38 7.90 1.70
2 1 2.70 8.38 7.82 1.69
2 1 2.80 8.38 7.73 1.68
2 1 2.90 8.39 7.65 1.66
2 1 3.00 8.39 7.57 1.65
2 1 3.10 8.39 7.49 1.64
2 1 3.20 8.39 7.41 1.62
2 1 3.30 8.39 7.33 1.61
2 1 3.40 8.40 7.25 1.60
Flow I
160.88
160.94
203.57
203.84
204.11
204.38
204.66
204.93
205.20
205.47
205.74
206.02
206.29
206.56
206.83
207.10
207.38
207.65
207.92
208.19
208.46
208.74
209.01
209.28
209.55
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
28.66
28.93
29.20
29.47
29.74
30.01
30.28

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 4.76 21.31 2.74 253.60
3 1 0.20 4.69 21.13 2.73 253.90
3 1 0.40 4.63 20.94 2.71 254.20
3 1 0.60 4.57 20.76 2.70 254.50
3 1 0.80 4.52 20.57 2.68 254.80
3 1 1.00 4.47 20.39 2.66 255.10
3 1 1.20 4.42 20.21 2.65 255.40
3 1 1.40 4.38 20.03 2.63 255.70
3 1 1.60 4.33 19.86 2.62 256.00
3 1 1.80 4.29 19.68 2.60 256.30
3 1 2.00 4.26 19.51 2.59 256.60
3 1 2.20 4.22 19.34 2.57 256.90
3 1 2.40 4.19 19.17 2.56 257.20
3 1 2.60 4.16 19.00 2.54 257.50
3 1 2.80 4.13 18.83 2.53 257.80

a �
a 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 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 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 1
3 1
3 1
3 1
3 1
3 1
3 1
Seg # I Reach #
3.UU 4. 1 1 10.00 Z.J 1 0.1U
3.20 4.08 18.50 2.50 258.40
3.40 4.06 18.34 2.48 258.70
3.60 4.04 18.18 2.47 259.00
3.80 4.02 18.02 2.45 259.30
4.00 4.01 17.86 2.44 259.60
4.20 3.99 17.70 2.43 259.90
4.40 3.98 17.55 2.41 260.20
4.60 3.97 17.39 2.40 260.50
4.80 3.96 17.24 2.38 260.80
5.00 3.95 17.09 2.37 261.10
5.20 3.95 16.94 2.36 261.40
5.40 3.94 16.79 2.34 261.70
5.60 3.94 16.64 2.33 262.00
5.80 3.94 16.50 2.32 262.30
6.00 3.94 16.35 2.30 262.60
6.20 3.94 16.21 2.29 262.90
6.40 3.94 16.07 2.28 263.20
6.60 3.94 15.93 2.26 263.50
6.80 3.94 15.79 2.25 263.80
7.00 3.95 15.65 2.24 264.10
7.20 3.96 15.51 2.22 264.40
7.40 3.96 15.38 2.21 264.70
7.60 3.97 15.24 2.20 265.00
7.80 3.98 15.11 2.19 265.30
8.00 3.99 14.98 2.17 265.60
8.20 4.00 14.85 2.16 265.90
8.40 4.01 14.72 2.15 266.20
8.60 4.02 14.59 2.14 266.50
8.80 4.03 14.46 2.12 266.80
9.00 4.04 14.34 2.11 267.10
9.20 4.06 14.21 2.10 267.40
9.40 4.07 14.09 2.09 267.70
9.60 4.09 13.96 2.08 268.00
9.80 4.10 13.84 2.06 268.30
10.00 4.12 13.72 2.05 268.60
10.20 4.13 13.60 2.04 268.90
10.40 4.15 13.48 2.03 269.20
10.60 4.17 13.37 2.02 269.50
10.80 4.18 13.25 2.01 269.80
11.00 4.20 13.14 2.00 270.10
11.20 4.22 13.02 1.98 270.40
11.40 4.24 12.91 1.97 270.70
11.60 4.26 12.80 1.96 271.00
11.80 4.28 12.68 1.95 271.30
12.00 4.30 12.57 1.94 271.60
12.20 4.32 12.46 1.93 271.90
12.40 4.34 12.36 1.92 272.20
12.60 4.36 12.25 1.91 272.50
12.80 4.38 12.14 1.90 272.80
13.00 4.40 12.04 1.89 273.10
13.20 4.42 11.93 1.87 273.40
13.40 4.44 11.83 1.86 273.70
13.60 4.47 11.73 1.85 274.00
13.80 4.49 11.63 1.84 274.30
14.00 4.51 11.53 1.83 274.60
Seg Mi I D.O. I CBOD I NBOD I Flow I

SUMMER
G//o/97
MODEL RESULTS
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
The End D .O. is 5. 7 1 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) Mi 1 epoi 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
Segment 2 6.59 0.00 1
Reach 1 63.00 9.00 0.00 2.00000
Segment 3 5.27 5.60 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA.***
Di'scharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
Summer 7Q10 : 157.0
Design Temperature: 23.0
Subbasin : 040301
Stream Class: C
Winter 7Q10 : 191.0
'LENGTH' SLOPE( VELOCITY 1 DEPTH( Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOO 1 S00
I mile 1 ft/mil fps 1 ft (design) @20° 'design l @20° 'design' @20° 'design' @20° 'design l @20°
I I I I I I I I I I I I I I
Segment 1 1 0.051 5.001 0.900 1 3.45 1 0.51 0.50 1 2.13 ( 2.001 0.38 1 0.30 1 0.38 1 0.30 1 0.00 ( 0.00
Reach 1 1 I I 1 1 1 1 1 1 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 10.30 1 0.38 1 0.30 1 0.00 ( 0.00
Reach 2 1 I I 1 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 1 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 I 1 1 1 1 1 1 1 1 1 1
I I I I I I I I I I I I I I
Segment 3 1 14.001 5.001 0.900 1 4.42 1 0.51 1 0.50 1 2.13 1 2.001 0.38 10.30 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 1 I
I Flow 1 CBOD 1 NBOD 1 D.O. I
cfs 1 mg/1 1 mg/1 1 mg/1 1
Segment 1 Reach 1
Waste 1 3.875 1 90.000 1 45.000 1 0.000
Headwatersl157.000 1 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
Tributary 1 0.000 I 2.000
* Runoff 1 1.360 1 2.000
Segment 2 Reach 1
Waste 1 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) 0.000
Tributary 1 0.000
* Runoff 1 1.500
0.000
2.000
2.000
2.000
9.000 1 4.000
1.000 1 7.720
1.000 1 7.720
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
* Runoff flow is in cfs/mile

SUMMER
l 'Seg
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
2
2
2
2
2
2
2
#I
Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 0.00 7.53 4.12 2.06 160.88
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 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
1 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 8.36 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
1 2.80 8.38 7.73 1.68 28.66
1 2.90 8.39 7.65 1.66 28.93
1 3.00 8.39 7.57 1.65 29.20
1 3.10 8.39 7.49 1.64 29.47
1 3.20 8.39 7.41 1.62 29.74
1 3.30 8.39 7.33 1.61 30.01
1 3.40 8.40 7.25 1.60 30.28

G 1 i.JU U.4U l.lt 1.5J .JJ
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 14.09 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
3 1 2.20 5.42 12.90 2.56 256.13
3 1 2.40 5.40 12.79 2.54 256.43
3 1 2.60 5.38 12.68 2.53 256.73
3 1 2.80 5.37 12.57 2.51 257.03

j
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 3.00 5.35
1 3.20 5.34
1 3.40 5.33
1 3.60 5.32
1 3.80 5.31
1 4.00 5.30
1 4.20 5.29
1 4.40 5.29
1 4.60 5.28
1 4.80 5.28
1 5.00 5.28
1 5.20 5.27
1 5.40 5.27
1 5.60 5.27
1 5.80 5.27
1 6.00 5.27
1 6.20 5.28
1 6.40 5.28
1 6.60 5.28
1 6.80 5.29
1 7.00 5.29
1 7.20 5.30
1 7.40 5.30
1 7.60 5.31
1 7.80 5.32
1 8.00 5.33
1 8.20 5.33
1 8.40 5.34
1 8.60 5.35
1 8.80 5.36
1 9.00 5.37
1 9.20 5.38
1 9.40 5.39
1 9.60 5.40
1 9.80 5.41
1 10.00 5.43
1 10.20 5.44
1 10.40 5.45
1 10.60 5.46
1 10.80 5.48
1 11.00 5.49
1 11.20 5.50
1 11.40 5.52
1 11.60 5.53
1 11.80 5.55
1 12.00 5.56
1 12.20 5.57
1 12.40 5.59
1 12.60 5.60
1 12.80 5.62
1 13.00 5.63
1 13.20 5.65
1 13.40 5.66
1 13.60 5.68
1 13.80 5.70
1 14.00 5.71
Reach # I Seg Mi I D.O.
12.46 2.50
12.35 2.48
12.24 2.47
12.13 2.45
12.03 2.44
11.92 2.43
11.82 2.41
11.72 2.40
11.61 2.38
11.51 2.37
11.41 2.36
11.31 2.34
11.21 2.33
11.12 2.32
11.02 2.30
10.92 2.29
10.83 2.28
10.74 2.26
10.64 2.25
10.55 2.24
10.46 2.22
10.37 2.21
10.28 2.20
10.19 2.19
10.10 2.17
10.01 2.16
9.93 2.15
9.84 2.14
9.76 2.12
9.67 2.11
9.59 2.10
9.50 2.09
9.42 2.08
9.34 2.06
9.26 2.05
9.18 2.04
9.10 2.03
9.02 2.02
8.94 2.01
8.87 1.99
8.79 1.98
8.72 1.97
8.64 1.96
8.57 1.95
8.49 1.94
8.42 1.93
8.35 1.92
8.27 1.91
8.20 1.90
8.13 1.88
8.06 1.87
7.99 1.86
7.93 1.85
7.86 1.84
7.79 1.83
7.72 1.82
CBOD I NBOD
257.33
257.63
257.93
258.23
258.53
258.83
259.13
259.43
259.73
260.03
260.33
260.63
260.93
261.23
261.53
261.83
262.13
262.43
262.73
263.03
263.33
263.63
263.93
264.23
264.53
264.83
265.13
265.43
265.73
266.03
266.33
266.63
266.93
267.23
267.53
267.83
268.13
268.43
268.73
269.03
269.33
269.63
269.93
270.23
270.53
270.83
271.13
271.43
271.73
272.03
272.33
272.63
272.93
273.23
273.53
273.83
Flow

