NC0023981_Speculative Limits_19940916

NPDES DOCUMENT !MANNINO COVER SHEET
NC0023981
Lenoir — Lower Creek WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Technical Correction
Instream Assessment (67b)
Speculative Limits s
Environmental Assessment (EA)
Document Date:
September 16, 1994
This document is printed oon reuse paper - ignore any
content on the re-‘rerse side

40
State -of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
vr,?1,A
LDEEF1NJR
September 16,1994
Mr. T.S. Childers, Wastewater Supervisor
Town of Lenoir
P.O. Box 958
Lenoir, N.C. 28645-0958
Subject Lenoir- Lower Creek Wastewater Treatment Plant Expansion
NPDES Permit No. NC0023981
Caldwell County
Dear Mr. Childers:
Your request for speculative effluent limits for the expansion of the Lenoir - Lower
Creek WWTP to an initial design flow of 5.0 MGD and a future design flow of 7.0 MGD
has been completed by the staff of the Technical Support Branch. As you are already
aware, a formal application will have to be submitted to the Division's Permits and
Engineering Unit to receive final effluent limitations and an environmental document will
have to be prepared because of the expansion of more than 0.5 MGD.
Based on available information, the tentative limits at 5.0 MGD for conventional
constituents are:
Summer Winter
BOD5 (mg/1) 30 30
NH3-N (mg/1) 2.2 5.2
Dissolved Oxygen 5 5
TSS (mg/1) 30 30
Fecal Coliform (#/100m1) 200 200
pH (SU) 6-9 6-9
Chlorine (µg/l) 28 28
The tentative summer and winter limits at 7.0 MGD are:
Summer Winter
BOD5 (mg/1) 17 30
NH3-N (mg/I) 2 4
Dissolved Oxygen 5 5
TSS (mg/1) 30 30
Fecal Coliform (#/100m1) 200 200
pH (SU) 6-9 6-9
Chlorine (µg/1) 28 28
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Letter to Mr. Childers
page 2
It should be noted that the tentative NH3-N limits are based on protecting Lower Creek
against instream toxicity. North Carolina is evaluating all NPDES dischargers for ammonia
toxicity following the Environmental Protection Agency (EPA) guidance to protect the
waters for an instream criteria of 1 mg/1 in the summer and 1.8 mg/1 in the winter, under
7Q10 flow conditions. Current Division procedure dictates that ammonia toxicity limits
lower than 2 mg/1(summer) and 4 mg/1 (winter) will not be assigned.
The Division of Environmental Management (DEM) is now recommending chlorine
limits and dechlorination for all new or expanding dischargers proposing the use of
chlorine for disinfection. An acceptable level of chlorine in your effluent is 28 µg/1 to
ensure protection against acute toxicity. The process of chlorination/dechlorination or an
alternate form of disinfection, such as ultraviolet radiation, should allow the facility to
comply with the total residual chlorine limit.
The instream waste concentration (IWC) at the expanded flow of 5.0 MGD is 40%
and at 7 MGD is 48%. A chronic toxicity testing requirement with quarterly monitoring
will remain a condition of the NPDES permit. A complete evaluation of limits and
monitoring requirements for metals and other toxicants will have to be addressed at the time
of formal NPDES application. Information concerning these constituents is not readily
available but the Town can assume that effluent limits and/or monitoring for cadmium,
chromium, nickel, lead, cyanide, copper, zinc, and silver will continue. Effluent
monitoring for total phosphorus and total nitrogen will be required. It is recommended that
instream monitoring for temperature, dissolved oxygen, fecal coliform, and conductivity be
continued.
This information should provide some assistance in your planning endeavors.
Final NPDES effluent limitations will be determined after a formal permit application has
been submitted to the Division. If there are any additional questions concerning this matter,
please feel free to contact Ruth Swanek or Jackie Nowell of my staff at [phone].
Ooerely,
nald L. Safrit, P.
Assistant Chief for Tec
DLS/JMN
cc: Forrest Westall
Mike Waresak, P.E., McGill Associates
Bobby Blowe
Central Files
WLA File

