NC0022730_Speculative Limits_20010128

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
January 28, 2001
Mr. Seth Lawless
Town Manager
403 Beech Mountain Parkway
Beech Mountain, North Carolina 28604-8012
Dear Mr. Lawless:
NCDENR
Subject: Speculative NH3 limits
Beech Mountain W WTP
Permit No. NC0022730
Watauga County
Division personnel have reviewed your request for speculative effluent limits for the
subject facility based on a proposed relocation of the treatment plant outfall. Per our telephone
conversation, the Town is only interested in speculative limits for ammonia, due to current
compliance issues. The Town is not considering plant expansion at this time and no other
parameters of concern were mentioned.
The proposed relocation would be a direct discharge into Buckeye Creek just below the
confluence of Grassy Gap Creek. This segment of the stream is classified as C Trout and the
estimated drainage area at the proposed discharge point is approximately 4.4 square miles. Using
equations from the United States Geological Survey (USGS) publication, "Low -Flow
Characteristics of Streams in North Carolina", the estimated stream flows are as follows:
Average flow = 10 cfs
Summer 7Q10 = 1.6 cfs
Winter 7Q10 = 2.5 cfs
30Q2 = 3.4 cfs
The summer and winter 7Q10 flows are used in determining effluent NH3 limits. Based
on these flows, a summer NH3 limit of 11 mg/1 based on protection against instream toxicity
would be required. A winter NH3 limit will not be given however effluent NH3 monitoring
would be required in the winter. An additional discharge site approximately 0.7 miles below
the mouth of Grassy Gap Creek was also reviewed. The estimated stream flows at this site are as
follows:
Average flow = 12 cfs
Summer 7Q10 = 1.9 cfs
Winter 7Q10 = 3.0 cfs
30Q2 = 4.2 cfs
Based on these flows, a summer NH3 limit of 13 mg/l based on protection against instream
toxicity would be required. A winter NH3 limit will not be given however effluent NH3
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone]/FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

,t
monitoring would be required in the winter. Parameters such as BODS and TSS were not
evaluated at this time.
If you have any questions concerning this permit, please contact me at telephone number
[phone], extension 512.
Sincerely, �Q
6aarq y M. Nowe
Env' r ental Modeller
NPDES Unit
cc: Central Files
Winston-Salem Regional Office/Water Quality Section
NPDES Unit
Point Source Compliance Enforcement Unit

Permit Notes
NC0022730
Town of Beech Mountain is requesting speculative limits for relocation into
Buckeye Creek. Facility is a 0.080 MGD plant that currently discharges into
Grassy Gap Creek. Stream flows at the existing location are
QA = 2 cfs
S7g10 = 0.24 cfs
W7Q10 = 0.38 cfs
3002 = 0.52 cfs
Existing limits are BOD5 = 30 mg/I, TSS=30 mg/I, Fecal=200, TRC = 28 ug/I.
Beech Mt. Has summer and winter NH3 toxicity limits of 2 mg/I and 4 mg/I,
respectively. Note: WLA done in Jan. 1996 gave NH3 toxicity limits @ 0.080
MGD as 2.5 mg/I (summer) and 6.9 mg/I (winter). There is no
documentation as to why limits of 2 mg/I (s) and 4 mg/I (w) are given in the
permit.
Telecon with Seth Lawless, Town Manager, because Beech Mt. is having
problems meeting the NH3 limits, they want to relocate the discharge to a larger
receiving stream. They do not want to increase the design flow of the plant.
Buckeye Creek located downstream just at the mouth of Grassy Gap has a larger
7Q10 flow. Old notes in Beech Mt. WLA have two Buckeye Creek stream sites
that could be used by the Town.
Site 1 - USGS Station #03.4792.7165
DA = 3.4 square miles
Site 2 - USGS Station #03.4792.6265
DA = 5.3 square miles
Review of compliance data shows that Beech Mt. violated its monthly NH3 limit
four times from June 2000 through September 2000. In addition, during the 2000
year, there were 3 BOD5, 1 TSS, 1 Fecal, and three pH violations.
In 1999, Beech Mt. violated its monthly NH3 limit five times from June through
October. In addition, during the 1999 year, there was 1 BOD5, 1 TSS, and 1
Fecal monthly violation.
The Town did not send in a map with possible relocation sites for the
discharge. Told them to send in a map and we could estimate the NH3
limits at those sites.