fr-FD oto
SUMMER
Discharger
Receiving Stream
MODEL RESULTS
BREVARD TO ABOVE ASHEVILLE
: FRENCH BROAD RIVER
The End D.O. is 7.20 mg/1.
The End CBOD is 3.40 mg/1.
The End NBOD is 1.09 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 4.50 2
Reach 1 45.00 90.00 0.00 2.50000
Reach 2 80.00 9.00 4.00 27.50000
Segment 2 7.32 0.00 1
Reach 1 63.00 9.00 5.00 2.00000
Segment 3 5.32 5.10 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
Reach 6 112.00 0.00 0.00 4.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000
Reach 9 0.00 0.00 0.00 0.00000
Segment 4 7.17 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
DTscharger : 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! SLOPEI VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka I Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOD I SOD
( mile 1 ft/mil fps I ft (design' @20° 'design) @20° (design( @20° 'design' @20° 'design@20°
I I I I I I I I I I I I I I
Segment 1 1 0.101 0.001 0.900 1 3.45 1 0.51 1 0.50 ( 2.13 I 2.001 0.38 10,30 1 0.38 1 0.00 10.00 ( 0.00
Reach 1 1 I I 1 1 1 1 1 I 1 1 I I
I I I I I I I I I I I I I I
Segment 1 ( 4.401 0.001 0.900 1 3.91 1 0.51 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 2 1 1 I 1 I 1 1 1 I 1 1 I I
I I I I I I I I I I I I I I
Segment 2 1 8.501 40.001 0.933 1 1,53 1 0.50 1 0,44 (35,06 1 32.851 0.63 10.50 1 0.63 1 0.00 1 0.00 10.00
Reach 1 1 1 I 1 1 1 1 1 I 1 1 I I
I I I I I I I I I I I I I I
Segment 3 I 5.90( 0,001 0.900 14,40 1 0,51 1 0.50 ( 2.13 1 2.001 0.38 1 0.30 1 0,38 1 0.00 10.00 1 0.00
Reach 1 1 1 I 1 1 1 1 1 1 1 1 I I
I I I I I I I I I I I I I I
Segment 3 1 1.901 0.001 0.900 14,51 10.51 10.50 12.13 ( 2.001 0.38 10.30 1 0.38 1 0,00 1 0.00 1 0.00
Reach 2 1 I I 1 1 ! 1 1 1 1 I 1 I
I I I I I I I I I I I I
Segment 3 1 9.601 0.001 0.900 (4.63 10,51 ( 0.50 12.13 1 2.001 0.38 1 0.30 10.38 10.00 10.00 1 0.00
Reach 3 1 1 I 1 1 1 I 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 I 0.601 0.001 0.900 (4.99 1 0.51 1 0.50 1 2.13 1 2,001 0.38 1 0.30 (0.38 1 0.00 10,00 10.00
Reach 4( 1 I 1 1 1 1 1 1 1 1 I I
I! 11 l l l l l l l l l
Segment 3 1 1.601 0.001 0,900 1 5.31 1 0.51 1 0.50 1 2,13 1 2.00( 0,38 1 0.30 1 0,38 1 0.00 10.00 ( 0.00
Reach 5( 1 I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 1 0.10( 0.001 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 10.00 1 0.00 1 0.00
Reach 6( 1 I 1 1 1 I 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 1 5.001 0,001 0.900 15.49 1 0.51 1 0.50 1 2.13 I 2.001 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00
Reach t l 1 I 1 1 1 I I 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 1 8.901 0.001 0,900 1 5,60 1 0.51 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 8( 1 I 1 1 1 1 1 1 1 1 I I
I I I I I I I I I I I I I I
Segment 3 1 2.301 0.001 0.900 1 5.91 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 9( 1 I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 4 1 0.801 0.001 0.900 1 6.01 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 1( 1 I 1 1 1 1 1 1 1 1 1 I

Flow 1 CBOD 1 NBOD 1 D.Q. I
cfs 1 mg/1 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste ( 3.875 1 45.000 1 90.000 ( 0.000
Headwaters1157.000 1 2.000 1 1.000 1 7.720
Tributary 1 0.000 2.000 1 1.000 1 7.720
* Runoff 1 0.000 1 2.000 1 1.000 1 7.720
Segment 1 Reach 2
Waste i 42.625 1 80.000 1 9.000 4.000
Tributary 1 0.000 1 2.000 1 1.000 f 7.720
* Runoff 1 1.360 1 2.000 1 1.00Q 1 7.720
Segment 2 Reach 1
Waste 1 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) 0.000
Tributary 1 0.000
* Runoff 1 2.600
Segment 3 Reach 2
Waste 1 0.000
Tributary 1 3.000
* Runoff 1 2.600
0.000
2.000
2.000
2.000
0.000
2.000
2.000
Segment 3 Reach 3
Waste 1 0.000 0.000
Tributary 1 0.080 1 2.000
* Runoff 1 2.600 I 2.000
Segment 3 Reach 4
Waste 1 0.000
Tributary 1 34.000
* Runoff 1 1.000
Segment 3 Reach 5
Waste 1 0.000
Tributary 1 50.500
* Runoff 1 3.000
0.000
2.000
2.000
0.000
4.000
2.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
5.000
7.720
7.720
7.720
0.000
7.720
7.720
7.720
0.000
7.720
7.720
0.000 1 0.000
1.000 1 7.720
1.000 1 7.720
0.000 1 0.000
1.000 1 7.720
1.000 1 7.720
0.000
1.000
1.000
0.000
5.000
7.720
Segment 3 Reach 6
Waste 1 6.200 1112.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.720
* Runoff 1 3.000 1 2.000 1 1.000 1 7.720
Segment 3 Reach 7
Waste 1 0.000 1 0.000 1 0.000 1 0.000

it iuAJLIry I 4.iUU I L.000 I 1.000 1 7.720
* Runoff I 1.900 I 2.000 I 1.000 1 7.720
Segment 3 Reach 8
Waste 1 0.000
Tributary I 0.000
* Runoff 1 2.600
Segment 3 Reach 9
Waste I 0.000
Tributary j 33.200
* Runoff 1 2.600
Segment 4 Reach 1
Waste 1 0.000
Headwaters( 0.000
Tributary 1 11.800
* Runoff I 2.600
0.000
2.000
2.000
0.000
5.300
2.000
0.000
2.000
2.000
2.000
* Runoff flow is in cf s/mi 1 e
0.000
1.000
1.000
0.000
2.000
1.000
0.000
1.000
1.000
1.000
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
7.720

SUMMER
MODEL RESULTS
Discharger : ECLSTA
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is 5.51 mg/1.
The End CBOD is 8.66 mg/1.
The End NBOD is 1.44 mg/1.
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
Segment 3
Reach 1
DO Min
(mg/1) Milepoint Reach #
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
5.10 4.45 2
45.00 90.00 0.00 2.50000 0
178.00 0.00 5.00 13.00000
5.84 0.00 1
41.70 0.00 0.00 3.00000
5.09 6.20 1
0.00 0.00 0.00 0.00000
O!)I 4Q,.

