NC0020338_Speculative Limits_19960620

NPDES DOCUMENT SCANNING COVER SHEET
NC0020338
Yadkinville
WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
-. Wr .A
N
Speculative Limits
Correspondence
Instream Assessment
(67B)
Environmental Assessment (EA)
Permit
History
Document Date:
June 20, 1996
Thies document is priiited on muse paper - ignore any
content on the reYerse side

State of North Carolina
Depa ment of Environment,
Health and Natural Resources
Divisio of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Prestbn Howard, Jr., P.E., Director
June 20,1996
Larry W Adams, Town Manager
P. O. Drawer 816
Yadkinville, NC 27055
Dear Mr.
Al
�
EF-1NJ I
Subject: Speculative limits
NPDES Permit No. NC0020338
Yadkinville WWTP
Yadkin County
Adams:
David Dickenson with Engineering Services has requested speculative limits on
behalf o the Town of Yadkinville for waste flows of 1.2 MGD, 4.0 MGD, and 5.0 MGD.
The Instr Assessment Unit has completed a modeling analysis for each of the three
expand discharges to North Deep Creek The tentative permit limits based on this
analysis are listed below:
Waste flow (MGD)
BOD5 (mg/L)
NH3-N (mg/L)
Dr O. (mg/L)
Fecal coliform (#/100 mL)
Residual chlorine (mg/L)
p11 (S. U.)
Summer Winter
1.2 1.2
28.0 30.0
2.6 5.3
5.0 no limit
30.0 30.0
200 200
28.0 28.0
6-9 6-9
Summer Winter
Waste flow (MGD) 4.0 4.0
B D5 (mg/L) 13.0 26.0
N 3-N (mg/L) 2.0 4.0
D O. (mg/L) 5.0 5.0
S (mg/L) 30.0 30.0
Fecal coliform (#/100 mL) 200 200
Residual chlorine (mg/L) 28.0 28.0
pH (S. U.) 6-9 6-9
1 Summer Winter
Waste flow (MGD) 5.0 5.0
BOD5 (mg/L) 12.0 24.0
NH3-N (mg/L) 2.0 4.0
DO.(mg/L) 5.0 5.0
S (mg/L) 30.0 30.0
F al coliform (#/100 mL) 200 200
R idual chlorine (mg/L) 28.0 28.0
p (S. U.) 6-9 6-9
P.O. Box 29535,
An Equal
Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

The modeling analysis incorporates the results of the long-term BOD test for the
Yadkinville WWTP completed by the Intensive Survey Group of the Water Quality Section
in October 1995. Long-term BOD tests are routinely run on all major WWTPs in the state
and are useful as a tool for estimating the ultimate BOD (BODu) of an effluent The results
of this test were not yet available when the Instream Assessment Unit reviewed the request
for speculative limits for an expanded waste flow of 3.0 MGD and 3.5 MGD last year.
According to the test the BODu of Yadkinville's treated effluent is higher than the default
BODu routinely assumed in modeling analyses when long-term BOD data is not available.
Wastewater with more refractory BOD, such as Yadkinville's effluent, is characteristic of
complex wastewaters with a significant industrial contribution. Based on the long-term
BOD test, the limits listed above are somewhat more stringent than those reported in my
previous speculative letter to you dated October 26,1995.
Under current Division of Environmental Management (DEM) procedure, chlorine
limits are now recommended for all new or expanding dischargers proposing the use of
chlorine for disinfection. An acceptable level of chlorine in your effluent for all waste
flows is 28 ug/L to ensure protection against acute toxicity.
The instream waste concentration at 1.2 MGD is 32%, 61% at 4.0 MGD, and 66%
at 5.0 MGD. A chronic toxicity testing requirement will remain a condition of the NPDES
permit A complete evaluation of limits and monitoring requirements for metals and other
toxicants will be addressed with the formal NPDES application. Note that effective
September 1,1994 the classification for North Deep Creek from SR 1605 to Deep Creek
had been changed from "C" to "WS-IV". This change in classification may have an effect
on metals and other toxicant limits. For example, the instream standard for nickel is 88
ug/L in "C" waters and 25 ug/L in all water supply waters (WS).
DEM is planning a basinwide water quality management initiative. Our schedule
for implementation in the Yadkin River basin is set for 1998. The plan will attempt to
address all sources of point and nonpoint pollutants where deemed necessary to protect or
restore water quality standards. In addressing interaction of sources, wasteload allocations
may be affected. Those facilities that already have committed to high levels of treatment
technology are least likely to be affected.
Please be advised that response to this request does not guarantee that the Division
will issue an NPDES permit to discharge treated wastewater into these receiving waters. It
should be noted that new and expanding facilities, involving an expenditure of public funds
or use of public (state) lands, will be required to prepare an environmental assessment (EA)
when waste flows: 1) exceed or equal 0.5 MGD, or 2) exceed one-third of the 7Q10 flow
of the receiving stream. DEM will not accept a permit application for a project requiring an
EA until the document has been approved by the Department of Environment, Health and
Natural Resources and a Finding of No Significant Impact (FONSI) has been sent to the
state Clearinghouse for review and comment.
The EA should contain a clear justification for the proposed facility and an analysis
of potential alternatives which should include a thorough evaluation of non -discharge
alternatives. Non -discharge alternatives or alternatives to expansion, such as spray
irrigation, water conservation, inflow and infiltration reduction or connection to a regional
treatment and disposal system, are considered to be environmentally preferable to a surface
water discharge. In accordance with the North Carolina General Statutes, the practicable •
waste treatment and disposal alternative with the least adverse impact on the environment is
required to be implemented.

If the EA demonstrates that the project may result in a significant adverse affect on
the quality of the environment, an Environmental Impact Statement would be required.
Alan Clark of the Water Quality Planning Branch can provide further information regarding
the requirements of the NC Environmental Policy Act.
If there are any additional questions concerning this matter, p1easP feel free to
contact Andy McDaniel of my staff at [phone] ext 513.
onald L. S
Assistant Chief
Water Quality Section
dls/ahm
cc: Winston-Salem Regional Office
Permits and Engineering Unit
Mr. David Dickenson, P. E., Engineering Services, P.A.
Central Files

Yadkinville WWTP and Surrounding Dischargers
t,
YADKINVILLE; TOW -WWTP ,..;
NC0020338
NORTH DEEP CREEK/ i/ IDKIN-PEE...MX RV
4i L 00000 j��LJJ '" "` 1
CO ' 4?,,, - ' YAAKI CO 3C FORBUSH HS
`O 1
0 N00071773
�(b OV "•
�' ltP G .I FORBUSH C K ADKIN-PEE DEE RV BSN
i t 0.01500 ^' •
DOC YADKIN CO SUB$ Y YADKIN CO. SCJI.-FORBUSH EL
NC0027880 N000296D2
UT SOUTH DEEP CRK/YADKIN-PEE DEE R A MILL BRANCHdYADKIN-PEE DEE RIVER SSti
\-'t.a 0.01580 r0.00600
YADKINVILLE; TOWN-WTP \COD79260
SOUTH DEEP CRKIYADKIN PE Eli RVR BS 4
0A0000"—` YADKIN CO. ,SCH.-COURTNEY ELM.
{-N-00029599
'HARMON CREEK/YADKIN-PEE DEE RVR BASH
0.00500 .bJ.„
; eeL4rry OF/SP-ARKS RD
NC0084212
YADKIN' RIVER/Y Kip' -PEE DE
f M,,
RVR USN
Vicinity Map
J
DRAFT MAP
2 0 2 4 6 Miles
NC Department of Environment,
Health, and Natural Resources
Water Quality Section
lnstream Assessment Unit
June 1996

Yadkinville WWTP
North Deep Creek
NC0020338
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ug/l)
Fecal Limit
Ratio of 3.10 :1
l,c? /46-P
Ammonia as NH3
(summer)
3.91 7Q10 (CFS)
1.2 DESIGN FLOW (MGD)
1.86 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
32.24 % IWC (%)
53 Allowable Concentration (mg/I)
Ammonia as NH3
(winter)
3.91
1.2
1.86
1.0
0.22
32.2 %
2.64
NBOD (mg/1) = 11.88
7Q10 (CFS)
200/1OOm1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
NBOD (mg/1) = 46.
10.03
1.2
1.86
1.8
0.22
15.6 %
10.32 :2
44 /-/
NH3-�l=53i /'— reA rep-
( Al'a.
6/3/96

Yadkinville WWTP
North Deep Creek
NC0020338
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ug/1)
Fecal Limit
Ratio of 1.63 :1
Ammonia as NH3
(summer)
3.91 7Q10 (CFS) 3.91
4 DESIGN FLOW (MGD) 4
6.2 DESIGN FLOW (CFS) 6.2
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL (MG/L) 0.22
61.33% IWC(%) 61.3%
28 Allowable Concentration (mg/I) 1.49
NBOD (mg/I) = 6.71
Ammonia as NH3
(winter)
7Q10 (CFS) 10.03
20o/100m1 DESIGN FLOW (MGD) 4
DESIGN FLOW (CFS) 6.2
STREAM STD (MG/L) 1.8
UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 38.2 %
Allowable Concentration (mg/I) 4.36 -
NBOD (mg/I) = 19.60
6/3/96

Yadkinville WWTP
North Deep Creek
NC0020338
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ug/1)
Fecal Limit
Ratio of 1.50 :1
Ammonia as NH3
(summer)
3.91 7Q10 (CFS) 3.91
5 DESIGN FLOW (MGD) 5
7.75 DESIGN FLOW (CFS) 7.75
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL (MG/L) 0.22
66.47 % IWC (%) 66.5 %
26 Allowable Concentration (mg/I) 1.39 - 2 07
NBOD (mg/l) = 6.27
Ammonia as NH3
(winter)
7Q10 (CFS)
200/100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
10.03
5
7.75
1.8
0.22
43.6 %
Allowable Concentration (mg/1) 3.84 -
NBOD (mg/0 = 17.30
/1
6/3/96