Permit Notes
NCO022730
Page 2
1/23/01 — Town sent map of proposed discharge site, which is located just
downstream of the confluence of Grassy Gap Creek and Buckeye Creek. The
estimated drainage area combining 1987 USGS data for two sites at 1) the
mouth of Grassy Creek (0.92 mil) and 2) Buckeye Creek just above the mouth
(3.4 mi2), is 4.32 mil. Will use 4.4 mi2 as the proposed discharge point.
Estimated stream flows at the proposed site are:
QA = 10 cfs
s7g10 = 1.6 cfs
w7Q10 = 2.5 cfs
30Q2 = 3.4 cfs
The summer NH3 toxicity limit at this site would be 11 mg/I. The winter
limit would be 33.6 mg/I, however DWQ procedure requires that no NH3
limit above 20 mg/I be given, therefore only NH3 monitoring would be
required in the winter. (IWC = 7.2%)
Another downstream choice, site where DA = 5.3 mi2. Estimated stream flows
at this site are:
QA = 12 cfs
s7g10 = 1.9 cfs
w7010 = 3.0 cfs
30Q2 = 4.2 cfs
The summer NH3 toxicity limit at this site would be 13 mg/I. The winter
limit would be 40 mg/I, however DWQ procedure requires that no NH3 limit
above 20 mg/I be given, therefore only NH3 monitoring would be required
in the winter. (IWC = 6.1 %)

ELK PART{ QUADRANGLE
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NC DENR - DIVISON OF WATER QUALITY
Alphabetic List of NC Waterbodies
WATAUGA RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Baird Creek
WAT01
B-13
C11NE3
C
Bear Branch
WAT01
B-20-3-1
CIINW3
WS-II
Beaverdam Creek
WAT01
8-19
B11SE7
C
Tr
Bee Branch
WAT01
8-22-2-1
C11NE7
C
Bee Tree Creek
WAT01
8-7-6
C11NE9
C
DEW
Beech Creek
WAT01
8-20
C11NE1
C
Tr
Big Branch
WAT01
8-9
CI1NE6
C
Big Branch
WAT01
8-14
C11NE2
C
Blevins Creek
WAT01
8-22-16-2
CllNW8
C
Tr
Boone Fork (Price Lake)
WAT01
8-7
C11SE3
C
Tr ORW
Brushy Fork
WAT01
8-15-10
C12NW1
C
Buckeye Creek
WAT01
8-20-3-(0.5)
CIINW6
WS-II Tr
Buckeye Creek
WAT01
8-20-3-(1.5)
C11NW3
WS-II Tr CA
Buckeye Creek
WAT01
8-20-3-(2.5)
C11NW3
C
Tr
Cannon Branch
WAT01
8-7-5
C12NW7
C
ORW
Cannon Branch
WAT01
8-20-3-4
C11NW3
C
Clark Creek
WAT01
8-12-2
C11NE6
C
Clear Branch
WAT01
B-22-11
CllNW9
C
Clingman Mine Branch
WAT01
8-20-3-5
C11NW2
C
Cold Prong
WAT01
B-7-1
ClINE9
C
Tr ORW
Cooper Branch
WAT01
8-22-16-1
C11NW7
C
Cornett Branch
WAT01
8-19-3-1
B11SE4
C
Cove Creek
WAT01
8-15
B12SW4
C
Craborchard Creek
WAT01
8-12-3
C11NE5
C
Tr
Cranberry Creek
WAT01
B-22-16
C11SW1
C
Tr
Curtis Creek
WAT01
8-22-15
ClINW5
C
Tr
Dutch Creek
WAT01
8-12-(0.5)
C11WEG
B
Tr
Dutch Creek
WAT01
B-12-(1.5)
C11NE6
C
Tr
Dutch Creek
WAT01
8-12-(3.5)
C11NE3
B
Tr
East Fork Phillips Branch
WAT01
8-15-11-1
B11SEB
C
East Fork Pond Creek
WAT01
B-20-2-2
C11NW6
WS-III Tr
Elk River
WAT01
8-22-(14.5)
C11NW6
B
Tr
Elk River (Banner Elk Creek)
WAT01
8-22-(1)
C11NE7
C
Elk River (Mill Pond)
WAT01
8-22-(3)
C11NE7
C
Tr
Ellison Branch
WAT01
8-15-1
B11SE6
C
Tr
Fall Creek
WAT01
8-22-20
C11NW4
C
Tr
Flat Springs Branch
WAT01
8-20-5-1
B11SWB
C
Flattop Creek
WAT01
8-22-2
C11SE1
C
Forest Grove Creek
WAT01
8-19-1
B11SE5
C
Fork Branch
WAT01
8-19-2-2
B11SE5
C
George Branch
WAT01
8-15-10-2
B11SE9
C
George Gap Branch
WAT01
8-15-9
B1ISE8
C
Grassy Gap Creek (Grassy Gap Branch)
WAT01
8-20-3-3
C11NW3
C
Green Branch
WAT01
8-7-4
C12NW7
C
ORW
Green Ridge Branch
WAT01
8-3
C11SE2
C
Greenbrier Creek
WAT01
8-22-16-2-1
C11NWB
C
Tr
Hanging Rock Creek (Elk Creek)
WAT01
8-22-5
ClINE7
C
Tr
Harrison Branch
WAT01
8-10-1
C12NW4
C
Hayes Branch
WAT01
8-10-3-1
C11NW1
C
Hoot Camp Branch
WAT01
8-7-3-1
C12NW7
C
ORW
Homey Branch (Whitehead Creek)
WAT01
8-22-13
C11NW6
C
Tr
Page 1
of 3