*** MODEL SUMMARY DATA ***
Discharger : ECUSTA Subbasin . 040301
Receiving Stream : FRENCH BROAD RIVER Stream Class: C
Summer 7Q10 : 154.0 Winter 7Q10 : 189.0
Design Temperature: 23.0
ILENGTH1 SLOPE' VELOCITY 1 DEPTH' Kd I Kd 1 Ka 1 Ka I KN 1 KN 1 KNR 1 KNR 1 SOD 1 SOD
mile 1 ft/mil fps 1 ft 'design' @20° 'design l @20° 'design' @20° 'design' @20° 'design l @20°
I I I I I I I I I I I I I I
Segment 1 1 0.051 5.001 0.900 1 3.42 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 1 1 1 1 1 1 1 1 1 I
I I I
Segment 1 1 4.401 5.001 0.900 13.66 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 1 I 1 1 1 1 1 1 1 1 1 I
I I I l l l l l l 1 l l l l
Segment 2 1 8.501 40.001 0.881 1 1.52 1 0.58 1 0.50 133.10 1 31.011 0.63 1 0.50 1 0,63 1 0.00 1 0,00 1 0.00
Reach 1 1 1 I 1 1 1 1 1 1 1 1 1 1
I I I 1 l l l l l l l l l l
Segment 3 1 14.001 5.001 0.900 1 4,19 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 1 1 1 I 1 1 1 1 1 1 1 1 1 I
1 Flow I CBOD 1 NBOD 1 D.O. 1
I cfs I mg/1 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste 1 3.875 1 45.000 190.000 1 0.000
Headwatersl154.000 1 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 20.150 1178.000
Tributary 1 0.000 1 2.000
* Runoff 1 1.360 1 2.000
Segment 2 Reach 1
Waste 1 4.650 1 41.700
Headwaters) 14.400 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) 0.000
Tributary 1 0.000
* Runoff 1 1.500
0.000
2.000
2.000
2.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
5.000
7.720
7.720
0.000
7.720
7.720
7.720
0.000
7.720
7.720
7.720
* Runoff flow is in cfs/mile

SUMMER
I Seg # I Reach #
' 1 1
1 1
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
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 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 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
Seg Mi I D.O. I CBOD I NBOD I Flow I
0.00 7.53 3.06 3.18 157.88
0.05 7.53 3.05 3.18 157.94
0.05 7.24 22.84 2.82 178.09
0.25 7.09 22.63 2.80 178.37
0.45 6.95 22.43 2.79 178.64
0.65 6.81 22.22 2.77 178.91
0.85 6.68 22.02 2.75 179.18
1.05 6.55 21.82 2.73 179.45
1.25 6.43 21.62 2.72 179.72
1.45 6.32 21.42 2.70 180.00
1.65 6.21 21.23 2.69 180.27
1.85 6.10 21.03 2.67 180.54
2.05 6.00 20.84 2.65 180.81
2.25 5.90 20.65 2.64 181.08
2.45 5.81 20.46 2.62 181.36
2.65 5.72 20.28 2.61 181.63
2.85 5.64 20.09 2.59 181.90
3.05 5.56 19.91 2.57 182.17
3.25 5.48 19.73 2.56 182.44
3.45 5.41 19.55 2.54 182.72
3.65 5.34 19.37 2.53 182.99
3.85 5.28 19.20 2.51 183.26
4.05 5.22 19.02 2.50 183.53
4.25 5.16 18.85 2.48 183.80
4.45 5.10 18.68 2.47 184.08
0.00 5.84 11.69 0.76 19.05
0.10 6.38 11.51 0.76 19.32
0.20 6.80 11.33 0.76 19.59
0.30 7.13 11.16 0.76 19.86
0.40 7.39 10.99 0.76 20.13
0.50 7.60 10.83 0.76 20.40
0.60 7.76 10.67 0.76 20.67
0.70 7.89 10.52 0.76 20.94
0.80 7.99 10.37 0.76 21.21
0.90 8.07 10.22 0.76 21.48
1.00 8.13 10.08 0.75 21.75
1.10 8.18 9.94 0.75 22.02
1.20 8.22 9.80 0.75 22.29
1.30 8.25 9.67 0.75 22.56
1.40 8.28 9.54 0.75 22.83
1.50 8.30 9.42 0.75 23.10
1.60 8.31 9.29 0.75 23.37
1.70 8.33 9.17 0.75 23.64
1.80 8.34 9.06 0.75 23.91
1.90 8.35 8.94 0.75 24.18
2.00 8.35 8.83 0.75 24.45
2.10 8.36 8.72 0.75 24.72
2.20 8.37 8.61 0.75 24.99
2.30 8.37 8.51 0.75 25.26
2.40 8.38 8.41 0.75 25.53
2.50 8.38 8.30 0.75 25.80
2.60 8.38 8.21 0.75 26.07
2.70 8.39 8.11 0.75 26.34
2.80 8.39 8.02 0.75 26.61
2.90 8.39 7.92 0.74 26.88
3.00 8.39 7.83 0.74 27.15
3.10 8.40 7.74 0.74 27.42
3.20 8.40 7.66 0.74 27.69
3.30 8.40 7.57 0.74 27.96
3.40 8.40 7.49 0.74 28.23
3.50 8.40 7.41 0.74 28.50

2 1 3.60 8.41 7.33 0.74 28.77
1 1 3.70 8.41 7.25 0.74 29.04
2 1 3.80 8.41 7.17 0.74 29.31
2 1 3.90 8.41 7.10 0.74 29.58
2 1 4.00 8.41 7.02 0.74 29.85
2 1 4.10 8.41 6.95 0.74 30.12
2 1 4.20 8.42 6.88 0.73 30.39
2 1 4.30 8.42 6.81 0.73 30.66
2 1 4.40 8.42 6.74 0.73 30.93
2 1 4.50 8.42 6.67 0.73 31.20
2 1 4.60 8.42 6.60 0.73 31.47
2 1 4.70 8.42 6.54 0.73 31.74
2 1 4.80 8.42 6.47 0.73 32.01
2 1 4.90 8.43 6.41 0.73 32.28
2 1 5.00 8.43 6.35 0.73 32.55
2 1 5.10 8.43 6.29 0.73 32.82
2 1 5.20 8.43 6.23 0.73 33.09
2 1 5.30 8.43 6.17 0.72 33.36
2 1 5.40 8.43 6.11 0.72 33.63
2 1 5.50 8.43 6.05 0.72 33.90
2 1 5.60 8.43 6.00 0.72 34.17
2 1 5.70 8.44 5.94 0.72 34.44
2 1 5.80 8.44 5.89 0.72 34.71
2 1 5.90 8.44 5.83 0.72 34.98
2 1 6.00 8.44 5.78 0.72 35.25
2 1 6.10 8.44 5.73 0.72 35.52
2 1 6.20 8.44 5.68 0.72 35.79
2 1 6.30 8.44 5.63 0.71 36.06
2 1 6.40 8.44 5.58 0.71 36.33
2 1 6.50 8.44 5.53 0.71 36.60
2 1 6.60 8.45 5.48 0.71 36.87
2 1 6.70 8.45 5.43 0.71 37.14
2 1 6.80 8.45 5.39 0.71 37.41
2 1 6.90 8.45 5.34 0.71 37.68
2 1 7.00 8.45 5.30 0.71 37.95
2 1 7.10 8.45 5.25 0.71 38.22
2 1 7.20 8.45 5.21 0.71 38.49
2 1 7.30 8.45 5.17 0.70 38.76
2 1 7.40 8.45 5.12 0.70 39.03
2 1 7.50 8.45 5.08 0.70 39.30
2 1 7.60 8.46 5.04 0.70 39.57
2 1 7.70 8.46 5.00 0.70 39.84
2 1 7.80 8.46 4.96 0.70 40.11
2 1 7.90 8.46 4.92 0.70 40.38
2 1 8.00 8.46 4.88 0.70 40.65
2 1 8.10 8.46 4.84 0.70 40.92
2 1 8.20 8.46 4.80 0.70 41.19
2 1 8.30 8.46 4.77 0.69 41.46
2 1 8.40 8.46 4.73 0.69 41.73
2 1 8.50 8.46 4.69 0.69 42.00
3 1 0.00 5.73 16.08 2.14 226.08
3 1 0.20 5.68 15.94 2.13 226.38
3 1 0.40 5.63 15.79 2.11 226.68
3 1 0.60 5.59 15.65 2.10 226.98
3 1 0.80 5.55 15.51 2.09 227.28
3 1 1.00 5.51 15.38 2.08 227.58
3 1 1.20 5.47 15.24 2.06 227.88
3 1 1.40 5.43 15.10 2.05 228.18
3 1 1.60 5.40 14.97 2.04 228.48
3 1 1.80 5.37 14.84 2.03 228.78
3 1 2.00 5.34 14.70 2.02 229.08
3 1 2.20 5.31 14.57 2.01 229.38
3 1 2.40 5.29 14.44 1.99 229.68
3 1 2.60 5.27 14.32 1.98 229.98
3 1 2.80 5.24 14.19 1.97 230.28
3 1 3.00 5.22 14.06 1.96 230.58