North Carolina Division of Environmental Management
Water Quality Section / Intensive Survey Group
October 12, 1995
CVUD 6OD5 Cal( u /aii'
MEMORANDUM
To: Ruth Swanek
Through: Jay SauberVt-y-'
From: Howard Bryant /3
Subject: Long-term BOD Analysis forYadkinville WWTP, Town of
County: Yadkin
NPDES # NC0020338
Receiving Stream: Haw Branch
Sub -basin: 030702
DAY
0
5
10
15
20
25
30
35
40
50
60
7n
80
90
100
110
120
180
BOD NH3-N TKN-N NOX-N Thal
0.50 3.1 13.00 16.0
6.86 0.91 1 .9 13.00 15.0
11.10 1.20 2.4 12.00 14.0
14.50 1.30 4.7 13.00 18.0
19.71 0.18 1.6 14.00 16.0
21.98
24.09 0.12 1.6 14.00 16.0
25.17
26.27
29.61
32.12 0.19 1.5 14.00 16.0
33.39
834.42
35.51 0.15 1.4 14.00 15.0
36.61
37.31
38.00 0.02 1.2 15.00 16.0
41.07
Dale Collected: April 11, 1995
0900-0820
cc: Central Files
Collected byJustice
pH:7.0
Test evaluation: excellent
Seeded: seeded
W/7 0
4 HN;
Regional Water Quality Supervisor _ ea. -tic ����
c ro ; 80/75 �a - q, Z (/v&/ /J

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°
�
Discharger '
Receiving Streai
�a Vd
' /l/1 �
�� / .� 6/7\ ��/ m/ 5� dl �_
SUMMER
SPECULATIVE QW=1.2 MGD
---------- MODEL RESULTS ----------
: YADKINVILLE WWTP
The End D.O. is-6.72 mg/l.
The End CBOD is 6.78 mg/l.
The End NBOD is' 0.97 mg/l.
------------------------------------------------------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
______ _________ _______ -----------
Segment 1 5.09 6.24 4
Reach 1 120.00 11.88 5.00 1.20000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
Reach 6 0.00 0.00 0.00 0.00000
/l [ �= /�y1 7Y � yl
/7w�Y� /~«'K/7`7�^ �-L/' - v��/�-
,~ / ' ' */ '
N��� � � /
,��0�//
/V y�U�� / ~^ ' ]/ �-
".
WU � �- J /
� . [/ y��/L-
� = ' JY

MODEL RESULTS
Discharcer a YADKINVILLE WWTP
Receiving Strec. m a NORTH DEEP CREEK
The End D.O. i- 0 00 mg / 1.
The End CBOD is 0.00 mg / 1 .
The End NBOD i -' 0.00 mg / 1 .
D
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 0
Reach 6
M i n
g/1) Milepoint Reach #
5e,s:) '
6U24 4
SUMMER
SPECULATIVE C!W=1 a 2 MSD
WLA WLA WLA
CBOD NBOD DO Waste F7.ctw
(mg/1) (mg/1) (mg/1) (mgd)
120.00
0„00
0.00
0.00
0.00
0000
11.BB
0.00
0.00
0.00
0
0.00
0.00
5.00
0.00
)„00
0.00
0.00
0.00
1.20000
0.00000
0.00000
0.00000
0.00000
0.00000

1 Seg # I Reach
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 2
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 3
1 3
1 3
1 3
1 3
1 3
1 3
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
i G.
SUMMER
SPECULATIVE QW=1.2 MGD
# I Seg N i I D. O. I CBOD I NBOD I Flow I
0.00 6.65 40.04 4.51 5.77
0.10 6.51 39.67 4.45 5.78
0.20 6.39 39.31 4.40 5.79
0.30 6.28 38.95 4.35 5.80
0.40 6.19 38.59 4.30 5.81
0.50 6.12 38.24 4.25 5.82
0.60 6.05 37.89 4.19 5.83
0.70 6.00 37.55 4.15 5.85
0.80 5.95 37.20 4.10 5.86
0.90 5.91 36.86 4.05 5.87
1.00 5.88 36.53 4.00 5.88
1.10 5.86 36.20 3.95 5.89
1.20 5.84 35.87 3.91 5.90
1.15 5.92 34.07 3.75 6.23
1.2,E 5.92 33.78 3.71 6.24
1.35 5.92 33.50 3.67 6.25
1.45 5.92 33.21 3.63 6.26
1.55 5.93 32.93 3.59 6.26
1.65 5.93 32.65 3.55 6.27
1.75 5.94 32.37 3.51 6.28
1.85 5.95 32.10 3.47 6.29
1.95 5.96 31.82 3.43 6.30
1.94 5.96 31.82 3.43 6.30
2.04 6.41 31.55 3.38 6.31
2.14 6.72 31.28 3.34 6.32
2.24 6.95 31.02 3.29 6.33
2.34 7.11 30.75 3.25 6.33
2.44 7.23 30.49 3.21 6.34
2.54 7.31 30.23 3.16 6.35
2.64 7.37 29.97 3.12 6.36
2.74 7.42 29.71 3.08 6.37
2.84 7.45 29.46 3.04 6.38
2.94 7.48 29.21 3.00 6.39
3.04 7.50 28.96 2.96 6.39
3.14 7.51 28.71 2.92 6.40
3.24 7.53 28.47 2.88 6.41
3.34 7.54 28.23 2.84 6.42
3.44 7.55 27.99 2.80 6.43
3.54 7.56 27.75 2.77 6.44
3.64 7.56 27.51 2.73 6.45
3.74 7.57 27.28 2.69 6.46
3.84 7.58 27.05 2.66 6.46
3.94 7.59 26.82 2.62 6.47
4.04 7.59 26.59 2.59 6.48
4.04 7.59 26.59 2.59 6.48
4.14 7.38 26.34 2.55 6.49
4.24 7.18 26.09 2.52 6.50
4.34 6.99 25.85 2.48 6.51
4.44 6.82 25.61 2.45 6.52
4.54 6.65 25.37 2.42 6.53
4.64 6.50 25.13 2.38 6.53
4.74 6.36 24.90 2.35 6.54
4.84 6.22 24.66 2.32 6.55
4.94 6.10 24.43 2.29 6.56
5.04 5.98 24.20 2.25 6.57
5.14 5.87 23.98 2.22 6.58
5.24 5.77 23.75 2.19 6.59
_ qca. F1.137 23.53 2.16 6.60

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
I Beg
v-aNcrv-chLALq LnLILgLALgLAcnLA0LALgLALgLALqLA0LA0LALqLA0LA0LALn4=" 4>4>4:-4> 4>4>
6
6
# I Reach
5.44 5.58 23.31 2.13 6.60
5.54 5.50 23.10 2.10 6.61
5.64 5.43 22.88 2.07 6.62
5.74 5.36 22.67 2.05 6.63
5.84 5.29 22.46 2.02 6.64
5.94 5.23 22.25 1.99 6.65
6.04 5.18 22.04 1.96 6.66
6.14 5.13 21.83 1.94 6.66
6.24 5.09 21.63 1.91 6.67
6.24 6.61 8.90 1.32 18.97
6.34 6.62 8.83 1.31 19.04
6.44 6.62 8.76 1.30 19.11
6.54 6.63 8.69 1.28 19.18
6.64 6.63 8.62 1.27 19.25
6.74 6.64 8.55 1.26 19.32
6.84 6.64 8.49 1.25 19.39
6.94 6.65 8.42 1.24 19.46
7.04 6.65 8.35 1.23 19.53
7.14 6.66 8.29 1.22 19.60
7.24 6.67 8.22 1.21 19.67
7.34 6.67 8.16 1.20 19.74
7.44 6.68 8.09 1.19 19.81
7.54 6.69 8.03 1.18 19.88
7.64 6.69 7.97 1.16 19.95
7.74 6.70 7.91 1.15 20.02
7.84 6.71 7.84 1.14 20.09
7.94 6.71 7.78 1.13 20.16
8.04 6.72 7.72 1.13 20.23
8.14 6.73 7.66 1.12 20.30
8.24 6.74 7.60 1.11 20.37
8.34 6.75 7.55 1.10 20.44
8.44 6.75 7.49 1.09 20.51
8.54 6.76 7.43 1.08 20.58
8.64 6.77 7.37 1.07 20.65
8.74 6.78 7.32 1.06 20.72
8.84 6.78 7.26 1.05 20.79
8.94 6.79 7.21 1.04 20.86
9.04 6.80 7. 15 1.03 20.92
9.14 6.81 7.10 1.02 20.99
9.09 6.82 7.01 1.02 21.36
9.19 6.80 6.97 1.01 21.36
9.29 6.78 6.93 1.01 21.36
9.39 6.77 6.89 1.00 21.36
9.49 6.75 6.8...E 0.99 21.36
9.59 6.74 6.82 .98 21.36
9.69 6.72 6.78 0.97 21.36
t1 I Seg Mi I D.O. I CBOD I NBOD 1 Flow 1