WHOLE EFFLUENT TOXICITY TESTING 0[SELF-MONITORING SUMMARY] Mon. Apr 18, 1994
mot Tr" REQUIREMENT
I.AKI' WACC AMAW W\YI'P PIiRM C1112 LIM: 90%
NCU021881/00I Degin:3/1193 Iinilnrnry: r,, WI' A MAR JUN SEP DEC
('uunty:C(21.1)MBI1S Rrgi.nc Wlki. Snbbasin:l.l1M.%
PP: 0.4 Special
7Q10: 0.0 IWC(%): 100.0 Order:
NonComp:SING1.13
YEAR 1AN II:B MAR APR MAY JIIN 1111. AIIG SEP OC'1' NOV
90 -- -. ... - ... _- .- - _. - .- --
-.- - ... _. ... ... -- 32.28' 21.78' 51.76'
92 46.65' 24.15' 35.35' 35.56' 101 85.15' >100' >100' 91.74' 36.6' 53.59' 35.38'
93 30.23' - FAIL FAIL PASS PASS - --- PASS -- -- FAIL
94 NR/FAIL FAIL
LAUREL IIILL PAPER CO PERM CIIR LIM:1.5% 90 --- - - PASS
NC0006041/00I Begin:12/1/93 Frequency: Q P/F A FEB MAY AUG NOV NonComp:SINGIJ3 91 PASS PASS - PASS PASS PASS WI PASS
County:RICIIMOND Region: FRO Suhbnsin: YADI6 92 - PASS --- PASS -• PASS
I'F:0.2500 Special 93 -- PASS - PASS PASS
7Q10: 25.000 IWC(%):1.52 Order. 94 - PASS
PASS bt
PASS -
PASS
PASS
I.AURINDUR(i WWfi' PERM CIIR LIM:31% 90 --- PASS PASS PASS
N(-0020656/001 Begin:12/1/93 Fngrn-ncy: Q P/F A 111B MAY AUG NOV NonComp:SING1.1i 01 --- PASS PASS PASS
('.nnny:SC(TIIAND Rag' :ORO S11hbasin:1,1IM55 02 PASS 101 - -- PASS •- •-• PASS
PF: 4 00 Special 93 - . PASS - FAIL FAIL FAIL PASS
7Q10: 13.80 IWC(%):31.00 order. 94 --• PASS
PASS
FAIL
PASS
PASS
PASS
I.AURINDURO•M/OCTON AIRPORT I'IERM CIIR LIM:1.3% y 90 PASS - PASS PASS - PASS
NC0044725/001 Begin: I I/1/93 Frequency: Q Pea A MAR JUN SEP DEC NonComp:SINGLE 91 - PASS PA -• - PASS - - PASS
County: SCOTLAND Region: FRO Subbasin: LUM5I 92 PASS PASS PA PASS - LATE PASS - PASS
PP: 1.00 Special 93 --- - PASS - PASS ••- NFUPASS
7(210:111.0 IWC(%):1.38 Order: 94 --
PASS
FAIL
PASS
PASS
i d'P PLASTICS - ma CIIR'TAR:99%
NC0036366/001 Begin:2/22/91 0rrquancy: Q P/F A FIi6 MAY AUG NOV NonComp:
('ountv:61111.10RD Region: WNW Subbnsin:CI'F08
pi:, NA •I •,'.,I
7Q10: 0.00 IWC(%): 100.0 Order:
90 60,29 11.2 NI 35.5 16.6 26.5 15.5 Mt >90
91 NONE' -- --- --- --- -- PASS -
02 --- PASS PASS PASS ---
03 - PASS - PASS --- NCVPASS -•-
04 •- PASS
NONE
>90 NONE
PASS
PASS
PASS
LEDDI;III:R (211. CO- K&J AI1'I'O SALES PIIRM CIIR LIM:1.2%(GRAD)
NC0073I 131001 13egin:2T7/91 Frequency: Q A MAR JUN SEP DEC
County:MCDOWEJ.I. Region: ARO Suhbnsin: C1030
PP:0.0144 Special
7Q10: 1.80 IWC(%):1.2 Order:
NonComp:
DO --
91 -
92 -
93 -•-
94 -
-
-
-
-
--
>90
>90
PASS
PASS
•--
-
-
-
••-
-•-
-
--
>(10
PASS
PASS
PASS
--
-
--
-
--- >tn)
- PASS
- PASS
- PASS
--•
-
-
--
-
---
-
•-
""
PASS
PASS
N1
90 -
-
--
-
-••
-•-
-
-- N
--
-
-
IJIDOMTER OIL CO. RAINBOW PANTRY NS PERM CIIR LIM:1.9%(GRA13)
NC0076011/001 Bcgin:7/19/90 Frequency: Q PIE A MAR JON SEP DEC
NonComp:
91 ---
-
--
...
---
--
---
- bl
bt
PASS
N
County:AVEERY Region:ARO Suhbnsin:l'RB06
92 PASS
PASS
PASS
••-.
•••
PASS
-•
--• PASS
--•
-•
PASS
I'F:0.0045 Special
93 --
-•
PASS
--
---
PASS
-••
--- PASS
--•
•-•
PASS
7Q10: 0.36 1WC(%): 1.9 order:
94 --
-
90 140
1,R
PASS
---
•-
PASS
-
- PASS
--
--
PASS
I.PNOIR, CITY 01.- GUNPOWDER CRlili.K PERM CIIR LIM:38%
NC0023736/001 Begin: 10/4/92 Frequency: Q Pn= A MAR JUN SEP DEC
NonComp:SINGLE
91 -
-
PASS
--
--
PASS
--
-- PASS
•-
-
PASS
County:CALDWEI.I. Region: ARO Suhbnsin: Cl1132
02 -
--
FAIL
LATE
PASS
PASS
--•
- PASS
-
-•
PASS
PE: 1.00 Special
93 --
---
PASS
---
•--
PASS
--
-- FAIL
PASS
--•
FAIL
7Q10: 2.90 IWC(%):34.83 Order:
94 PASS
---
90 -
PASS
--
---
PASS
-
-
Mir--
-
LENOIR. CITY OF- LOWER'CRf5EK W WIT PERM CUR LIM:40%
N00023981/001 Begin: I/i'/93,/ .Frequency: Q P/F A AUG NOV FEB MAY
NonComp:SINGLE
91 -
PASS .,
-
---
PASS
-
-
-
-
County:CAI.DWIII.l. Region: ARO Suhbnsin: CI1331
92 --
PASS it
-•
PASS
-
-'
--
PI':4.06 Special
93 -
PASS r
-
•--
PASS
•-
--
AMP --
-
7Q10:9.3 I\VC(%):40.13 On1er:
94 --
FAIL
PASS
re} IL
Pigs5
Y 00 PASS
•-
--•
NI
PASS
PASS
--
PA 141
fA
PASS
-
I.IEXINC;I'ON REGIUNAI. WWTT PERM CIIR LIM:56%
NC0055786/001 Begin:6/1/89 Frequency: Q P/F A Rill MAY AUG NOV
NonComp:
91 -
PASS
-
-
PASS
PASS
--
PASS --•
-
PASS
County:DAVII)SON Region: WSRO Suhbnsin: YADO7
92 -
PASSSIG
-
•-
PASS
PASS
-
PASS --
-
PASS
-
PF. 5 50 Special
93 --
PASS(s)
-
••-
PASS
PASS
--
PASS •-
-•
PASS
IQIO. o./0 IW1'('0.1: 35.'1) Ilior
04 -•-
PASS
0 2 consecutive failures= significant noncompliance Y Pre 1990 Dmn Available
LEGEND:
PERM = Permit Requirement 1.1if = Adntinistrltive Letter •Target Frequency = Monitoring frequency: Q. Quarterly; M- Monthly; BM- Bimonthly; SA- Semiannually; A• Annunlly; OWD- Only when discharging D- Discontinued monitoring requirement; IS- Conducting independent study
Begin = First month required 7Q10 = Receiving stream low flow criterion (cfs) A = quarterly monitoring increases to monthly upon single failure Months that testing must occur - ex. JAN,AI R,JUL,OCr NonComp = Current Cornplinncc Requirement
PE= Permitted now (MGM IWC% = Instreant waste concentration P/F = Pass/Fail chronictest AC = Acute CIIR=Chronic
Data Notation: f • Fathead Minnow; • • Ceriodanhnia so.: tnv - Mvsid shrimn: ChV - Chronic value: P . Mortality of staled percentage at highest concentration: al - Performed by DIEM Au Ton Groun: ht - Bad test
Repenting Notation: --- = Data not sequin -if: NR • Not reported: ( 1- Beginning of Qunncr Facility Activity Status: 1 - Inactive, N . Newly lssued(I'o construct);11- Active but not disrbarging: ►-More data available for month in question SIG = ORC signature mxded