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 3.20 5.21
1 3.40 5.19
1 3.60 5.17
1 3.80 5.16
1 4.00 5.15
1 4.20 5.14
1 4.40 5.13
1 4.60 5.12
1 4.80 5.11
1 5.00 5.10
1 5.20 5.10
1 5.40 5.10
1 5.60 5.09
1 5.80 5.09
1 6.00 5.09
1 6.20 5.09
1 6.40 5.09
1 6.60 5.09
1 6.80 5.09
1 7.00 5.10
1 7.20 5.10
1 7.40 5.11
1 7.60 5.11
1 7.80 5.12
1 8.00 5.12
1 8.20 5.13
1 8.40 5.14
1 8.60 5.15
1 8.80 5.16
1 9.00 5.17
1 9.20 5.18
1 9.40 5.19
1 9.60 5.20
1 9.80 5.21
1 10.00 5.22
1 10.20 5.23
1 10.40 5.24
1 10.60 5.26
1 10.80 5.27
1 11.00 5.28
1 11.20 5.30
1 11.40 5.31
1 11.60 5.33
1 11.80 5.34
1 12.00 5.36
1 12.20 5.37
1 12.40 5.39
1 12.60 5.40
1 12.80 5.42
1 13.00 5.43
1 13.20 5.45
1 13.40 5.47
1 13.60 5.48
1 13.80 5.50
1 14.00 5.51
Reach # I Seg Mi I D•O.
13.94
13.82
13.69
13.57
13.45
13.33
13.21
13.10
12.98
12.87
12.75
12.64
12.53
12.42
12.31
12.20
12.09
11.99
11.88
11.78
11.67
11.57
11.47
11.37
11.27
11.17
11.07
10.97
10.88
10.78
10.69
10.59
10.50
10.41
10.32
10.23
10.14
10.05
9.96
9.87
9.79
9.70
9.62
9.53
9.45
9.37
9.28
9.20
9.12
9.04
8.97
8.89
8.81
8.73
8.66
CBOD
1.95 230.88
1.94 231.18
1.93 231.48
1.91 231.78
1.90 232.08
1.89 232.38
1.88 232.68
1.87 232.98
1.86 233.28
1.85 233.58
1.84 233.88
1.83 234.18
1.82 234.48
1.81 234.78
1.80 235.08
1.79 235.38
1.78 235.68
1.77 235.98
1.76 236.28
1.75 236.58
1.74 236.88
1.73 237.18
1.72 237.48
1.71 237.78
1.70 238.08
1.69 238.38
1.68 238.68
1.67 238.98
1.66 239.28
1.65 239.58
1.64 239.88
1.63 240.18
1.62 240.48
1.61 240.78
1.61 241.08
1.60 241.38
1.59 241.68
1.58 241.98
1.57 242.28
1.56 242.58
1.55 242.88
1.54 243.18
1.54 243.48
1.53 243.78
1.52 244.08
1.51 244.38
1.50 244.68
1.49 244.98
1.49 245.28
1.48 245.58
1.47 245.88
1.46 246.18
1.45 246.48
1.44 246.78
1.44 247.08
NBOD I Flow I

WINTER
Discharger
Receiving Stream
MODEL RESULTS
: ECUSTA
: FRENCH BROAD RIVER
The End D.O. is 6.66 mg/1.
The End CBOD is 18.04 mg/1.
The End NBOD is 1.72 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 6.95 4.45 2
Reach 1
Reach 2
Segment 2 8.01 0.00 1
Reach 1
Segment 3 6.56 9.80 1
Reach 1
45.00
355.80
41.70
90.00
0.00
0.00
0.00 0.00
0.00
5.00
2.50000
13.00000
• 0.00 3.00000
0.00 0.00000

*** MODEL. SUMMARY DATA ***
Discharger : ECUSTA Subbasin : 040301
Receiving Stream : FRENCH BROAD RIVER Stream Class: C
Summer 7Q10 : 154.0 Winter 7Q10 : 189.0
Design Temperature: 12.0
'LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd I Kd I Ka I Ka I KM I KN I KNR 1 KNR 1 S00 1 S00
l mile 1 ft/mil fps 1 ft Idesignl @20° 'design) @20° Idesignl @20° Idesignl @20° 'design) @20°
I I I I I I I I I I I 1 l l
Segment 1 1 0.051 5.001 0.900 1 3.18 1 0.35 1 0.50 1 1.68 1 2.001 0.16 1 0.30 1 0.16 1 0.30 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
I I I l l l l l l l l l l l
Segment 1 1 4.401 5.001 0.900 1 4.00 1 0.35 1 0.50 1 1.68 1 2.001 0.16 1 0.30 1 0.16 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 I I
Segment 2 1 8.501 40.001 1.041 1 1.56 10.38 1 0,55 130.18 1 36.631 0.21 1 0.50 1 0,21 10.00 10.00 10.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1
I I I I I I I I I I I I I
Segment 3 1 14.001 5.001 0.900 1 4.55 1 0.35 1 0.50 11.68 1 2.001 0.16 1 0.30 1 0.16 1 0.30 1 0.00 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 I
Flow 1 CBOD 1 NBOD 1 D.Q. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 3.875 1 45.000 1 90.000 1 0.000
Headwaters 189.000 1 2.000 1 1.000 1 9.700
Tributary 1 0.000 1 2.000 1 1.000 1 9.700
* Runoff 1 1.360 1 2.000 1 1.000 1 9.700
Segment 1 Reach 2
Waste 1 20.150 1355.800
Tributary 1 0.000 1 2.000
* Runoff 1 1.360 1 2.000
Segment 2 Reach 1
Waste 1 4.650 1 41.700
Headwaters 22.000 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) 0.000
Tributary 1 0.000
* Runoff 1 1.500
0.000
2.000
2.000
2.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
5.000
9.700
9.700
0.000
9.700
9.700
9.700
0.000
9.700
9.700
9.700
* Runoff flow is in cfs/mile

WINTER
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
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
2
2
2
2
2
2
2
2
Reach # I Seg Mi I D.O. I CBOD I NBOD
1 0.00 9.51 2.86 2.79
1 0.05 9.51 2.86 2.79
2 0.05 9.08 36.23 2.52
2 0.25 8.95 36.02 2.51
2 0.45 8.82 35.81 2.51
2 0.65 8.69 35.60 2.50
2 0.85 8.57 35.39 2.49
2 1.05 8.45 35.18 2.49
2 1.25 8.34 34.97 2.48
2 1.45 8.23 34.77 2.47
2 1.65 8.12 34.56 2.46
2 1.85 8.02 34.36 2.46
2 2.05 7.92 34.16 2.45
2 2.25 7.82 33.96 2.44
2 2.45 7.73 33.76 2.43
2 2.65 7.64 33.56 2.43
2 2.85 7.55 33.36 2.42
2 3.05 7.46 33.17 2.41
2 3.25 7.38 32.97 2.41
2 3.45 7.30 32.78 2.40
2 3.65 7.23 32.59 2.39
2 3.85 7.16 32.40 2.39
2 4.05 7.08 32.21 2.38
2 4.25 7.02 32.02 2.37
2 4.45 6.95 31.83 2.36
1 0.00 8.01 8.93 0.83
1 0.10 8.46 8.84 0.83
1 0.20 8.84 8.75 0.83
1 0.30 9.15 8.66 0.83
1 0.40 9.40 8.58 0.83
1 0.50 9.61 8.50 0.83
1 0.60 9.79 8.42 0.83
1 0.70 9.93 8.34 0.83
1 0.80 10.05 8.26 0.83
1 0.90 10.15 8.18 0.83
1 1.00 10.24 8.11 0.83
1 1.10 10.30 8.03 0.83
1 1.20 10.36 7.96 0.83
1 1.30 10.41 7.89 0.83
1 1.40 10.45 7.82 0.83
1 1.50 10.48 7.75 0.83
1 1.60 10.51 7.69 0.83
1 1.70 10.53 7.62 0.83
1 1.80 10.55 7.55 0.83
1 1.90 10.56 7.49 0.83
1 2.00 10.58 7.43 0.83
1 2.10 10.59 7.37 0.83
1 2.20 10.60 7.31 0.83
1 2.30 10.61 7.25 0.83
1 2.40 10.61 7.19 0.83
1 2.50 10.62 7.13 0.83
1 2.60 10.62 7.07 0.83
1 2.70 10.63 7.02 0.83
1 2.80 10.63 6.96 0.83
1 2.90 10.63 6.91 0.83
1 3.00 10.64 6.85 0.83
1 3.10 10.64 6.80 0.83
1 3.20 10.64 6.75 0.83
1 3.30 10.64 6.70 0.83
1 3.40 10.65 6.65 0.83
1 3.50 10.65 6.60 0.83
Flow I
192.88
192.94
213.09
213.37
213.64
213.91
214.18.
214.45
214.72
215.00
215.27
215.54
215.81
216.08
216.36
216.63
216.90
217.17
217.44
217.72
217.99
218.26
218.53
218.80
219.08
26.65
26.92
27.19
27.46
27.73
28.00
28.27
28.54
28.81
29.08
29.35
29.62
29.89
30.16
30.43
30.70
30.97
31.24
31.51
31.78
32.05
32.32
32.59
32.86
33.13
33.40
33.67
33.94
34.21
34.48
34.75
35.02
35.29
35.56
35.83
36.10