*** MODEL SUMMARY DATA ***
Discharger o YADKINVIL-LE WWTF'
Receiving Strea n NORTH DEEP CREEK
Summer 7010 e 3.91
Design Temperat tre® 25.0
Subbas i n : 030702
Stream Class: WS-•-IV
Winter- 7010 : 10.03
ILEN8THI SLOPE VELOCITY 1 DEPTHI Kd l Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR I SOD 1 SOD
! mile 1 ft/mil fps 1 ft Idesignl 320° (design) 320° Idesignl 320° Idesignl 320° !design l 320°
I
Segment 1 1 1.201 9.70
Reach 1 1 1
I
1
0.256 1 1.23 1 0.31 1 0.25 1 4.98 1 4.461 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
1
Segment 1 1 0.851 9.70
Reach 2 1 I
0.263 1 1.26 1 0.31 1 0.25 1 5.11 1 4.581 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
1 1
Segment 1 1 2.111 28.40 0.360 1 1.09 1 0.43 1 0.34 120.55 1 18.431 0.73 1 0.50 1 0.73 1 0.00 1 0.00 1 0.00
Reach 3 1 1
{ I
Segment 1 1 2.201 4.00 0.206 1 1.46 1 0.28 1 0.22 1 1.65 1 1.48( 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 4 1 1 l 1 1 1 1 1 l 1 1 1
1 I
Segment 1 I 2.901 4.00i 0.327 12.02 1 0.28 1 0.22 1 1.89 I 1.701 0.44 10.30 10.44 ( 0.00 ( 0.00 1 0.00
Reach 5 I I 1 1 1 1 1 1 1 1 I 1 I
( (
Segment 1 ( 0.651 2.401 0.293 1 2.20 1 0.27 1 0.21 1 1.02 1 0.921 0.44 1 0.30 10.44 1 0.00 1 0.00 1 0.00
Reach 6 1 I I l 1 1 l 1 1 1 1 I
Seg ent 1
Was e I
Heawwatersl
Tri■utary I
* Runoff I
I Flaw ( CBOD ( NBOD 1 D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 I
Reach 1
1.860 1120.000 ( 11.880 1 5.000
3.910 1 2.000 000 1 1 .000 1 7.440
0.000 1 2.000 1 1.000 )00 I 7.440
0.108 1 2.000 1 1.000 ( 7.440
Seg ent 1 Reach 2
Was e I 0.000 I 0.000 1 0.000 1 0.000
Tri utary I 0. 330 1 2. 000 1 1.000 I 7.440
* Rd naf f I 0.087 I 2.000 1 1.000 1 7.44i �
Seg ent 1 Reach 3
Was e I 0.000 I 0.000 i 0.000 I 0.000
Tributary 1 0.000 1 2.000 1 1.000 I 7.440
* RL naff 1 0.087 j87 I 2.000 1 1 .000 1 7.440

Secjment 1 Reach 4
' Waste I 0.000 I 0.000 1 0.000 I 0.000
Tr butary 1 0.000 1 2.000 I 1.000 I 7.440
* afof f 1 0.0E37 i 2.000 1 1.000 1 7.440
Se • ment 1 Reach 5
Wa- to I 0.000 I 0.000 t 0.000 00 I 0.000
Tr' b u tar y 1 12.300 I 2.000 1 1.000 I 7.440
* unoff 1 0.697 1 2.000 t 1.000 1 7.440
Se • meat 1 Reach 6
Way- to i 0.0 }00 I 0.000 1 0.000 I 0.000
Tr ' butar y I 0.370 1 2.000 1 1.000 1 7.440
* F'uncsf f 1 0.000 1 2.000 1 1.000 I 7.440
* Runoff flow is in cfs/mile

---------- MODEL RESULTS
Discharger : YADKINVILLE WWTP
Receiving Strelm : NORTH DEEP CREEK
The End D.O. il 9.15 mg/l.
The End CBOD is 6.51 mg/l.
The End NBOD is 2.55 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
WINTER
SPECULATIVE WINTER
QW=1.2 MOD
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/1) (mgd)
__________
7.83 0.00 1
130.00
0.00
0.00
0.00
0.00
0.00
46.44
0.00
0.00
0.00
0.00
0.00
0.00 1.20000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
���/���� L�
'
/�
' ' ��/
'
k7/ � �«� � Z_ �J �w� �/
/~/�� /^' '^ ~- ~~ Y/�`~�' ' �^T~ ~^ ^ ~^ /�-
~ / /
� .
�go'
/ / (na / '

*** MODEL_ SUMMARY DATA ***
D i scharaer o YADK I NV I L.LE WWTP
Receiving S t r e m : NORTH DEEP CREEK
Summer 7010 0 3.91
Design Tempera urea 14.0
Subbas i n e 030702
Stream Class: WS--IV
Winter 7010 a 10.03
ILEN8TH1 SLOP'1 VELOCITY I DEPTH! Kd 1 Kd I Ka 1 Ka 1 KN 1 KN 1 KNR ! KNR 1 SOD 1 SOD
1 mile 1 ft/m l fps 1 ft Idesignl 220° (design' 220° 'designs 320° (design! 220a Idesign l 220°
1 1 l 1 1 1 1 1 1 I 1 1 1 I
Segment 1 1 1.201 9.711 0.440 1 1.35 1 0.21 10.27 1 4.87 I 5.551 0.19 10.30 1 0.19 1 0.00 1 0.00 1 0.00
Reach 1! 1 I 1 1 1 I 1 1 I 1 1 1
1
Segment 1 I 0.851 9.7
Reach 2 ! 1
1 ! I I 1 1 1 1 1 I I
0.448 1 1.38 1 0.21 1 0.27 1 4.96 1 5.651 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
1 1 1 1 I
1
Segment 1 1 2.111 28.4
Reach 3 1 I
l 1 I i i 1 I 1 1 f I
0.616 1 1.19 1 0.32 ! 0.42 119.97 ! 22.761 0.32 1 0.50 10.32 1 0.00 1 0.00 1 0.00
I I I l 1 1 I 1 1 I
i 1 1 I 1 1 1 1 1 1 1 1 1 I
Segment 1 1 2.201 4.001 0.353 1 1.60 10.17 1 0.23 11.61 1 1.841 0.19 1 0.30 ! 0.19 1 0.00 10.00 10.00
Reach 4 1 1 I 1 I 1 I 1 1 1 I 1 1
1
Segment 1 1 2.901 4.00
Reach 5 1 1
1 I 1 1 ! 1 I 1 1 I 1
0.527 1 2.19 1 0.18 1 0.23 1 1.63 1 1.861 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
I 1 I I I 1 1 1 1 I
I 1 1 1 1 1 1 1 1 1 1 I I
Segment 1 1 0.651 2.40 0.456 1 2.37 ! 0.17 1 0.22 10.85 1 0.961 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
Reach 6 1 1 1 1 1 1 1 1 1 1 1 I
1 Flow 1 CBOD 1 NEIOD 1 D.O. l
I cfs 1 mg/ 1 1 mg/ 1 1 mg/ 1 I
Seg ent 1 Reach 1
Was e 1 1 .860 ! 130.000 I 46.440 I 0.000
Hea waters 1 10.030 1 2.000 1 1.000 I 9 .280
Tr i utary I 0.000 1 P.000 I 1 .000 1 9.280
* R na f f i 0.223 1 2.000 1 1.000 I 9.280
Seg ent 1 Reach 2
Waste 1 0.000 i 0.000 1 0.000 I 0.000
Tr i utary I 0.530 I 2.000 I 1.000 i 9.280
* Ru off ! 0.203 I 2.000 1 1 .000 1 9.280
Sergi
Wast
Trib
* Ru
ent 1 Reach 3
I 0.000
utary 1 0„000
iciff 1 0.203
0.000
2.0000
2.000
0.%}c:0
1.000
1.000
0.000
9.280
9.280

. Segment 1 Reach 4
Was e I 0.000 I 0.000 0 I 0.000 I 0.000
Tributary 1 0.000 I 2.000 I 1.000 I 9.280
* R tnoff I 0.203 1 2.000 1 1.000 1 9.280
Seg ent 1 Reach 5
Was :e I 0.000 I 0.000 I 0.000 1 0.000
Tr iutary I 24.090 I 2.000 I 1.000 I 9.280
* R tnof f I 0.000 I 2.000 I 1.000 I 9.280
Seg ent 1 Reach 6
Was e 1 0.000 1 0.000 I 0.000 I 0.000
Tri•utary 1 0.670 I 2.000 I 1.000 I 9.280
* R tnciff I 0.000 I 2. 000 I 1.000 I 9. 280
'unc'ff flow is in cfs/mile