NC DENR- DIVISON OF WATER QUALITY 2B .0300
.0305 WATAUGA RIVER BASIN
Classification
Name of Stream Description Class Date Index No.
Rube Creek
From source to Beaverdam
C
05/15/63
8-19-3
Creek
Cornett Branch
From source to Rube Creek
C
05/15/63
8-19-3-1
West Fork Rube
From source to Rube Creek
C
05/15/63
8-19-3-2
Creek
Beech Creek
From source to Watauga River
C Tr
05/15/63
8-20
Sawmill Branch
From source to Beech Creek
C Tr
05/15/63
8-20-1
Pond Creek
From source (at dam of
C Tr
08/03/92
8-20-2
Santis Lake) to Beech Creek
West Fork Pond
From source to backwaters
WS-II Tr
08/03/92
8-20-2-1-(1)
Creek
of Santis Lake
West Fork Pond Creek
From backwaters of Santis
WS-III Tr CA
O8/01/98
8-20-2-1-(2)
(Santis Lake)
Lake to Pond Creek
East Fork Pond
From source to backwaters
WS-III Tr
08/01/98
8-20-2-2
Creek
of Santis Lake, West Fork
Pond Creek
Unnamed Tributary to
From source to dam at Lake
WS-II Tr CA
08/03/92
8-20-2.5-(1)
Pond Creek (Lake
Coffey (Town of Beech
Coffey)
Mountain, Beech Mountain
Resort, Inc. water supply
intake)
Unnamed Tributary to
From dam at Lake Coffey to
C Tr
08/01/98
8-20-2.5-(2)
Pond Creek
Pond Creek
Buckeye Creek
From source to a point 0.2
WS-I1Tr
08/03/92
8-20-3-(0.5)
mile downstream of Bear
Branch
Bear Branch
From source to Buckeye Creek
WS-II
O8/03/92
8-20-3-1
Buckeye Creek
From a point 0.2 mile
WS-II Tr CA
08/03/92
8-20-3-(1.5)
downstream of Bear Branch
to Town of Beech Mountain
water supply intake located
0.3 mile upstream of mouth
of Grassy Gap Creek
New Branch
From source to a point 0.3
WS-II
08/03/92
8-20-3-2-(1)
mile upstream of mouth
New Branch
From a point 0.3 mile
WS-II CA
08/03/92
8-20-3-2-(2)
upstream of mouth to
Buckeye Creek
Buckeye Creek
From Town of Beech Mountain
C Tr
07/01/73
8-20-3-(2.5)
water supply intake to
Beech Creek
Grassy Gap Creek
From source to Buckeye Creek
C
05/15/63
8-20-3-3
(Grassy Gap
Branch)
Cannon Branch
From source to Buckeye Creek
C
05/15/63
8-20-3-4
3