2 1 3.60 10.65 6.55 0.83 36.37
2 1 3.70 10.65 6.50 0.83 36.64
2 1 3.80 10.65 6.45 0.83 36.91
1 3.90 10.65 6.41 0.83 37.18
1 4.00 10.65 6.36 0.83 37.45
2 1 4.10 10.65 6.32 0.83 37.72
2 1 4.20 10.66 6.27 0.83 37.99
2 1 4.30 10.66 6.23 0.83 38.26
2 1 4.40 10.66 6.18 0.83 38.53
2 1 4.50 10.66 6.14 0.83 38.80
2 1 4.60 10.66 6.10 0.83 39.07
2 1 4.70 10.66 6.06 0.83 39.34
2 1 4.80 10.66 6.02 0.83 39.61
2 1 4.90 10.66 5.97 0.83 39.88
2 1 5.00 10.66 5.93 0.83 40.15
2 1 5.10 10.66 5.90 0.83 40.42
2 1 5.20 10.66 5.86 0.83 40.69
2 1 5.30 10.66 5.82 0.83 40.96
2 1 5.40 10.67 5.78 0.83 41.23
2 1 5.50 10.67 5.74 0.83 41.50
2 1 5.60 10.67 5.71 0.83 41.77
2 1 5.70 10.67 5.67 0.83 42.04
2 1 5.80 10.67 5.63 0.83 42.31
2 1 5.90 10.67 5.60 0.83 42.58
2 1 6.00 10.67 5.56 0.83 42.85
2 1 6.10 10.67 5.53 0.83 43.12
2 1 6.20 10.67 5.49 0.83 43.39
2 1 6.30 10.67 5.46 0.83 43.66
2 1 6.40 10.67 5.43 0.83 43.93
2 1 6.50 10.67 5.39 0.83 44.20
2 1 6.60 10.67 5.36 0.83 44.47
2 1 6.70 10.67 5.33 0.83 44.74
2 1 6.80 10.67 5.30 0.83 45.01
2 1 6.90 10.68 5.27 0.82 45.28
2 1 7.00 10.68 5.23 0.82 45.55
2 1 7.10 10.68 5.20 0.82 45.82
2 1 7.20 10.68 5.17 0.82 46.09
2 1 7.30 10.68 5.14 0.82 46.36
2 1 7.40 10.68 5.11 0.82 46.63
2 1 7.50 10.68 5.08 0.82 46.90
2 1 7.60 10.68 5.06 0.82 47.17
2 1 7.70 10.68 5.03 0.82 47.44
2 1 7.80 10.68 5.00 0.82 47.71
2 1 7.90 10.68 4.97 0.82 47.98
2 1 8.00 10.68 4.94 0.82 48.25
2 1 8.10 10.68 4.92 0.82 48.52
2 1 8.20 10.68 4.89 0.82 48.79
2 1 8.30 10.68 4.86 0.82 49.06
2 1 8.40 10.68 4.83 0.82 49.33
2 1 8.50 10.68 4.81 0.82 49.60
3 1 0.00 7.64 26.84 2.08 268.68
3 1 0.20 7.58 26.69 2.07 268.98
3 1 0.40 7.53 26.54 2.07 269.28
3 1 0.60 7.48 26.39 2.06 269.58
3 1 0.80 7.43 26.24 2.06 269.88
3 1 1.00 7.38 26.09 2.05 270.18
3 1 1.20 7.34 25.94 2.04 270.48
3 1 1.40 7.29 25.79 2.04 270.78
3 1 1.60 7.25 25.64 2.03 271.08
3 1 1.80 7.21 25.49 2.03 271.38
3 1 2.00 7.17 25.35 2.02 271.68
3 1 2.20 7.13 25.20 2.02 271.98
3 1 2.40 7.09 25.06 2.01 272.28
3 1 2.60 7.06 24.92 2.01 272.58
3 1 2.80 7.03 24.78 2.00 272.88
3 1 3.00 7.00 24.64 1.99 273.18

3 1 3.2U 6.97
3 1 3.40 6.94
3 1 3.60 6.91
.31 3.80 6.88
3 1 4.00 6.86
3 1 4.20 6.83
3 1 4.40 6.81
3 1 4.60 6.79
3 1 4.80 6.77
3 1 5.00 6.75
3 1 5.20 6.73
3 1 5.40 6.72
3 1 5.60 6.70
3 1 5.80 6.69
3 1 6.00 6.67
3 1 6.20 6.66
3 1 6.40 6.65
3 1 6.60 6.63
3 1 6.80 6.62
3 1 7.00 6.61
3 1 7.20 6.61
3 1 7.40 6.60
3 1 7.60 6.59
3 1 7.80 6.58
3 1 8.00 6.58
3 1 8.20 6.57
3 1 8.40 6.57
3 1 8.60 6.57
3 1 8.80 6.56
3 1 9.00 6.56
3 1 9.20 6.56
3 1 9.40 6.56
3 1 9.60 6.56
3 1 9.80 6.56
3 1 10.00 6.56
3 1 10.20 6.56
3 1 10.40 6.56
3 1 10.60 6.56
3 1 10.80 6.56
3 1 11.00 6.57
3 1 11.20 6.57
3 1 11.40 6.57
3 1 11.60 6.58
3 1 11.80 6.58
3 1 12.00 6.59
3 1 12.20 6.59
3 1 12.40 6.60
3 1 12.60 6.61
3 1 12.80 6.61
3 1 13.00 6.62
3 1 13.20 6.63
3 1 13.40 6.63
3 1 13.60 6.64
3 1 13.80 6.65
3 1 14.00 6.66
Seg # 1 Reach # 1 Seg Mi 1 D.O.
24.49 1.99 273.48
24.36 1.98 273.78
24.22 1.98 274.08
24.08 1.97 274.38
23.94 1.97 274.68
23.81 1.96 274.98
23.67 1.96 275.28
23.54 1.95 275.58
23.40 1.95 275.88
23.27 1.94 276.18
23.14 1.94 276.48
23.01 1.93 276.78
22.88 1.93 277.08
22.75 1.92 277.38
22.62 1.91 277.68
22.49 1.91 277.98
22.36 1.90 278.28
22.23 1.90 278.58
22.11 1.89 278.88
21.98 1.89 279.18
21.86 1.88 279.48
21.73 1.88 279.78
21.61 1.87 280.08
21.49 1.87 280.38
21.37 1.86 280.68
21.25 1.86 280.98
21.13 1.85 281.28
21.01 1.85 281.58
20.89 1.84 281.88
20.77 1.84 282.18
20.65 1.83 282.48
20.54 1.83 282.78
20.42 1.82 283.08
20.31 1.82 283.38
20.19 1.81 283.68
20.08 1.81 283.98
19.96 1.80 284.28
19.85 1.80 284.58
19.74 1.79 284.88
19.63 1.79 285.18
19.52 1.79 285.48
19.41 1.78 285.78
19.30 1.78 286.08
19.19 1.77 286.38
19.08 1.77 286.68
18.98 1.76 286.98
18.87 1.76 287.28
18.76 1.75 287.58
18.66 1.75 287.88
18.55 1.74 288.18
18.45 1.74 288.48
18.34 1.73 288.78
18.24 1.73 289.08
18.14 1.72 289.38
18.04 1.72 289.68
CBOD 1 NBOD 1 Flow 1

SUMMER
MODEL RESULTS
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
The End D .O. is 5.54 mg/1.
The End CBOD is 8.58 mg/1.
The End NBOD is 1.42 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)
5.12 4.45 2
5.84 0.00 1
5.11 6.00 1
45.00 90.00 0.00 2.50000
155.00 0.00 5.00 15.00000
41.70 0.00 0.00 3.00000
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 : 154.0 Winter 7Q10 : 189.0
Design Temperature: 23.0
ILENGTHI SIOPEI VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR I KNR 1 S00 1 S00
1 mile 1 fthi) fps 1 ft 'design' @20° 'design@20° 'design' @20° 'design l @20° 'design) @20°
I I 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.051 5.001 0.900 1 3.42 1 0,51 1 0.50 1 2.13 1 2.001 0,38 10.30 ( 0.38 1 0.30 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
I I
Segment 1 1 4.401 5.001 0.900 1 3,69 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 I I I I I I I I I I I I I
Segment 2 1 8.501 40.001 0.881 1 1.52 1 0.58 1 0.50 133,10 1 31.011 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 I
I I I I I I I 1 l l l l I
Segment 3 1 14.001 5.001 0.900 1 4.21 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 I I 1 1 1 1 1 1 1 1 1 I
1 Flow 1 CBOD 1 NBOD 1 D.O. 1
' cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 3.875 ( 45.000 1 90.000 1 0.000
Headwatersl154.000 1 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 23.250 1155.000 1 0.000 1 5.000
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 2 Reach 1
Waste 1 4.650 1 41.700
Headwaters) 14.400 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) 0.000
Tributary 1 0.000
* Runoff 1 1.500
0.000
2.000
2.000
2.000
0.000
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
* Runoff flow is in cfs/mile

SUMMER
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
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
2
2
2
2
2
2
2
2
I
Reach # I Sag Mi
1 0.00
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
1 2.80
1 2.90
1 3.00
1 3.10
1 3.20
1 3.30
1 3.40
1 3.50
I
D.O. I CBOD I NBOD I Flow I
7.53 3.06 3.18 157.88
7.53 3.05 3.18 157.94
7.20 22.55 2.77 181.19
7.06 22.34 2.75 181.47
6.92 22.14 2.74 181.74
6.78 21.94 2.72 182.01
6.65 21.74 2.70 182.28
6.53 21.54 2.69 182.55
6.41 21.34 2.67 182.82
6.30 21.15 2.66 183.10
6.19 20.96 2.64 183.37
6.09 20.77 2.62 183.64
5.99 20.58 2.61 183.91
5.90 20.39 2.59 184.18
5.81 20.20 2.58 184.46
5.72 20.02 2.56 184.73
5.64 19.84 2.55 185.00
5.56 19.66 2.53 185.27
5.49 19.48 2.52 185.54
5.42 19.30 2.50 185.82
5.35 19.13 2.49 186.09
5.29 18.96 2.47 186.36
5.23 18.78 2.46 186.63
5.17 18.61 2.44 186.90
5.12 18.45 2.43 187.18
5.84 11.69 0.76 19.05
6.38 11.51 0.76 19.32
6.80 11.33 0.76 19.59
7.13 11.16 0.76 19.86
7.39 10.99 0.76 20.13
7.60 10.83 0.76 20.40
7.76 10.67 0.76 20.67
7.89 10.52 0.76 20.94
7.99 10.37 0.76 21.21
8.07 10.22 0.76 21.48
8.13 10.08 0.75 21.75
8.18 9.94 0.75 22.02
8.22 9.80 0.75 22.29
8.25 9.67 0.75 22.56
8.28 9.54 0.75 22.83
8.30 9.42 0.75 23.10
8.31 9.29 0.75 23.37
8.33 9.17 0.75 23.64
8.34 9.06 0.75 23.91
8.35 8.94 0.75 24.18
8.35 8.83 0.75 24.45
8.36 8.72 0.75 24.72
8.37 8.61 0.75 24.99
8.37 8.51 0.75 25.26
8.38 8.41 0.75 25.53
8.38 8.30 0.75 25.80
8.38 8.21 0.75 26.07
8.39 8.11 0.75 26.34
8.39 8.02 0.75 26.61
8.39 7.92 0.74 26.88
8.39 7.83 0.74 27.15
8.40 7.74 0.74 27.42
8.40 7.66 0.74 27.69
8.40 7.57 0.74 27.96
8.40 7.49 0.74 28.23
8.40 7.41 0.74 28.50