1 Seg # 1 Reac
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 2
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 3
1 3
1 3
1 3
1 3
1 3
1 3
i 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
WINTER
SPECULATIVE WINTER
OW=1 .2 MSD
1 Seg Mi 1 D.O. 1 CBOD 1 NBOD 1 Flaw I
0.00 7.83 22.02 8.11 11.89
0.10 7.91 21.92 8.07 11.91
0.20 7.99 21.82 8.04 11.94
0.30 8.06 21.72 8.00 11.96
0.40 8.13 21.62 7.97 11.98
0.50 8.20 21.52 7.94 12.00
0.60 8.26 21.43 7.90 12.03
0.70 8.31 21.33 7.87 12.05
0.80 8.37 21.23 7.84 12.07
0.90 8.42 21.13 7.80 12.09
1.00 8.46 21.04 7.77 12.12
1.10 8.51 20.94 7.74 12.14
1.20 8.55 20.85 7.70 12.16
1.15 8.58 20.06 7.42 12.69
1.25 8.62 19.97 7.39 12.71
1.35 8.66 19.89 7.37 12.73
1.45 8.69 19.80 7.34 12.75
1.55 8.73 19.72 7.31 12.77
1.65 8.76 19.64 7.28 12.79
1.75 8.79 19.55 7.25 12.81
1.85 8.82 19.47 7.22 12.83
1.95 8.85 19.39 7.19 12.85
1.94 8.8,.E 19.39 7.19 12.85
2.04 9.03 19.30 7.16 12.87
2.14 9.19 19.21 7.13 12.89
2.24 9.31 19.12 7.10 12.91
2.34 9.42 19.04 7.07 12.93
2.44 9.50 18.95 7.03 12.95
2.54 9.57 18.86 7.00 12.97
2.64 9.63 18.78 6.97 12.99
2.74 9.68 18.69 6.94 13.01
2.84 9.72 18.60 6.91 13.04
2.94 9.75 18.52 6.88 13.06
3.04 9.78 18.44 6.85 13.08
3.14 9.80 18.35 6.82 13.10
3.24 9.82 18.27 6.79 13.12
3.34 9.84 18.19 6.76 13.14
3.44 9.85 18.10 6.73 13.16
3.54 9.86 18.02 6.70 13.18
3.64 9.87 17.94 6.67 13.20
3.74 9.88 17.86 6.64 13.22
3.84 9.88 17.78 6.61 13.24
3.94 9.89 17.70 6.58 13.26
4.04 9.90 17.62 6.55 13.28
4.04 9.90 17.62 6.55 13.28
4.14 9.83 17.54 6.52 13.30
4.24 9.77 17.46 6.49 13.32
4.34 9.71 17.39 6.46 13.34
4.44 9.66 17.31 6.43 13.36
4.54 9.60 17.24 6.40 13.38
4.64 9.55 17.16 6.37 13.40
4.74 9.50 17.09 6.35 13.42
4.84 9.45 17.01 6.32 13.44
4.94 9.40 16.94 6.29 13.46
5.04 9.36 16.87 6.26 13.48
5.14 9.31 16.79 6.23 13.50
5.24 9.27 16.72 6.20 13.52
' i. n ±9 n i L L C L 1 '7 1 0 Ca.

-
4
1 4
" 1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
1 5
� 1 5
1 5
1 6
1 6
1 6
1 6
1 6
1 6
1 6
| Seg # I Reao|
-'- -- -- --
5.44 9.19 16.58 6.15 13"56
5.54 9"15 16"50 6.12 13.58
5.64 9.12 16.43 6.09 18.60
5.74 9.08 16.86 6.06 13.62
5.84 9.05 16.29 6.04 13.64
5.94 9.01 16"22 6.01 13.66
6.04 8.98 16"15 5.98 13"68
6.14 8.95 16.08 5"96 13.71
6.24 8.92 16.01 5.98 13.73
6"24 9"15 7.09 2.79 37.82
6.34 9.15 7.07 2.78 37.82
6.44 9.15 7"06 2.78 37.82
6.54 9.15 7.04 2.77 37.82
6.64 9"16 7.03 2.76 37.82
6.74 9.16 7.01 2.76 37.82
6"84 9.16 7"00 2.75 37.82
6.94 9.16 6.99 2.75 37.82
7.04 9"16 6"97 2.74 37.82
7.14 9.16 6.96 2.78 37.82
7.24 9.16 6"94 2.73 87.82
7.34 9"17 6.93 2.72 37.82
7.44 9.17 6"91 2.72 37.82
7.54 9.17 6.90 2.71 37.82
7.64 9.17 6.89 2.70 87.82
7.74 9.17 6.87 2.70 37.82
7.84 9.17 6.86 2.69 37.82
7.94 9.18 6.84 2.69 37.82
8.04 9.18 6.83 2.68 37.82
8.14 9.18 6"82 2.68 37.82
8.24 9.18 6.80 2.67 37.82
8.34 9.18 6.79 2.66 37.82
8.44 9.18 6.78 2.66 37.82
8.54 9.18 6.76 2.65 37.82
8.64 9.19 6.75 2.65 37.82
8.74 9.19 6.73 2.64 37.82
8.84 9.19 6.72 2.63 87.82
8"94 9.19 6.71 2.63 87.82
9"04 9.19 6.69 2"62 37.82
9.14 9.19 6.68 2.62 87.82
9.09 9.20 6.60 2.59 38.49
9.19 9.19 6.58 2.58 38.49
9.29 9.18 6.57 2.58 38.49
9.39 9.17 6.55 2.57 38.49
9.49 9.16 6.54 2.56 88.49
9.59 9.15 6"52 2.56 38.49
9.69 9.15 6"51 2.55 88.49
# | Seg Mi ! D.O. | OBOD | NBOD | Flow I

al'i.
' x1/� Y,51 di 0
Discharger
Receiving Strea
---------------
SUMMER
SPECULATIVE SUMMER
QW=4.0 MGD
---------- MODEL RESULTS ----------
: YADKINVILLE WWTP
m : NORTH DEEP CREEK
-------------------------------------------------------
The End D.O. is 6.40 mg/l.
The End CBOD is 8.24 mg/l.
The End NBOD is 1.26 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
5.10 6.24 4
��
»Y� --�7 '� x� �7 ~ / /l
y��or � � y � �` �"� - / � U
~ ,. / ' ~/�
,
�/
���� M4
�2/�_
/
57.00
0.00
0.00
0.00
0.00
0.00
/Z-
9.00
0.00
0.00
0.00
0.00
0.00
5.00
0.00
0.00
0.00
0.00
0.00
4.00000
0.00000
0.00000
0.00000
0.00000
0.00000

VeMr
5s, a401 reZ, /dal eersiv i A4, flu /) Z Mo
•*•* • MODEL SUMMARY DATA •* *•*
Discharger : YADKINVILLE WWTP
Receiving Stream : NORTH DEEP CREEK
Summer 7010 i : 3.91
Design Temperat.u-ee 25.0
Subbas i n : 030702
Stream Class: WS-TV
Winter 7010 : 10.03
iLENGTHI SLOPE I VELOCITY 1 DEPTHI Kd 1 Kd I Ka ! Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOD I SOD
1 mile 1 ft/mil fps 1 ft ldesignl D20° ldesignl i20° ldesignl i20° idesign1 i20° Idesign1 a20°
l 1 I I ! i 1 i 1
Segment 1 I 1.201 9.70! 0.256 1 1.23 1 0.31 1 0.25 1 4.98 1 4.461 0.44 1 0.30 1 0.44 0.00 1 0.00 0.00
Reach 1! 1 1 I 1 1 1 I 1 1 1 1 1
! 1 1 1 I 1 I I 1 1 I 1 1 I
Segment 1 1 0.851 9.700.263 1 1.26 1 0.31 1 0.25 1 5.11 1 4.581 0.44 1 0.30 1 0.44 ! 0.00 1 0.00 1 0.00
Reach 2
1
Segment 1 1 2.111 28.40! 0.360 11.09 i 0.43 1 0.34 120.55 1 18.431 0.73 1 0.50 0.73 1 0.00 1 0.00 0.00
Reach 3 1 I 1 1 1 I i 1 1 1 1 1 !
1 1 1 1 I I 1 1 1 ! 1 1 I
Segment 1 1 2.201 4.001i 0.206 1 1.46 1 0,28 1 0.22 1 1.65 1 1.48! 0.44 1 0.30 1 0.44 1 0.00 10.00 1 0.00
Reach 4! 1 ! 1 1 1 1 I 1 1 I 1 1
1 1 1 I ! 1 I 1
Segment 1 1 2.901 4.0011 0.327 1 2.02 1 0.28 i 0.22 1 1.89 1 1.701 0.44 10.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 5 1 1 1 1 1 1 I 1 1 I 1 I !
I I I I I ! ! l 1 1 1 1 I I
Segment 1 1 0.65I 2.401 0.293 1 2.20 1 0.27 1 0.21 1 1.02 1 0.921 0.44 1 0.30 1 0.44 1 0.00 1 0.00 10.00
Reach 6 1 1 1 1 I ! 1 1 1 1 1 1 I
I Flaw ! CBOD 1 NI3OD I D.O. I
1 cfs 1 mu/1 I mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 6.200 I 57.000 I 9. 000 1 5.000
Headwaters' 3.910 1 2 .000 1 1 .000 1 7. 440
Tributary 1 0.000 1 2.000 1 1.000 1 7. 440
* Runoff I 0.108 1 2.000 I 1.000 1 7 . l..1.40
Segment 1 Reach 2
Waste 1 0.000 I 0„000 i C).[_)(-) ► 0.000
Tributary 1 0.330 i 2.000 1 1.000 1 7.440
* Rin icr f• f I 0.087 )87 I 2.000 0 1 1.000 1 7.440
Segment 1 Reach 3
Watste 1 C).00[) I 0.000
Tributary I 0o000 I 2.000
•* Runoff I 0.087 I 2.000
o.i_) iii
1.000
1.000
0.000
7.440
7.440

. 8e ment 1 Reach 4
Wa to i 0.000 I 0.000 I 0.00x: I 0.000
Tr butary I 0.000 I 2.000 I 1.000 I 7.440
* t.anO ff I 0.087 I 2.000 I 1 .000 I 7.440
8e ment 1 Reach
Wa t o I 0.000 I 0.000 I 0.000 I 0.000
Tr ' butary 1 12.300 I 2.000 I 1.000 I 7.440
* unc'ff i 0.697 I 2.000 1 1.000 I 7.440
8e ment 1 Reach 6
Wa to I 0.000 I 0.000 I 0.000 I 0.000
Tr ' butary I 0.370 I 2.0c:0 l 1.000 I 7.440
* unc'ff I 0.000 I 2.000 i 1.000 I 7.440
* Runoff flow is in cfs/mile