McGILL ASSOCIATES, P.A.
�0 CONSULTING ENGINEERS
March 9, 1994
Mr. Trevor Clements
North Carolina Department of Environment,
Health and Natural Resources
Division of Environmental Management
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Clements:
WAR 1519c •
ram°`, py^' ,,,„ . rr
WYO119
RE: City of Lenoir
Lower Creek WWTP
NPDES Permit No. NC0023981
The City of Lenoir is in the planning stages of expanding their Lower Creek Wastewater
Treatment Facility located in Caldwell County. The plant is currently permitted for a capacity of 4.0
mgd and discharges into Lower Creek as shown on the attached location map. The City is anticipating
more stringent effluent limits with their upcoming NPDES permit renewal, and would like to be prepared
to provide the treatment level necessary to meet the new limits.
In order to begin the permit application for the plant modifications and expansion, we respectfully
request that you provide us with speculative permit limits for an initial design flow of 5.0 mgd and a
future design flow of 7.0 mgd from the Lower Creek WWTP. If you have any questions, please do not
hesitate to contact us.
Thank you for your cooperation in this matter.
Sincerely,
McGILL ASSOCIATES, P.A.
MIKE WARESAK, P.E.
MW/drj
Enclosure
cc: Mr. Jim Hipp
Mr. T. S. Childers
92207.01
P.O. BOX 2259 / 704/252-0575 / 38 ORANGE STREET
ASHEVILLE, NC 28802 704/252-2518 (FAX) ASHEVILLE, NC 28801