2 1 3.60 8.41 7.33 0.74 28.77
2, 1 3.70 8.41 7.25 0.74 29.04
2 1 3.80 8.41 7.17 0.74 29.31
2' 1 3.90 8.41 7.10 0.74 29.58
'2 1 4.00 8.41 7.02 0.74 29.85
2 1 4.10 8.41 6.95 0.74 30.12
2 1 4.20 8.42 6.88 0.73 30.39
2 1 4.30 8.42 6.81 0.73 30.66
2 1 4.40 8.42 6.74 0.73 30.93
2 1 4.50 8.42 6.67 0.73 31.20
2 1 4.60 8.42 6.60 0.73 31.47
2 1 4.70 8.42 6.54 0.73 31.74
2 1 4.80 8.42 6.47 0.73 32.01
2 1 4.90 8.43 6.41 0.73 32.28
2 1 5.00 8.43 6.35 0.73 32.55
2 1 5.10 8.43 6.29 0.73 32.82
2 1 5.20 8.43 6.23 0.73 33.09
2 1 5.30 8.43 6.17 0.72 33.36
2 1 5.40 8.43 6.11 0.72 33.63
2 1 5.50 8.43 6.05 0.72 33.90
2 1 5.60 8.43 6.00 0.72 34.17
2 1 5.70 8.44 5.94 0.72 34.44
2 1 5.80 8.44 5.89 0.72 34.71
2 1 5.90 8.44 5.83 0.72 34.98
2 1 6.00 8.44 5.78 0.72 35.25
2 1 6.10 8.44 5.73 0.72 35.52
2 1 6.20 8.44 5.68 0.72 35.79
2 1 6.30 8.44 5.63 0.71 36.06
2 1 6.40 8.44 5.58 0.71 36.33
2 1 6.50 8.44 5.53 0.71 36.60
2 1 6.60 8.45 5.48 0.71 36.87
2 1 6.70 8.45 5.43 0.71 37.14
2 1 6.80 8.45 5.39 0.71 37.41
2 1 6.90 8.45 5.34 0.71 37.68
2 1 7.00 8.45 5.30 0.71 37.95
2 1 7.10 8.45 5.25 0.71 38.22
2 1 7.20 8.45 5.21 0.71 38.49
2 1 7.30 8.45 5.17 0.70 38.76
2 1 7.40 8.45 5.12 0.70 39.03
2 1 7.50 8.45 5.08 0.70 39.30
2 1 7.60 8.46 5.04 0.70 39.57
2 1 7.70 8.46 5.00 0.70 39.84
2 1 7.80 8.46 4.96 0.70 40.11
2 1 7.90 8.46 4.92 0.70 40.38
2 1 8.00 8.46 4.88 0.70 40.65
2 1 8.10 8.46 4.84 0.70 40.92
2 1 8.20 8.46 4.80 0.70 41.19
2 1 8.30 8.46 4.77 0.69 41.46
2 1 8.40 8.46 4.73 0.69 41.73
2 1 8.50 8.46 4.69 0.69 42.00
3 1 0.00 5.73 15.93 2.11 229.18
3 1 0.20 5.68 15.78 2.10 229.48
3 1 0.40 5.64 15.64 2.08 229.78
3 1 0.60 5.60 15.50 2.07 230.08
3 1 0.80 5.55 15.37 2.06 230.38
3 1 1.00 5.52 15.23 2.05 230.68
3 1 1.20 5.48 15.09 2.04 230.98
3 1 1.40 5.44 14.96 2.02 231.28
3 1 1.60 5.41 14.83 2.01 231.58
3 1 1.80 5.38 14.70 2.00 231.88
3 1 2.00 5.35 14.57 1.99 232.18
3 1 2.20 5.33 14.44 1.98 232.48
3 1 2.40 5.30 14.31 1.97 232.78
3 1 2.60 5.28 14.18 1.96 233.08
3 1 2.80 5.26 14.06 1.94 233.38
3 1 3.00 5.24 13.93 1.93 233.68

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
1
1
1
1
1
1
1
1
1
1 3.20 5.22 13.81 1.92 233.98
1 3.40 5.21 13.69 1.91 234.28
1 3.60 5.19 13.57 1.90 234.58
1 3.80 5.18 13.45 1.89 234.88
1 4.00 5.17 13.33 1.88 235.18
1 4.20 5.16 13.21 1.87 235.48
1 4.40 5.15 13.09 1.86 235.78
1 4.60 5.14 12.98 1.85 236.08
1 4.80 5.13 12.86 1.84 236.38
1 5.00 5.13 12.75 1.83 236.68
1 5.20 5.12 12.64 1.82 236.98
1 5.40 5.12 12.52 1.80 237.28
1 5.60 5.12 12.41 1.79 237.58
1 5.80 5.11 12.30 1.78 237.88
1 6.00 5.11 12.20 1.77 238.18
1 6.20 5.11 12.09 1.76 238.48
1 6.40 5.11 11.98 1.75 238.78
1 6.60 5.12 11.88 1.74 239.08
1 6.80 5.12 11.77 1.73 239.38
1 7.00 5.12 11.67 1.72 239.68
1 7.20 5.13 11.57 1.72 239.98
1 7.40 5.13 11.46 1.71 240.28
1 7.60 5.14 11.36 1.70 240.58
1 7.80 5.14 11.26 1.69 240.88
1 8.00 5.15 11.17 1.68 241.18
1 8.20 5.16 11.07 1.67 241.48
1 8.40 5.16 10.97 1.66 241.78
1 8.60 5.17 10.87 1.65 242.08
1 8.80 5.18 10.78 1.64 242.38
1 9.00 5.19 10.68 1.63 242.68
1 9.20 5.20 10.59 1.62 242.98
1 9.40 5.21 10.50 1.61 243.28
1 9.60 5.22 10.41 1.60 243.58
1 9.80 5.23 10.32 1.59 243.88
1 10.00 5.25 10.22 1.59 244.18
1 10.20 5.26 10.14 1.58 244.48
1 10.40 5.27 10.05 1.57 244.78
1 10.60 5.28 9.96 1.56 245.08
1 10.80 5.30 9.87 1.55 245.38
1 11.00 5.31 9.79 1.54 245.68
1 11.20 5.32 9.70 1.53 245.98
1 11.40 5.34 9.62 1.52 246.28
1 11.60 5.35 9.53 1.52 246.58
1 11.80 5.37 9.45 1.51 246.88
1 12.00 5.38 9.37 1.50 247.18
1 12.20 5.40 9.29 1.49 247.48
1 12.40 5.41 9.20 1.48 247.78
1 12.60 5.43 9.12 1.47 248.08
1 12.80 5.44 9.04 1.47 248.38
1 13.00 5.46 8.97 1.46 248.68
1 13.20 5.47 8.89 1.45 248.98
1 13.40 5.49 8.81 1.44 249.28
1 13.60 5.51 8.73 1.43 249.58
1 13.80 5.52 8.66 1.43 249.88
1 14.00 5.54 8.58 1.42 250.18
Reach # ( Seg Mi I D.O. ( CBOD I NBOD I Flow I
1 0.00 7.53 3.06 3.18 157.88
1 0.05 7.53 3.05 3.18 157.94
2 0.05 7.20 22.55 2.77 181.19
2 0.25 7.06 22.34 2.75 181.47
2 0.45 6.92 22.14 2.74 181.74
2 0.65 6.78 21.94 2.72 182.01
2 0.85 6.65 21.74 2.70 182.28
2 1.05 6.53 21.54 2.69 182.55
2 1.25 6.41 21.34 2.67 182.82
2 1.45 6.30 21.15 2.66 183.10