SUMMER
SPECULATIVE SUMMER
0W= 4.0 MGD
I Seg # I Reach :I# I Seg Mi I D. O. I CLOD l NBOD I Flow I
1 1 0.00 5.94 35.73 5.91 10.11
1 1 0.10 5.90 35.43 5.84 10.12
1 1 0.20 5.86 35.13 5.77 10.13
1 1 0.30 5.83 34.84 5.71 10.14
1 1 0.40 5.80 34.55 5.64 10.15
1 1 0.50 5.79 34.26 5.58 10.16
1 1 0.60 5.77 33.97 5.52 10.17
1 1 0.70 5.76 33.69 5.45 10.19
1 1 0.80 5.75 33.40 5.39 10.20
1 1 0.90 5.75 33.12 5.33 10.21
1 1 1.00 5.75 32.85 5.27 10.22
1 1 1.10 5.75 32.57 5.21 10.23
1 1 1.20 5.76 32.30 5.15 10.24
1 2 1.15 5.81 31.35 5.02 10.57
1 2 1.25 5.83 31.10 4.97 10.58
1 2 1.35 5.84 30.86 4.91 10.59
1 2 1.45 5.86 30.61 4.86 10.60
1 2 1.55 5.87 30.37 4.81 10.60
1 2 1.65 5.89 30.13 4.76 10.61
1 2 1.75 5.91 29.89 4.70 10.62
1 2 1.85 5.92 29.65 4.65 10.63
1 2 1.95 5.94 29.41 4.60 10.64
1 3 1.94 5.94 29.41 4.60 10.64
1 3 2.04 6.40 29.18 4.54 10.65
1 3 2.14 6.72 28.94 4.48 10.66
1 3 2.24 6.95 28.71 4.43 10.67
1 3 2.34 7.11 28.48 4.37 10.67
1 3 2.44 7.23 28.25 4.31 10.68
1 3 2.54 7.32 28.03 4.25 10.69
1 3 2.64 7.38 27.80 4.20 10.70
1 3 2.74 7.42 27.58 4.14 10.71
1 3 2.84 7.46 27.36 4.09 10.72
1 3 2.94 7.48 27.14 4.04 10.73
1 3 3.04 7.50 26.92 3.99 10.73
1 3 3.14 7.52 26.71 3.93 10.74
1 3 3.24 7.53 26.49 3.88 10.75
1 3 3.34 7.54 26.28 3.83 10.76
1 3 3.44 7.55 26.07 3.78 10.77
1 3 3.54 7.56 25.86 3.73 10.78
1 3 3.64 7.57 25.65 3.68 10.79
1 3 3.74 7.58 25.45 3.64 1 0.80
1 3 3.84 7.58 25.24 3.59 10.80
1 3 3.94 7.59 25.04 3.54 10.81
1 3 4.04 7.60 24.84 3.50 10.82
1 4 4.04 7.60 24.84 3.50 10.82
1 4 4.14 7.39 24.62 3.45 10.83
1 4 4.24 7.19 24.40 3.40 10.64
1 4 4.34 7.01 24.19 3.36 10.85
1 4 4.44 6.83 23.97 3.31 10.86
1 4 4.54 6.67 23.76 3.27 10.87
1 4 4.64 6.52 23.55 3.22 10.87
1 4 4.74 6.37 23.34 3.18 10.88
1 4 4.84 6.24 23.13 3.14 10.69
1 4 4.94 6.11 22.93 3.09 10.90
1 4 5.04 6.00 22.73 3.05 10.91
1 4 5.14 5.89 22.53 3.01 10.92
1 4 5.24 5.78 22.33 2.97 10.93
1 1. c: WA AO Pa _ 1 q P _ 9q 10.9R

1 4 5.44 5.60 21.98 2.89 10"94
Zr 1 4 5.54 5.52 21.74 2.85 10.95
-
1 4 5"64 5.44 21.55 2"81 10.96
1 4 5"74 5.37 21.36 2.77 10.97
1 4 5.84 5.31 21.17 2.74 10"98
1 4 5.94 5.25 20"98 2.7(-.) 10.99
1 4 6.04 5.19 20.80 2.66 11.00
1 4 6.1A. 5.14 20.61 2.63 11.00
1 4 6.24 5.10 20.43 2.59 11.01
1 5 6.24 6=38 10.71 1.75 23.31
1 5 6.34 6.88 10.62 1"74 28.88
1 5 6.44 6.34 10.54 1.72 23.45
1 5 6.54 6.34 10.46 1.70 28.52
1 5 6.64 6.34 10.38 1"69 23"59
1 5 6.74 6.35 10.31 1.67 23.66
1 5 6.84 6.85 10"23 1.66 23.73
1 5 6.94 6.35 10.15 1.64 23.80
1 5 7"04 6"36 10.07 1.62 23.87
1 5 7.14 6.36 10.0A 1.61 23.94
1 5 7"24 6.37 9.92 1.59 24.01
1 5 7.34 6.37 9.85 1.58 24.08
1 5 7"44 6.38 9.78 1.57 24.15
1 5 7.54 6.89 9.70 1.55 24.22
1 5 7.64 6.89 9.68 1.54 24.29
1 5 7.74 6.40 9.56 1.52 24.36
1 5 7.84 6.40 9.49 1.51 24.43
1 5 7"94 6.41 9.42 1.49 24.50
1 5 8.A4 6.42 9.35 1.48 24.57
1 5 8.14 6.43 9.28 1.47 24.64
1 5 8"24 6.43 9.21 1.45 24.71
1 5 8.34 6.44 9.14 1.44 24.78
1 5 8.44 6.45 9"07 1.48 24.85
1 5 8.54 6.46 9"01 1.41 24.92
1 5 8.64 6.47 8"94 1.40 24.99
1 5 8.74 6.47 8.88 1.39 E25.06
1 5 8.84 6"48 8.81 1.88 25.13
1 5 8.94 6.49 8.75 1.36 25.20
1 5 9.04 6.50 8.68 1"85 25.26
1 5 9.14 6.51 8.62 1.34 25.33
1 6 9.09 6.52 8.52 1.34 25.70
1 6 9.19 6.50 8"48 1.32 25.70
1 6 9.29 6.48 8.43 1.31 25"70
1 6 9.39 6.46 8"38 1.30 25"70
1 6 9.49 6"44 8.33 1.29 25.70
1 6 9.59 6.42 8.29 1.28 25.70
1 6 9"69 6.40 B.24 1.26 25"70
Lil

WINTER
SPECULATIVE WINTER
---------- MODEL RESULTS ----------
Discharger � : YADKINVILLE WWTP
Receiving Stream : NORTH DEEP CREEK
�
The End D.O. is 8.26 mg/l.
The End CBOD is 15.98 mg/l.
The End NBOD is 2.92 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
DO Min
('mg/l) Milepoint Reach #
5.73 0.00 1
i
/
UU /��� 1.
_ —~
^ �^'�
/V/��~8/ ��
' / �� 'v
vq/7 � 7- �
�/[/ __ �� �w�l' �_' /
�/
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l) (mg/l) (mg/l) (mgd)
130.00 19.60 0.00 4.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.O0 0.00000
0.00 0.00 0.00 0.00000
� .
' / — °7 g R

*** MODEL SUMMARY DATA ***
Discharger 4 YADKI NV I LLE WWTF'
Receiving Strea d NORTH DEEP CREEK
Summer 7010 4 3.91
Design Temperat re: 14.0
Subbasin o 030702
Stream Class: WS-IV
Winter 7010 a 10.03
!LENGTH! SLOPE) VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOD 1 SOD
I mile 1 ftlei fps 1 ft !design! 820° Idesignl 820° 'design! 320° Idesignl 320° Idesign! 820°
1 1 1 1 1 1 1 1 1 1 l 1
Segment 1 1 1.201 9.701 0.440 1 1.35 1 0.21 1 0.27 ( 4.87 1 5.551 0.19 1 0.30 1 0.19 1 0.00 k 0.00 1 0.00
Reach 1 l 1 k 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.851 9.701 0.448 1 1.38 1 0.21 1 0.27 1 4.96 1 5.651 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
Reach 2 I 1 1 1 1 1 1 1 1 1 1 1 1
( 1 I
Segment 1 1 2.111 28.401
Reach 3 1 1 I
k I I I I 1 1 1 I 1 I
0.616 1 1.19 1 0.32 1 0.42 119.97 1 22.761 0.32 ! 0.50 1 0.32 1 0.00 1 0.00 1 0.00
I I 1 I I 1 1 1 1 1
! 1
Segment 1 1 2.201 4.001
Reach 4 1 1 I
I 1 ! I I 1 I 1 1 I 1
0.353 1 1.60 1 0.17 1 0.23 1 1.61 1 1.831 0.19 ( 0.30 1 0.19 1 0.00 1 0.00 1 0.00
1 I I l ! 1 1 1 1 I
1 1 1
Segment 1 1 2.901 4.001
Reach 5 1 1 1
1 1 1 1 1 1
0.527 1 2.19 1 0.18 k 0.23 1 1.63 1 1.861 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
i I I I I 1 1 1 1 1
k 1 1
Segment 1 1 0.651 2.401
Reach 6 1 1 I
I 1 I I 1 1 1 1 I 1 I
0.456 1 2.37 1 0.17 1 0.22 1 0.85 1 0.961 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
I I i i I 1 1 1 1 1
1 Flow 1 CBOD 1 NBOD 1 D.C. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segm nt 1 Reach 1
Waste 1 6.200 1130.000 1 19.600 1 0.000
Headwaters l 10.030 i 2.000 00 1 1.000 i 9.280
Tr i b► t ar y 1 0.000 1 2.000 1 1.000 i 9.280
* Ru a f f I 0.225 1 2.000 1 1.000 1 9.280
Segm nt 1 Reach 2
Wast I 0.000 1 0.000 1 0.000 1 0.000
Trib terry I 0.530 i 2.000 1 1.000 1 9.280
* Ru o f f 1 0.203 I 2.000 1 1.000 1 9.280
Segm nt 1 Reach 3
Wast I 0.000 i 0.000 ( 0.000 I 0.000
Tributary i 0.000 I 2.000 i 1.000 1 9.280
* Ruoff 1 0.203 1 2.000 1 1.000 1 9.280