Beech Mountain WWTP
at relocation site on Buckeye Creek below confluence of Grassy Gap Creek
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
1.6
7Q10 (CFS)
1.6
DESIGN FLOW (MGD)
0.08
DESIGN FLOW (MGD)
0.08
DESIGN FLOW (CFS)
0.124
DESIGN FLOW (CFS)
0.124
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (U
0
UPS BACKGROUND LEVEL
0.22
IWC (%)
7.19
IWC (%)
7.19
Allowable Concentration (ugl
236.35
Allowable Concentration (m
11.06
Ammonia as NH3
(winter)
7Q10(CFS)
2.5
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.08
Ratio of 12.9 :1
DESIGN FLOW (CFS)
0.124
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL
0.22
IWC (%)
4.73
Allowable Concentration (m
33.65
NC0022730 1/23/01

Facility: Beech Mtn WWTP
NPDES#: NCO022730
Receiving Stream: Buckeye Creek
Comment(s):
number not available
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Cleve Low Flow Record Station:
s7010 Low Flow Record Station:
w7Q10 Low Flow Record Station:
3002 Low Flow Record Station:
must be < 400 sq. miles
Drainage Area New Site:
5.30 sq. miles
MAR New Site:
2.3
Gave per Report Equation:
_
12 cfs
s7Q10 per Report Equation:
1.94 cfs
w7Q10 per Report Equation:
3.00 cis
3002 per Report Equation:
4.19 cfs
Continue
Drainage Area Ratio:
#VALUE!
( new DA / Da at gage
#VALUE!
Weighted Ratio:
#VALUE!
Over -ride Inappropriate Site ( y ):
Drainage Area New Site:
11 MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 30Q2 per Report Equation:
1 /23/01
5.30 miles squared
2.3
#VALUEI
#VALUEI
#VALUEI
#VALUEI

Beech Mountain WWTP
at relocation site on Buckeye Creek at DA = 5.3 mi2
Residual Chlorine
Ammonia as NIi3
(summer)
7010 (CFS)
1.9
7Q10 (CFS)
1.9
DESIGN FLOW (MGD)
0.08
DESIGN FLOW (MGD)
0.08
DESIGN FLOW (CFS)
0.124
DESIGN FLOW (CFS)
0.124
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (U
0
UPS BACKGROUND LEVEL
0.22
IWC (%)
6.13
IWC (%)
6.13
Allowable Concentration (ug/
277.48
Allowable Concentration (m
12.95
Ammonia as NIi3
(winter)
7010 (CFS)
3
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.08
Ratio of 15.3 :1
DESIGN FLOW (CFS)
0.124
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL
0.22
IWC (%)
3.97
Allowable Concentration (m
40.03
NC0022730 1/23101

D
NaOFchAIN
Seth Lawless, Manager
David R. Palette, Attorney
January 17, 2001
Mayor
Toren o.: Tim Holland
Beecb Mountain ViceMayor
OOwenr
Council Members
403 BEECH MOUNTAIN PARKWAY Gil Adams
BEECH MOUNTAIN, NORTH CAROLINA, 28604-8012 James A. Herbst
828 / 387-4236 __- Reub Mooradian
FAX: 828 / 387-2330
p
UI ' JAN 2 2 2001
tt
I DENR - WATEN OIIALIrT
PCI\T So'.'<E BN4NCH
Mr. Dave Goodrich, Supervisor
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Mr. Goodrich,
As requested. I am submitting a copy of a U.S.G.S. quadrangle of the location of the
proposed new discharge point for the Grassy Gap Wastewater Treatment Plant to
supplement Beech Mountain's request for speculative limits. I am also submitting a site
map showing stream locations, the plant and proposed discharge point.
Please let me know if you have any questions or concerns.
Sincerely, /O
Seth Lawless
Town Manager
Eastem America's Highest Town

Grassy
Creek

TOWN OF
BCCC12
MOUNTAIN
Seth Lawless, Manager
David R. Palette, Attorney
Town o.:
Beecb Morarnair]l
403 BEECH MOUNTAIN PARKWAY
BEECH MOUNTAIN, NORTH CAROLINA, 28604-8012
828/387-4236
FAX: 828 / 387-2330
yor �tl l W I
Tim Holland
Vice Mayor
Rick Owen
Council Members
Gil Adams
James A. Herbed
Reub Mooradian
HJNyu 3unoS 1NIOd
October 5, 2000 AIIIY 0 H71MM LN30
OOOE 9 t 190
Ms. Colleen Sullins
Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Ms. Sullins,
I'm writing on behalf of the Town of Beech Mountain, requesting that the Department
review the potential discharge of effluent from the Grassy Gap Wastewater Treatment
Plant into Buckeye Creek, and provide "speculative limits for the re -located discharge."
As you know, the discharge is currently permitted for Grassy Gap Creek.
Your attention to this matter is highly appreciated. The Town is exploring various
methods of gaining compliance for the Grassy Gap facility, and discharging into the
larger creek is one alternative being explored. Thank you in advance for your time and
attention, and please do not hesitate to call should you have any questions.
Sincerely,
Seth Lawless
Town Manager
cc: Larry Coble
Eastern America's Highest Town