The End D.O. is 6.63 mg/1.
-The End CBOD is 17 . 93 mg/1.
The End NBOD is 1 . 70 mg/1 .
LAk /•K / i1
•
DO Min
(mg/1) Milepoint Reach #
Segment 1 6.63 4.45 2
Reach 1
Reach 2
Segment 2 8.01 0.00 1
Reach 1
Segment 3 6.49 8.80 1
Reach 1
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (m9/1) (mgd)
45.00
310.00
41.70
90.00 0.00 2.50000°
0.00 0.00 15.00000°
0.00 0.00 3.0000002)
0.00 0.00 0.00 0.00000
ccA4s_b4
cAkiov
*** MODEL SUMMARY DATA ***
Discharger : ECUSTA
Receiving Stream : FRENCH BROAD RIVER
Summer 7Q10 : 154.0
Design Temperature: 12.0
Subbasin : 040301
Stream Class: C
Winter 7Q10 : 189.0

'LENGTH' STORE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN I KN 1 KNR 1 KNR 1 S00 1 S00
( mile 1 ft/mil fps I ft 'design) @20° 'design) @20° !design! @20° 'design@20° Idesignl @20°
s
I I 1 1 1 1 1 I 1 1 1 I I
Segment 1 1 0.051 5.001 0.900 1 3.18 1 0.35 1 0.50 1 1.68 1 2.001 0.16 10.30 1 0.16 0.30 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 I I 1 1 1
I I I 1 1 1 1 1 I 1 1 1 I I
Segment 1 1 4.401 5.001 0.900 14.03 1 0.35 1 0.50 1 1.68 1 2.001 0.16 1 0.30 1 0.16 1 0.30 10.00 1 0.00
Reach 2 1 I I 1 1 1 1 1 I 1 1 1 I
I I I 1 1 1 1 1 I 1 1 1 1 I
Segment 2 1 8.501 40.001 1.041 1 1.56 1 0.38 1 0.55 130,18 1 36.631 0.21 1 0.50 1 0.21 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 I I 1 1 1
I I I 1 1 1 1 1 I 1 1 1 I I
Segment 3 1 14.001 5.001 0.900 14.51 10.35 10.50 1 1.68 1 2.001 0.16 1 0.30 1 0.16 1 0.30 10.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 I 1 1 1 I
1 Flow 1 CBOD I NBOD 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 each 1
Waste 1 3.875 1 45.000 1 90.000 1 0.000
Headwatersl189.000 1 2.000 1 1.000 1 9.700
Tributary I 0.000 1 2.000 1 1.000 1 9.700
* Runoff 1 1.360 1 2.000 1 1.000 1 9.700
Segment 1 Reach 2
Waste 1 23.250 1310.000
Tributary 1 0.000 I 2.000
* Runoff 1 1.360 1 2.000
Segment 2 Reach 1
Waste 1 4.650 1 41.700
Headwaters' 22.000 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) 0.000
Tributary 1 0.000
* Runoff 1 1.500
0.000
2.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
9.700
9.700
0.000
9.700
9.700
9.700
0.000
9.700
9.700
9.700
WINTER
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow 1
1 1 0.00 9.51 2.86 2.79 192.88
1 1 0.05 9.51 2.86 2.79 192.94
1 2 0.05 8.49 35.89 2.49 216.19
4 h n nc 0 n/ nc co n L0 n1c i.1

1 2 0.45 8.25 35.47 2.47 216.74
1 2 0.65 8.14 35.26 2.46 217.01
1, 2 0.85 8.03 35.06 2.46 217.28
.1 2 1.05 7.93 34.85 2.45 217.55
1 2 1.25 7.83 34.65 2.44 217.82
1 2 1.45 7.73 34.44 2.44 218.10
1 2 1.65 7.64 34.24 2.43 218.37
1 2 1.85 7.55 34.04 2.42 218.64
1 2 2.05 7.46 33.84 2.41 218.91
1 2 2.25 7.38 33.64 2.41 219.18
1 2 2.45 7.30 33.45 2.40 219.46
1 2 2.65 7.22 33.25 2.39 219.73
1 2 2.85 7.14 33.06 2.39 220.00
1 2 3.05 7.07 32.86 2.38 220.27
1 2 3.25 7.00 32.67 2.37 220.54
1 2 3.45 6.93 32.48 2.37 220.82
1 2 3.65 6.86 32.29 2.36 221.09
1 2 3.85 6.80 32.10 2.35 221.36
1 2 4.05 6.74 31.91 2.34 221.63
1 2 4.25 6.68 31.73 2.34 221.90
1 2 4.45 6.63 31.54 2.33 222.18
2 1 0.00 8.01 8.93 0.83 26.65
2 1 0.10 8.46 8.84 0.83 26.92
2 1 0.20 8.84 8.75 0.83 27.19
2 1 0.30 9.15 8.66 0.83 27.46
2 1 0.40 9.40 8.58 0.83 27.73
2 1 0.50 9.61 8.50 0.83 28.00
2 1 0.60 9.79 8.42 0.83 28.27
2 1 0.70 9.93 8.34 0.83 28.54
2 1 0.80 10.05 8.26 0.83 28.81
2 1 0.90 10.15 8.18 0.83 29.08
2 1 1.00 10.24 8.11 0.83 29.35
2 1 1.10 10.30 8.03 0.83 29.62
2 1 1.20 10.36 7.96 0.83 29.89
2 1 1.30 10.41 7.89 0.83 30.16
2 1 1.40 10.45 7.82 0.83 30.43
2 1 1.50 10.48 7.75 0.83 30.70
2 1 1.60 10.51 7.69 0.83 30.97
2 1 1.70 10.53 7.62 0.83 31.24
2 1 1.80 10.55 7.55 0.83 31.51
2 1 1.90 10.56 7.49 0.83 31.78
2 1 2.00 10.58 7.43 0.83 32.05
2 1 2.10 10.59 7.37 0.83 32.32
2 1 2.20 10.60 7.31 0.83 32.59
2 1 2.30 10.61 7.25 0.83 32.86
2 1 2.40 10.61 7.19 0.83 33.13
2 1 2.50 10.62 7.13 0.83 33.40
2 1 2.60 10.62 7.07 0.83 33.67
2 1 2.70 10.63 7.02 0.83 33.94
2 1 2.80 10.63 6.96 0.83 34.21
2 1 2.90 10.63 6.91 0.83 34.48
2 1 3.00 10.64 6.85 0.83 34.75
2 1 3.10 10.64 6.80 0.83 35.02
2 1 3.20 10.64 6.75 0.83 35.29
2 1 3.30 10.64 6.70 0.83 35.56
2 1 3.40 10.65 6.65 0.83 35.83
2 1 3.50 10.65 6.60 0.83 36.10
2 1 3.60 10.65 6.55 0.83 36.37
2 1 3.70 10.65 6.50 0.83 36.64
2 1 3.80 10.65 6.45 0.83 36.91
2 1 3.90 10.65 6.41 0.83 37.18
2 1 4.00 10.65 6.36 0.83 37.45
2 1 4.10 10.65 6.32 0.83 37.72
2 1 4.20 10.66 6.27 0.83 37.99
2 1 4.30 10.66 6.23 0.83 38.26
ID 1 1. h n in RP R 10 n A11:2 Sl

2 1 4.50 10.66 6.14 0.83 38.80
2 1 4.60 10.66 6.10 0.83 39.07
2 1 4.70 10.66 6.06 0.83 39.34
,.!2 1 4.80 10.66 6.02 0.83 39.61
2 1 4.90 10.66 5.97 0.83 39.88
2 1 5.00 10.66 5.93 0.83 40.15
2 1 5.10 10.66 5.90 0.83 40.42
2 1 5.20 10.66 5.86 0.83 40.69
2 1 5.30 10.66 5.82 0.83 40.96
2 1 5.40 10.67 5.78 0.83 41.23
2 1 5.50 10.67 5.74 0.83 41.50
2 1 5.60 10.67 5.71 0.83 41.77
2 1 5.70 10.67 5.67 0.83 42.04
2 1 5.80 10.67 5.63 0.83 42.31
2 1 5.90 10.67 5.60 0.83 42.58
2 1 6.00 10.67 5.56 0.83 42.85
2 1 6.10 10.67 5.53 0.83 43.12
2 1 6.20 10.67 5.49 0.83 43.39
2 1 6.30 10.67 5.46 0.83 43.66
2 1 6.40 10.67 5.43 0.83 43.93
2 1 6.50 10.67 5.39 0.83 44.20
2 1 6.60 10.67 5.36 0.83 44.47
2 1 6.70 10.67 5.33 0.83 44.74
2 1 6.80 10.67 5.30 0.83 45.01
2 1 6.90 10.68 5.27 0.82 45.28
2 1 7.00 10.68 5.23 0.82 45.55
2 1 7.10 10.68 5.20 0.82 45.82
2 1 7.20 10.68 5.17 0.82 46.09
2 1 7.30 10.68 5.14 0.82 46.36
2 1 7.40 10.68 5.11 0.82 46.63
2 1 7.50 10.68 5.08 0.82 46.90
2 1 7.60 10.68 5.06 0.82 47.17
2 1 7.70 10.68 5.03 0.82 47.44
2 1 7.80 10.68 5.00 0.82 47.71
2 1 7.90 10.68 4.97 0.82 47.98
2 1 8.00 10.68 4.94 0.82 48.25
2 1 8.10 10.68 4.92 0.82 48.52
2 1 8.20 10.68 4.89 0.82 48.79
2 1 8.30 10.68 4.86 0.82 49.06
2 1 8.40 10.68 4.83 0.82 49.33
2 1 8.50 10.68 4.81 0.82 49.60
3 1 0.00 7.37 26.66 2.06 271.78
3 1 0.20 7.32 26.51 2.05 272.08
3 1 0.40 7.27 26.36 2.04 272.38
3 1 0.60 7.23 26.21 2.04 272.68
3 1 0.80 7.18 26.06 2.03 272.98
3 1 1.00 7.14 25.91 2.03 273.28
3 1 1.20 7.10 25.76 2.02 273.58
3 1 1.40 7.06 25.62 2.02 273.88
3 1 1.60 7.03 25.47 2.01 274.18
3 1 1.80 6.99 25.33 2.01 274.48
3 1 2.00 6.96 25.18 2.00 274.78
3 1 2.20 6.93 25.04 1.99 275.08
3 1 2.40 6.90 24.90 1.99 275.38
3 1 2.60 6.87 24.76 1.98 275.68
3 1 2.80 6.84 24.61 1.98 275.98
3 1 3.00 6.81 24.47 1.97 276.28
3 1 3.20 6.79 24.34 1.97 276.58
3 1 3.40 6.77 24.20 1.96 276.88
3 1 3.60 6.74 24.06 1.96 277.18
3 1 3.80 6.72 23.92 1.95 277.48
3 1 4.00 6.70 23.79 1.95 277.78
3 1 4.20 6.68 23.65 1.94 278.08
3 1 4.40 6.66 23.52 1.93 278.38
3 1 4.60 6.65 23.38 1.93 278.68
1 6 An A_Al 71_7c 1_A) 77R_AR