8etjment 1 Reach 4
Waste 1 0.000 1 0a0c:o I 0„000 I 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* R tnc'f f 1 0.203 1 2.000 1 1.000 I 9.280
Beg ent 1 Reach 5
Was e 1 0.000 1 0.000 1 0.000 1 0.000
Tr i u tary 1 24.090 1 2.000 1 1.000 1 9.280
* R .tnc'f f 1 0.000 1 2.000 1 1.000 1 9.280
Seg ent 1 Reach 6
Was e 1 0.000 1 0.00x: 1 0.000 1 0.000
Tr i {• utary 1 0.670 I 2.000 1 1.000 1 9.280
* R tnc'f f 1 0.000 1 2.000 1 1.000 1 9.280
unc'ff flow is in cfs/mi 1e

l Seg # I Reach
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 2
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 3
1 3
1 3
1 3
1 3
1 3
1 3
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
WINTER
SPECULATIVE WINTER
OW=4.0 MOD
I Seg Mi I D.O. I CLOD I NBOD I Flow l
0.00 5.73 50.90 8.11 16.23
0.10 5.88 50.68 8.07 16.25
0.20 6.01 50.47 8.04 16.28
0.30 6.13 50.26 8.01 16.30
0.40 6.25 50.05 7.98 16.32
0.50 6.36 49.84 7.95 16.34
0.60 6.46 49.63 7.92 16.37
0.70 6.56 49.42 7.89 16.39
0.80 6.65 49.21 7.86 16.41
0.90 6.74 49.01 7.83 16.43
1.00 6.82 48.80 7.80 16.46
1.10 6.90 48.60 7.77 16.48
1.20 6.97 48.39 7.74 16.50
1.15 7.04 46.95 7.53 17.03
1.25 7.11 46.76 7.50 17.05
1.35 7.17 46.58 7.48 17.07
1.45 7.24 46.40 7.45 17.09
1.55 7.29 46.21 7.42 17.11
1.65 7.35 46.03 7.40 17.13
1.75 7.40 45.85 7.37 17.15
1.85 7.45 45.67 7.34 17.17
1.95 7.50 45.49 7.32 17.19
1.94 7.50 45.49 7.32 17.19
2.04 7.85 45.29 7.29 17.21
2.14 8.14 45.10 7.26 17.23
2.24 8.38 44.90 7.23 17.25
2.34 8.58 44.71 7.20 17.27
2.44 8.74 44.52 7.17 17.29
2.54 8.88 44.33 7.14 17.31
2.64 8.99 44.14 7.11 17.33
2.74 9.08 43.95 7. 08 17.35
2.84 9.15 43.76 7.05 17.38
2.94 9.22 43.57 7.02 17.40
3.04 9.27 43.39 6.99 17.42
3.14 9.31 43.20 6.96 17.44
3.24 9.35 43.02 6.93 17.46
3.34 9.38 42.83 6.91 17.48
3.44 9.40 42.65 6.88 17.50
3.54 9.42 42.47 6.85 17.52
3.64 9.44 42.29 6.82 17.54
3.74 9.46 42.11 6.79 17.56
3.84 9.47 41.93 6.77 17.58
3.94 9.48 41.75 6.74 17.60
4.04 9.49 41.57 6.71 17.62
4.04 9.49 41.57 6.71 17.62
4.14 9.37 41.40 6.68 17.64
4.24 9.25 41.23 6.65 17.66
4.34 9.14 41.06 6.63 17.68
4.44 9.02 40.89 6.60 17.70
4.54 8.92 40.72 6.57 17.72
4.64 8.81 40.56 6.54 17.74
4.74 8.72 40.39 6.51 17.76
4.84 8.62 40.23 6.49 17.78
4.94 8.53 40.06 6.46 17.80
5.04 8.44 39.90 6.43 17.82
5.14 8.35 39.74 6.40 17.84
5.24 8.27 39.57 6.38 17.86
4 !.
i 'Di. c7 l o '3o "Li L. '=2 ml i '7 PP

1
1
s 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 6
1 6
1 6
I Seg 4# I Reach
ON for, Oror- LA00Ln0cRcncn00totoLA0cnLn00LnLgCnCncnLgtotoCn[.nCncry 4> -P.4>4>
5.44 8.11 39.25 6.32 17.90
5.54 8.03 39.09 6.30 17.92
5.64 7.96 38.93 6.27 17.94
5.74 7.89 38.77 6.24 17.96
5.84 7.82 38.61 6.22 17.98
5.94 7.76 38.46 6.19 18.00
6.04 7.70 38.30 6.17 18.02
6.14 7.64 38.14 6.14 18.04
6.24 7.58 37.99 6.11 18.07
6.24 8.55 17.42 3.19 42.16
6.34 8.54 17.39 3.18 42.16
6.44 8.53 17.35 3.18 42.16
6.54 8.52 17.32 3.17 42.16
6.64 8.52 17.28 3.16 42.16
6.74 8.51 17.25 3.16 42.16
6.84 8.50 17.21 3.15 42.16
6.94 8.49 17.18 3.14 42.16
7.04 8.48 17.14 3.14 42.16
7.14 8.48 17.11 3.13 42.16
7.24 8.47 17.07 3.12 42.16
7.34 8.46 17.04 3.12 42.16
7.44 8.46 17.00 3.11 42.16
7.54 8.45 16.97 3.10 42.16
7.64 8.44 16.93 3.09 42.16
7.74 8.44 16.90 3.09 42.16
7.84 8.43 16.86 3.08 42.16
7.94 8.43 16.83 3.07 42.16
8.04 8.42 16.79 3.07 42.16
8.14 8.42 16.76 3.06 42.16
8.24 8.41 16.73 3.05 42.16
8.34 8.41 16.69 3.05 42.16
8.44 8.40 16.66 3.04 42.16
8.54 8.40 16.62 3.03 42.16
8.64 8.39 16.59 3.03 42.16
8.74 8.39 16.56 3.02 42.16
8.84 8.38 16.52 3.01 42.16
8.94 8.38 16.49 3.01 42.16
9.04 8.38 16.45 3.00 42.16
9.14 8.37 16.42 2.99 42.16
9.09 8.39 16.20 2.96 42.83
9.19 8.37 16.16 2.96 42.83
9.29 8.34 16.12 2.95 42.83
9.39 8.32 16.09 2.94 42.83
9.49 8.30 16.05 2.93 42.83
9.59 8.28 16.02 2.93 42.83
9.69 8.26 15.98 2.92 42.83
I Seg Mi I D.O. I CLOD I NBOD I Flow caw I

(/—, j " y� 5,g /�7
_
---------- MODEL RESULTS
Discharger : YADKINVILLE WWTP
Receiving Strean : NORTH DEEP CREEK
The End D.O. is
The End CBOD is
The End NBOD is
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
6.29 mg/l.
8.71 mg/l.
1.37 mg/l.
SUMMER
SPECULATIVE SUMMER
QW=5.0 MGD
� WLA WLA WLA
DO n CBOD NBOD DO Waste Flow
( > Milepoint Reach # (mg/l) (mg/1) (mg/1) (mgd)
__________
.06 6.24 4
52.00
0.00
0.00
0.00
0.00
0.00
9.00
0.00
0.00
0.00
0.00
0.00
/ � �-� ���7 ~ �� ��
�OD5~ �� (�/K � �, ~/ /� � *� ^ L/ ~
5.00
0.00
0.00
0.00
0.00
0.00
5.00000
0.00000
0.00000
0.00000
0.00000
0.00000