44,-,4 4 }

SUMMER
MODEL RELOCATION TO BUCKEYE CR
10CM0 =14OWS)N1
Discharger : TOWN OF BEECH MT.
Receiving Stream : BUCKEYE CREEK
----------------------------------------------------------------------
The End D.O. is 8.48 mg/l.
The End CBOD is 4.01 mg/l.
The End NBOD is 3.68 mg/l.
----------------------------------------------------------------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
---------------------- ---- ---- -- ----------
Segment 1 7.16 0.00 1
Reach 1 45.00 49.50 0.00 0.08000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000

Ei�iS[i)�)iM YiJud"rA IAN i7YYeiiid
Discharger : TOWN OF BEECH MT.
Receiving Stream : BUCKEYE CREEK
Summer 7Q10 : 1.6
Design Temperature: 23.0
Subbasin : 040201
Stream Class: C TR
Winter 7Q10 : 2.5
LENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN
mile I ft/mij fps I ft Idesignj Q200 Idesignj Q200 Idesigni
------------ -------------------------------------------------------------------
Segment 1 1.20 288.00 0.431 1 0.52 1 0.59 1 0.70 42.01 1 50.00 0.27
Reach 1
--------------------------------------------------------------------------------
Segment 1 0.60 140.00 0.349 0.57 0.47 1 0.56 42.01 50.00 0.27
Reach 2
--------------------------------------------------------------------------------
Segment 1 0.30 307.00 0.439 0.51 0.60 1 0.71 42.01 50.00 0.27
Reach 3
--------------------------------------------------------------------------------
S
Flow
CBOD
NBOD
D.O.
cfs
mg/l
mg/l
mg/l
Segment 1
Reach 1
Waste
0.124
45.000
49.500
0.000
Headwaters
1.600
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.000
2.000
1.000
7.720
Segment 1
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.000
2.000
1.000
7.720
Segment 1
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.000
2.000
1.000
7.720
* Runoff flow is in cfs/mile

SUMMER
MODEL RELOCATION TO BUCKEYE CR
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
7.16
5.09
4.49
1.72
1
1
0.10
7.85
5.04
4.45
1.72
1
1
0.20
8.17
4.98
4.41
1.72
1
1
0.30
8.32
4.92
4.37
1.72
1
1
0.40
8.39
4.87
4.33
1.72
1
1
0.50
8.43
4.81
4.29
1.72
1
1
0.60
8.44
4.76
4.25
1.72
1
1
0.70
8.45
4.70
4.22
1.72
1
1
0.80
8.46
4.65
4.18
1.72
1
1
0.90
8.46
4.60
4.14
1.72
1
1
1.00
8.46
4.54
4.10
1.72
1
1
1.10
8.46
4.49
4.07
1.72
1
1
1.20
8.46
4.44
4.03
1.72
1
2
1.20
8.46
4.44
4.03
1.72
1
2
1.30
8.47
4.39
3.99
1.72
1
2
1.40
8.48
4.34
3.94
1.72
1
2
1.50
8.48
4.29
3.90
1.72
1
2
1.60
8.48
4.24
3.86
1.72
1
2
1.70
8.48
4.20
3.82
1.72
1
2
1.80
8.48
4.15
3.77
1.72
1
3
1.80
8.48
4.15
3.77
1.72
1
3
1.83
8.48
4.13
3.76
1.72
1
3
1.86
8.48
4.12
3.75
1.72
1
3
1.89
8.48
4.11
3.74
1.72
1
3
1.92
8.48
4.09
3.73
1.72
1
3
1.95
8.48
4.08
3.72
1.72
1
3
1.98
8.48
4.06
3.71
1.72
1
3
2.01
8.48
4.05
3.70
1.72
1
3
2.04
8.48
4.04
3.70
1.72
1
3
2.07
8.48
4.02
3.69
1.72
1
3
2.10
8.48
4.01
3.68
1.72
Seg #
Reach #
Seg Mi
D.O. I
CBOD
NBOD I
Flow