3
3
3,
'3
s 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
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Reach
#I
5.00 6.62 23.12 1.92
5.20 6.60 22.99 1.91
5.40 6.59 22.86 1.91
5.60 6.58 22.73 1.90
5.80 6.56 22.60 1.90
6.00 6.55 22.47 1.89
6.20 6.54 22.35 1.89
6.40 6.54 22.22 1.88
6.60 6.53 22.09 1.88
6.80 6.52 21.97 1.87
7.00 6.51 21.84 1.87
7.20 6.51 21.72 1.86
7.40 6.50 21.60 1.86
7.60 6.50 21.48 1.85
7.80 6.50 21.36 1.85
8.00 6.49 21.23 1.84
8.20 6.49 21.12 1.84
8.40 6.49 21.00 1.83
8.60 6.49 20.88 1.83
8.80 6.49 20.76 1.82
9.00 6.49 20.64 1.82
9.20 6.49 20.53 1.81
9.40 6.49 20.41 1.81
9.60 6.49 20.30 1.80
9.80 6.49 20.18 1.80
10.00 6.49 20.07 1.79
10.20 6.50 19.95 1.79
10.40 6.50 19.84 1.78
10.60 6.51 19.73 1.78
10.80 6.51 19.62 1.78
11.00 6.51 19.51 1.77
11.20 6.52 19.40 1.77
11.40 6.53 19.29 1.76
11.60 6.53 19.18 1.76
11.80 6.54 19.08 1.75
12.00 6.54 18.97 1.75
12.20 6.55 18.86 1.74
12.40 6.56 18.76 1.74
12.60 6.57 18.65 1.73
12.80 6.57 18.55 1.73
13.00 6.58 18.44 1.72
13.20 6.59 18.34 1.72
13.40 6.60 18.24 1.72
13.60 6.61 18.13 1.71
13.80 6.62 18.03 1.71
14.00 6.63 17.93 1.70
Seg Mi I D.O. j CBOD I NBOD
279.28
279.58
279.88
280.18
280.48
280.78
281.08
281.38
281.68
281.98
282.28
282.58
282.88
283.18
283.48
283.78
284.08
284.38
284.68
284.98
285.28
285.58
285.88
286.18
286.48
286.78
287.08
287.38
287.68
287.98
288.28
288.58
288.88
289.18
289.48
289.78
290.08
290.38
290.68
290.98
291.28
291.58
291.88
292.18
292.48
292.78
F 1ow

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Asheville Regional Office
MEMORANDUM
AVA
DEHNR
WATER QUALITY SECTION
September 12, 1996
TO: Jeff Myhra
THROUGH: Forrest West
FROM: Kerry Becker i3
SUBJECT:
Permit Modification to NC0000078
The regional staff concur with Ecusta's August 1, 1996 request to
delete settleable solids monitoring from their permit. Data
submitted show that the facility consistently achieves non -
detection for this parameter.
Interchange Building, 59 Woodfin Place
Asheville, North Carolina 28801
Voice 704-251-6208
CFAX 704-251-6452
An Equal Opportunity/Affirmative Action Employer
le 50% recycles/10% post -consumer paper
Reduce Reuse Recyc

Ecusta a division of P. H_ GLATFELTER CO.
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28768-0200
TELEPHONE [phone]
R. J. GUSSMAN
Director, Environmental Affairs
Tel. [phone]
Fax [phone]
August 1, 1996
L
Ms. Colleen Sullins
Division of Water Quality
North Carolina Department of Environment,
Health and Natural Resources
P.O. Box 29535
Raleigh, NC 27626-0535
RE: NPDES Permit Modification
Permit No. NC0000078
P.H. Glatfelter Company
Transylvania County
Dear Ms. Sullins:
Our current NPDES Permit became effective on October 1, 1995. In Section
A(1) and (2), monthly monitoring of settleable solids of the discharge from
our 001 outfall was required. In Section 4 of the cover letter dated August
30, 1995 to this permit, it was noted that "P. H. Glatfelter may apply for a
permit modification with respect to settleable solids at such time as 12
consecutive months of effluent data indicate no significant water quality
concern. A long-term average settleable solids volume of 5 ml/1 is
acceptable."
Settleable solids measurements of grab samples drawn from outfall 001have
been taken since July 26,1995. A copy of these measurements is attached.
They indicate that settleable solids in the effluent discharged to the French
Broad River were never above the method ND level of 0.5 mg/1. All testing

Ms. Colleen Sullins
Division of Water Quality
August 1, 1996
Page 2
was conducted using methods conforming to the current EMC regulations.
Because the settleable solids testing conducted at outfall 001 indicated that
the settleable solids in this discharge were significantly less than 5 ml/l, we
are requesting that continuing monitoring for this parameter be deleted from
our current permit. As you advised on July 22, enclosed is a check for One
Hundred Dollars since this request will be considered as a "minor
modification" of our current permit.
If you have any questions regarding this, please call me at 704/877-2347.
Thank you for your continuing help.
Sincerely,
a. ussman
RJG
jh
Attachments
cc: K. Becker, Asheville
S. Tedder, Raleigh
C. N. Carter
L. W. Nelson
4,,,,,,,

SETTLEABLE SOLIDS MEASUREMENTS
Time of Results from
Date of Start Final Outfall 001,
Tester Sample Time Reading m1/1
BMT 7/26/95 45 minutes 0.3
BMT 7/27/95 45 minutes ND*
BMT 7/28/95 45 minutes ND
WJA 8/2/95 11:30 12:15 ND
WJA 8/3/95 10:45 11:30 ND
WJA 8/4/95 10:30 11:45 ND
WJA 8/8/95 11:20 12:05 ND
WJA 8/9/95 11:25 12:10 ND
WJA 8/10/95 10:20 11:05 ND
WJA 8/11/95 11:10 11:55 ND
BMT 8/15/95 13:10 13:55 ND
BMT 8/16/95 11:27 12:12 ND
BMT 8/17/95 11:00 11:45 ND
BMT 8/18/95 9:45 12:30 ND
BMT 8/22/95 11:15 12:00 ND
BMT 8/23/95 11:10 11:55 ND
BMT 8/24/95 10:30 11:15 ND
BMT 8/25/95 11:00 11:45 ND
BMT 8/29/95 11:00 11:45 ND
BMT 8/30/95 10:35 11:20 ND
BMT 8/31/95 11:45 12:30 ND
BMT 9/1/95 11:00 11:45 ND
BMT 9/6/95 10:55 11:40 ND
BMT 9/7/95 11:10 11:55 ND
BMT 9/8/95 11:00 11:45 ND
BMT 9/12/95 11:00 11:45 ND
BMT 9/13/95 11:05 11:50 ND
BMT 9/14/95 11:25 12:10 ND
BMT 9/18/95 11:30 12:15 ND
BMT 9/19/95 11:35 12:20 ND
BMT 9/20/95 11:10 11:55 ND
BMT 9/21/95 11:25 12:10 ND
BMT 9/22/95 10:35 11:20 ND
BMT 9/26/95 11:15 12:00 ND
BMT 9/27/95 13:00 13:45 ND
BMT 9/28/95 10:40 11:25 ND
BMT 9/29/95 10:50 11:35 ND
WJA 10/3/95 9:45 10:30 ND

-2
Time of Results from
Date of Start Final Outfall 001,
Tester Sample Time Readingm1/1
WJA 11/7/95 9:40 10:25 ND
WJA 12/5/95 11:00 11:45 ND
SBF 1/2/96 10:45 11:30 ND
WJA 2/12/96 10:45 11:30 ND
WJA 3/4/96 11:45 12:30 ND
SBF 4/2/96 9:36 10:14 ND
SBF 5/3/96 10:00 11:00 ND
WJA 6/12/96 11:30 12:15 ND
WJA 7/12/96 10:30 11:15 ND
*ND = less than 0.5 ml/1, method detection level.