N.
Vdoci �, , 4J) AV rata Mat I;001 /, 2 Ntbp
*** MODEL SUMMARY DATA ***
Discharger a YADK I NV I LLE WWTP Subbas i n : 030702
Receiving Stre m a NORTH DEEP CREEK Stream Class: WS-IV
Summer 7010 a 3.91 Winter 7010 a 10.03
Design Temperat tres 25.0
'LENGTH' SLOP :I VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOD 1 SOD
1 mile I ft/o 1 fps 1 ft Idesignl 320° Idesignl 320° !design' 820° Idesignl 320° 'design' u0°
1
Segment 1 1 1.201 9.70
Reach 1 1 I
1 1 1 1 1 1 1 1 1 1 1 I
0.256 1 1.23 1 0.31 1 0.25 1 4.98 1 4.461 0.44 { 0.30 1 0.44 1 0.00 1 0.00 1 0.00
1 1 1 1 1 1 1 1 1 1 1
I 1 !
Segment 1 1 0.851 9.70 0.263 1 1.26 1 0.31 1 0.25 1 5.11 1 4.581 0.44 1 0.30 i 0.44 1 0.00 1 0.00 1 0.00
Reach 2 l 1 1 1 1 I 1 1 1 1 1 I
1 1 1 1 1 I
Segment 1 1 2.111 28.40 0.360 { 1.09 1 0.43 1 0.34 120.55 1 18.431 0.73 1 0.50 1 0.73 1 0.00 1 0.00 { 0.00
Reach 3 1 1 1 1 1 1 1 1 1 1 1 {
I 1 1 1 1 1 1 1
Segment 1 1 2.201 4.001 0.206 1 1.46 1 0.28 1 0.22 1 1.65 1 1.481 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 4 1 1 1 1 1 1 1 1 1
I 1 I
Segment 1 1 2.901 4.001
Reach 5 I 1 I
1 1 1 1 1 I
0.327 1 2.02 1 0.28 1 0.22 1 1.89 1 1.701 0.44 { 0.30 1 0.44 1 0.00 1 0.00 1 0.00
I I I I 1 1 1 1 1 1
1 1 1
Segment 1 1 0.651 2.401
Reach 6 1 1 1
1 I I I 1 1 1 1 1 I I
0.293 1 2.20 { 0.27 1 0.21 1 1.02 1 0.921 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
I 1 1 1 1 1 1 1 1 1
Segm
Wast
Head
Trib
* Ru
1 Flow { CBOD { NBOD 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
ant 1 Reach 1
} 1 7.750 I 52.000 1 9.000 I 5.000
ya t er s 1 3.910 1 2.000 1 1.000 1 7.440
t t a r y 1 0.000 i 2.000 I 1 .000 1 7.440
co f f 1 0.108 I 2.00c:1 { 1.000 1 7.440
Segm rtt 1 Reach 2
Wast 1 0.0 00 i 0.000 i 0.00n0 1 0.0c)0
Trib ttary 1 0.330 1 2.000 i 1.000 I 7.440
* Rutoff 1 0.087 i 2.000 1 1 .000 { 7.440
Segment 1 Reach 3
Wast 1 0.000 i 0.000 i 0.000 1 0.000
Tributary 1 0.0c:)0 I 2.000 1 1.000 i 7.440
* Raba f f 1 0.087 1 2.000 1 1 .000 1 7.440

. Seg ent 1 Reach 4
Was e I 0.000 I 0.000 I 0.000 I 0.000
Tri Mutary I 0.000 I 2.000 I 1.000 I 7„440
* R .cno f f I 0.087 I 2.000 I 1.000 I 7.440
Seg ent 1 Reach 5
Was e I 0.000 I 0.000 I 0.000 I 0.000
Tri uutary I 12.300 I 2n000 I 1.000 1 7.440
* Runoff 1 0.697 I P.000 I 1.000 I 7.440
Seg
Was
Tri
* Rc..
ent 1 Reach 6
e I 0.000 I 0a000 I CA0 0 i 0w0c:)0
u t ar y l 0.370 I 2.000 I 1.000 x:x I 7.440
nof f 1 0.000 I 2.000 I 1.000 I 7.440
'unoff flow is in cfs/mile

SUMMER
SPECULATIVE SUMMER
QW=5.0 MGD
/ Seg If | Reach # | 8eg Mi | D.O. > CBOD | NBOD | Flow /
1 1 0.00 5.82 85.23 6.32 11.66
1 1 0.10 5.79 84"94 6.25 11.67
1 1 0"20 5"76 34.65 6,18 11.68
1 1 0.30 5.74 34.37 6.11 11.69
1 1 0"40 5.72 34.09 6.04 11.70
1 1 0.50 5.71 83.80 5.97 11.71
1 1 0.60 5.71 38.53 5.90 11.72
1 1 0.70 5"70 33.25 5.84 11.74
1 1 0.B0 5.70 32.98 5.77 11.75
1 1 0.90 5.70 32.70 5,71 11.76
1 1 1.00 5.71 32.43 5"64 11.77
1 1 1.10 5.71 32.17 5.58 11.78
1 1 1.20 5"72 31.90 5.52 11.79
1 2 1"15 5.77 31.09 5.39 12.12
1 2 1.25 5"79 30.84 5.34 12.18
1 2 1.85 5.80 80.60 5.28 12.14
1 2 1.45 5.B2 30.36 5.22 12.15
1 2 1.55 5.84 30.12 5.17 12.15
1 2 1.65 5.86 29.89 5.11 12.16
1 2 1.75 5.88 29.65 5.05 12"17
1 2 1.85 5.89 29.42 5.00 12.18
1 2 1"95 5.91 29.19 4.95 12.19
1 3 1.94 5.91 29.19 4.95 12.19
1 3 2.04 6.37 28"96 4.88 12.20
1 3 2.14 6.70 28.73 4.82 12.21
1 3 2.24 6.93 28"50 4.76 12.22
1 3 2.34 7.10 28.27 4.70 12.22
1 3 2.44 7.22 28.05 4.68 12.28
1 3 2.54 7.31 27.83 4.57 12.24
1 3 2.64 7.37 27.61 4.52 12.25
1 3 2.74 7.41 27.39 4.46 12.26
1 3 2.84 7.45 27.17 4.40 12"27
1 3 2.94 7.48 26.96 4.84 12.28
1 3 3.04 7.50 26.74 4.29 12.28
1 3 3.14 7.51 26.58 4.23 12.29
1 3 3.24 7.58 26.82 4.18 12.30
1 3 8.34 7.54 26.11 4.12 12.31
1 3 3.44 7.55 25"91 4,07 12"32
1 3 8.54 7.56 25"70 4.02 12.33
1 3 3.64 7.56 25.50 3"96 12.34
1 3 3.74 7.57 25.30 3.91 12.35
1 3 3.84 7.58 25.10 3"86 12.85
1 3 3.94 7.58 24"90 3.81 12.36
1 3 4.04 7"59 24.70 3.76 12"37
1 4 4.04 7.59 24.70 3.76 12.37
1 4 4.14 7.38 24.48 3.71 12.38
1 4 4.24 7.18 24.27 3.66 12"39
1 4 4.34 6.99 24.06 3.61 12.40
1 A. 4.44 6.82 23.84 3.56 12.41
1 4 4"54 6.65 28.64 3.52 12.42
1 4 4.64 6.50 23.48 3.47 12.42
1 4 4.74 6.35 28.22 3"42 12.43
1 4 4.84 6.22 28.02 3.38 12.44
1 4 4.94 6.09 22.82 3.33 12.45
1 IF 5.04 5.97 22.62 8.29 12.46
1 4 5.14 5.86 22.42 3.24 12.47
1 4 5.24 5"76 22"22 8.20 12.48
= "^ = '' '`in ^'` in .1 1-- 1� ^in

5.44 5.57 21.84 3.11 12.49
5"54 5.49 21.64 3.07 12.50
5.64 5.41 21.46 3.03 12.51
5.74 5.34 21.27 2.99 12.52
5.84 5.28 21.08 2.95 12.53
5.94 5.22 20.90 2.91 12.54
6"04 5.16 20.71 2.87 12.55
6"14 5.11 20.58 2.83 12"55
6.24 5.06 20.35 2.79 12.56
6.24 6.24 11.27 1.91 24.86
6.84 6.24 11.19 1.89 24.93
6.44 6"24 11.11 1.87 25.00
6"54 6.24 11.02 1"85 25.07
6.64 6.25 10.94 1"83 25.14
6.74 6.25 10.86 1.82 25.21
6.84 6.25 10.78 1"80 25.28
6.94 6.26 10.70 1.78 25.35
7.04 6.26 10.62 1.77 25.42
7.14 6.26 10.54 1.75 25.49
7"24 6.27 10.46 1.73 25.56
7.34 6.27 10.39 1.72 25.63
7.44 6.28 10.81 1"70 25.70
7.54 6.28 10.23 1.69 25.77
7"64 6.29 10.16 1.67 25"84
7.74 6.30 10.08 1.65 25.91
7.84 6.30 10.01 1.64 25.98
7.94 6.31 9.94 1.62 26.05
8.04 6.32 9.86 1.61 26.12
8.14 6.33 9.79 1.59 26.19
8"24 6"88 9.72 1.58 26"26
8.34 6.34 9.65 1.56 26.38
8"44 6"35 9.58 1"55 26.40
8"54 6.36 9.51 1.54 26.47
8"64 6.36 9.44 1.52 26"54
8.74 6.37 9.37 1.51 26.61
8"84 6.88 9.30 1.49 26"68
8"94 6.39 9.24 1.48 26.75
9"04 6.40 9.17 1.47 26.81
9.14 6.41 9.10 1.45 26.88
9"09 6.42 9.01 1"45 27.25
9.19 6.40 8.96 1.44 27.25
9.29 6.37 8.91 1"42 27.25
9.89 6"35 8"B6 1"41 27.25
9"49 6.38 8.81 1,40 27.25
9.59 6.31 8.76 1.38 27"25
9.69 6.29 8.71 1.87 27.25
Seg Mi' | D.O. | CBOD | NBOD \ Flow |

----- MODEL RESULTS
Discharger : YADKINVILLE WWTP
Receiving Stream : NORTH DEEP CREEK
The End O.O. is 8.80 mgZi.
The End CBOD is 15.42 mgZi.
The End NBOD is 3.13 mgZi.
---------------------------
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
DO Min
(mg/1) Milepoint Reach #
5.24 0.00 1
WINTER
SPECULATIVE WINTER
QW=5.0 MGD
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
104.00
0.00
0.00
0.00
0.00
0.00
0,05- 110/c& 1 \ �
1440)4.
9/L
/ � .
� � � 02' / fl § „a 0
�� � c� A (al( � �� �
18.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00000
0.00000
0.00000
0.00000
0.00000
0.00000
� �

*** MODEL SUMMARY DATA ***
Discharger : YADKINVILLE WWTP
Receiving Stream : NORTH DEEF' CREEK
Summer 7010 : 3.91
Design Temperature: 14.0
ILENGTHI SLOPE
I mile 1 ft/ai
S u b b a s i n : 030 702
Stream Class: WS-IV
Winter 70.10 : 10.03
VELOCITY 1 DEPTHI Kd 1 Kd 1 Ka I Ka I KN 1 KN 1 KNR I KNR i SOD 1 SOD
fps 1 ft !design! 320° Idesignl 320° Idesignl 8204 Idesignl a20° ldesign i 920°
! 1 I 1 1 1 1 1 1 1 1 1 1 I
Segment 1 1 1.201 9.701 0.440 1 1.35 1 0.21 1 0.27 14.87 1 5.551 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
Reach 1 l 1 1 1 1 1 1 1 I
I I I
Segment 1 1 0.851 9.701
Reach 2 I t 1
! I l 1 l 1 1 1 I I 1
0.448 1 1.38 1 0.21 1 0.27 1 4.96 1 5.651 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
I I t 1 l I I 1 1 1
1 1 I
Seg©ent 1 1 2.111 28.401
Reach 3 1 1 1
I I t I 1 1 1 { 1 1 1
0.616 1 1.19 1 0.32 1 0.42 119.97 1 22.761 0.32 1 0.50 1 0.32 1 0.00 1 0.00 10.00
I l I I I 1 1 1 1 1
I I 1
Segment 1 1 2.201 4.001
Reach 4 1 I 1
I
0.353 1 1.60 1 0,17 1 0.23 1 1.61 1 1.831 0.19 10.30 1 0.19 10.00 1 0.00 1 0.00
I I I ! 1 1 1 I 1 1
l 1 1
Segment 1 1 2.901 4.001
Reach 5 1 1 I
I 1 1 t I 1 1 1 1 1 I
0.527 1 2.19 1 0.18 1 0.23 1 1.63 1 1.861 0.19 1 0.30 1 0.19 1 0.00 1 0.00 10.00
I I I I I 1 I 1 1 1
1 I
Segment 1 1 0.651 2.401
Reach 6 1 1 1
I t I i I 1 I 1 1 1 l
0.456 1 2.37 1 0.17 1 0.22 1 0.85 1 0.961 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
I I I ! I I 1 1 1 1
1 Flow I CLOD 1 NBOD 1 D.O. I
1 cfs 1 mg/I 1 mg/1 1 mg/1 I
Segm nt 1 Reach 1
Waste 1 7.750 1104.000 1 18.000 1 0.000
Headwaters 1 10.030 1 2.000 1 1 .000 1 9.280
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* Ru>7off i 0.225 1 2.000 i 1.000 1 9.280
Segm nt 1 Reach 2
Worst i 0.000 r00 i 0.000 i 0.000 1 0.000
0c:r0
Tr- ib rtary i 0.530 1 2.000 1 1.000 I 9.280
* Rut Goff 1 0.203 1 2.000 1 1.000 I 9.280
Segm nt 1 Reach 3
Wast� 1 0.000 I 0.000 i 0.000 I 0.000
Tributary I 0.000 1 2.000 1 1.000 1 9.280
* Ruoff 1 0.203 203 1 2.000 t 1.000 r00 i 9.280

Segment 1 Reach 4
Was e 1 0.000 c: 0 1 0.000 i 0.000 I 0.000
Tri ■utary i 0.000 1 2.000 1 1.000 1 9.280
* R cnof f I 0.203 i 8.000 I 1.000 I 9.280
Seg ent 1 Reach 5
Was ► e I 0.000 1 0.000 I 0.000 I 0.000
Tr i utary I 24.090 I 2.000 1 1.000 I 9.280
* RL ncff I 0.000 I 2.000 I 1.000 I 9.280
Seg ent 1 Reach 6
Was • e I 0.000 I 0.000 i00 I 0.000 I 0.000
Tril utary I 0.670 1 2.c:x:)0 I 1.000 I 9.280
* Ri. nctff 1 0.000 I 2.000 1 1.000 I 9.280
unoff flaw is iri cfs/mile

I Seg # l Reach
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 2
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 3
1 3
1 3
1 3
1 3
1 3
1 3
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
WINTER
SPECULATIVE WINTER
QW = 5.0 MGD
I Seg Mi I D.O. I CBOD I NBOD I Flow I
0.00 5.24 46.46 8.41 17.78
0.10 5.42 46.27 8.38 17.80
0.20 5.60 46.08 8.35 17.83
0.30 5.76 45.89 8.32 17.85
0.40 5.91 45.71 8.29 17.87
0.50 6.06 45.52 8.25 17.89
0.60 6.19 45.33 8.22 17.92
0.70 6.32 45.15 8.19 17.94
0.80 6.43 44.97 8.16 17.96
0.90 6.55 44.78 8.13 17.98
1.00 6.65 44.60 8.10 18.01
1.10 6.75 44.42 8.07 18.03
1.20 6.84 44.24 8.04 18.05
1.15 6.91 43.03 7.84 18.58
1.25 7.00 42.97 7.81 18.60
1.35 7.08 42.70 7.79 18.62
1.45 7.16 42.54 7.76 18.64
1.55 7.23 42.37 7.73 18.66
1.65 7.30 42.21 7.70 18.68
1.75 7.36 42.05 7.68 18.70
1.85 7.42 41.89 7.65 18.72
1.95 7.48 41.72 7.62 18.74
1.94 7.48 41.72 7.62 18.74
2.04 7.85 41.55 7.59 18.76
2.14 8.15 41.37 7.56 18.78
2.24 8.40 41.20 7.53 18.80
2.34 8.61 41.03 7.50 18.82
2.44 8.77 40.86 7.47 18.84
2.54 8,91 40.69 7.44 18.86
2.64 9.03 40.51 7.41 18.88
2.74 9.12 40.35 7.38 18.90
2.84 9.20 40.18 7.35 18.93
2.94 9.26 40.01 7.32 18.95
3.04 9.31 39.84 7.29 18.97
3.14 9.36 39.67 7.26 18.99
3.24 9.39 39.51 7.23 19.01
3.34 9.42 39.34 7.20 19.03
3.44 9.45 39.18 7.17 19.05
3.54 9.47 39.02 7.14 19.07
3.64 9.49 38.85 7.12 19.09
3.74 9.51 38.69 7.09 19.11
3.84 9.52 38.53 7.06 19.13
3.94 9.53 38.37 7.03 19.15
4.04 9.54 38.21 7,00 19.17
4.04 9.54 38.21 7.00 19.17
4.14 9.43 38.05 6.97 19.19
4.24 9.31 37.90 6.94 19.21
4.34 9.21 37.75 6.91 19.23
4.44 9.10 37.60 6.89 19.25
4.54 9.00 37.45 6.86 19.27
4.64 8.91 37.30 6.83 19.29
4.74 8.81 37.15 6.80 19.31
4.84 8.72 37.00 6.77 19.33
4.94 8.63 36.85 6.74 19.35
5.04 8.55 36.71 6.72 19.37
5.14 8.47 36.56 6.69 19.39
5.24 8.39 36.41 6.66 19.41
ml -ALL P 142 ' A _ P7 F, _ Aq 19 .43

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
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1
1
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1
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1
I Seg
4
4
4
4
4
4
4
4
4
0
5
5
5
0
5
5
5
5
5
5
0
5
0
0
5
0
5
0
0
5
5
0
5
0
0
0
5
0
0
6
6
6
6
6
6
6
I Reach #4
5.44 8.24 36.12 6.60 19.45
5.54 8.17 35.98 6.58 19.47
5.64 8.10 35.84 6.55 19.49
5.74 8.04 35.69 6.52 19.51
5.84 7.98 35.55 6.50 19.53
5.94 7.91 35.41 6.47 19.55
6.04 7.86 35.27 6.44 19.57
6.14 7.80 35.13 6.42 19.59
6.24 7.75 34.99 6.39 19.62
6.24 8.59 16.80 3.42 43.71
6.34 8.58 16.77 3.41 43.71
6.44 8.57 16.74 3.40 43.71
6.54 8.56 16.70 3.40 43.71
6.64 8.56 16.67 3.39 43.71
6.74 8.55 16.63 3.38 43.71
6.84 8.54 16.60 3.37 43.71
6.94 8.53 16.57 3.37 43.71
7.04 8.52 16.53 3.36 43.71
7.14 8.52 16.50 3.35 43.71
7.24 8.51 16.47 3.34 43.71
7.34 8.50 16.43 3.34 43.71
7.44 8.50 16.40 3.33 43.71
7.54 8.49 16.36 3.32 43.71
7.64 8.48 16.33 3.32 43.71
7.74 8.48 16.30 3.31 43.71
7.84 8.47 16.26 3.30 43.71
7.94 8.47 16.23 3.29 43.71
8.04 8.46 16.20 3.29 43.71
8.14 8.46 16.17 3.28 43.71
8.24 8.45 16.13 3.27 43.71
8.34 8.45 16.10 3.26 43.71
8.44 8.44 16.07 3.26 43.71
8.54 8.44 16.03 3.25 43.71
8.64 8.43 16.00 3.24 43.71
8.74 8.43 15.97 3.24 43.71
8.84 8.42 15.94 3.23 43.71
8.94 8.42 15.90 3.22 43.71
9.04 8.42 15.87 3.21 43.71
9.14 8.41 15.84 3.21 43.71
9.09 8.43 15.63 3.17 44.38
9.19 8.40 15.60 3.17 44.38
9.29 8.38 15.56 3.16 44.38
9.39 8.36 15.53 3.15 44.38
9.49 8.34 15.49 3.14 44.38
9.59 8.32 15.46 3.13 44.38
9.69 8.30 15.42 3.13 44.38
I Beg Mi. I D.O. 1 CBOD I NBOD 1 Flow I