WINTER
MODEL RELOCATION TO BUCKEYE CR
uto] 1]:i=:ia9tlrpr
Discharger
:
TOWN OF BEECH MT.
Receiving Stream :
BUCKEYE CREEK
-------------------------------
The End D.O.
is 10.70
-------------------------------
mg/l.
The End CBOD
is 3.55
mg/l.
The End NBOD
----------------------------------------------------------------------
is 4.89
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment 1
------
9.24
----------------
0.00 1
----
----
--
----------
Reach 1
45.00
90.00
0.00
0.08000
Reach 2
0.00
0.00
0.00
0.00000
Reach 3
0.00
0.00
0.00
0.00000

*** MODEL SUMMARY DATA ***
Discharger : TOWN OF BEECH MT. Subbasin : 040201
Receiving Stream : BUCKEYE CREEK Stream Class: C TR
Summer 7Q10 : 1.6 Winter 7Q10 : 2.5
Design Temperature: 12.0
LENGTHI SLOPEI VELOCITY DEPTH Kd I Kd I Ka I Ka I KN
mile I ft/mij fps I ft design @20° Idesigni @200 Idesigni
------------ -------------------------------------------------------------------
Segment 1 1.20 288.00 0.590 1 0.54 1 0.59 1 0.85 42.01 1 50.00 0.27
Reach 1
--------------------------------------------------------------------------------
Segment 1 0.60 140.00 0.479 0.60 1 0.47 1 0.68 42.01 1 50.00 0.27
Reach 2
--------------------------------------------------------------------------------
Segment 1 0.30 307.00 0.601 0.54 0.60 1 0.87 42.01 1 50.00 0.27
Reach 3
--------------------------------------------------------------------------------
Flow
CBOD
NBOD
D.O.
cfs
mg/1
mg/l
mg/l
Segment 1
Reach 1
Waste
0.124
45.000
90.000
0.000
Headwaters
2.500
2.000
1.000
9.700
Tributary
0.000
2.000
1.000
9.700
* Runoff
0.000
2.000
1.000
9.700
Segment 1
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
2.000
1.000
9.700
* Runoff
0.000
2.000
1.000
9.700
Segment 1
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
2.000
1.000
9.700
* Runoff
0.000
2.000
1.000
9.700
* Runoff flow is in cfs/mile

WINTER
MODEL RELOCATION TO BUCKEYE CR
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
9.24
4.03
5.21
2.62
1
1
0.10
9.75
4.01
5.19
2.62
1
1
0.20
10.08
3.98
5.18
2.62
1
1
0.30
10.30
3.96
5.16
2.62
1
1
0.40
10.44
3.93
5.15
2.62
1
1
0.50
10.53
3.91
5.13
2.62
1
1
0.60
10.59
3.89
5.12
2.62
1
1
0.70
10.62
3.86
5.10
2.62
1
1
0.80
10.65
3.84
5.09
2.62
1
1
0.90
10.66
3.82
5.08
2.62
1
1
1.00
10.67
3.79
5.06
2.62
1
1
1.10
10.68
3.77
5.05
2.62
1
1
1.20
10.69
3.75
5.03
2.62
1
2
1.20
10.69
3.75
5.03
2.62
1
2
1.30
10.69
3.73
5.02
2.62
1
2
1.40
10.70
3.70
5.00
2.62
1
2
1.50
10.70
3.68
4.98
2.62
1
2
1.60
10.70
3.66
4.96
2.62
1
2
1.70
10.71
3.64
4.95
2.62
1
2
1.80
10.71
3.62
4.93
2.62
1
3
1.80
10.71
3.62
4.93
2.62
1
3
1.83
10.71
3.61
4.93
2.62
1
3
1.86
10.70
3.60
4.92
2.62
1
3
1.89
10.70
3.60
4.92
2.62
1
3
1.92
10.70
3.59
4.91
2.62
1
3
1.95
10.70
3.58
4.91
2.62
1
3
1.98
10.70
3.58
4.91
2.62
1
3
2.01
10.70
3.57
4.90
2.62
1
3
2.04
10.70
3.56
4.90
2.62
1
3
2.07
10.70
3.56
4.89
2.62
1
3
2.10
10.70
3.55
4.89
2.62
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD I
Flow