10 II
e:.,:L: 11 •u
;Am +l •
0 11 1
• „ 11,
R' I'
H
(
Chat Fla
• Cem
NO
U 1 .0 ., •
3".•
II .\l.
p
. 11
• `` ry
Ind•.
G'amewell
�, ��; '.\ P,/ 0'�''
•
;'
N 03
p •'
`
• ,
•
1
•
11
• 7
1
s .,;•
9 1
11
11
L_)
/* • .
Grand View > rrk
•Ch
•i
11
1t
•
•`a
•
,y! •,. 1087
•
n,:
n••
I I. •
L 1•
\ - '• "(PO � 1 t 1 ` • , —= — --—/zoo
.,
•
r
►ryopLENorit
LOW
CIGE6K Miller Hill •',''.i
/on• .
(
(.r
Se•
D151
t
Ch rkba
Chapel'
v
• Cr

6071C/A irk
fw: e.eZoM6
53 `1
b r— Akti ► D� ='7, 9 M, 2
9,RI
011
s1724. 4 - 7os H,
Sri
-93
7z..�
Ail mat eolau)AefP
C' 534 i Pa°r-a00rAfrd
SilFTB" OAP
L. 1412.45-au
9. �� L

LuwQ? C,Le
213 4Air-lkitJG 09/2 �.
5790
w7y7,,a
Do
(ehl„)
579 (° /42
c✓7po414
9/
ritho
riti
w7¢ nj /1-0
/
1/
1 ,Jd t
75 M,
63
//,7S
A-77
0,I
Of 28
33
r
,6,N3d..0
/.63c&
2.5 -c`S
lll2
v. 58c_6
0,9Zci5
fcif
5.3
U7'
O, 3Z
0.S/
2
/e I f
/,0
G.8
z3
5fE /£e1,rc .Q CO/c i(4o P L.,(1
?� 11/ c Rt `f)0- 8S, //,7.954i; _
- /6-fir/ 2.95
W7Qlo t� 7S.3b (o. Pz /- d.5/
Cti/c-0/,W,,I.s
5.73
95 '17 / 6 y c6�ia/
,{off•
1. 38 c73/4l
4
7jiz
QAA ' l ^(/48*-2.3)//.Om/ = /351-/32//,0,,,': 2c.7c
- 6, Z
,Pj79 -(9.97' .?43/ //,0 = 23.7?-15!2//l.0 - i,a ' '5' / '' Q � f1 /vr�v
37,3 - (S/,7
9 •f- 33, 17)�, 37.3 - 31 ,07 �,0 ' Po- - 4 77 / y if gifDrAr � O ✓ua D

Leerr-wk' l�*/Na'i I l /lrw�4i2 LGrf✓ Vdt
69- 6 9.
6•75-. - XTS-
-
,e0 = o ,7S - a, 7s
4. 9.8- 4,77 _ °fi
/Z4
& 69-/4._
6. 72. o.2Z -439
/3 9V' — /S1 = d= d,
o.7y Z72.: = 0,69
/9.60 - (oG.79- 2 s�/,' -0' �9
_ /03 /)/95 = /5%5-
3,6
5l9(_ /8,63--63,99!t-0,5St0.32- IL- o,i5')//l95�: x9�= /,,3
(/t60t-- o.sifo. 9-0,zVoot 9S = 9�= AS
nr44 = /023:3--(/off t .13 )//, 0 = /,d - /„ 3
r
C _
9f`
w7P .zS,36-f3.%)/,0 �0 = 4,951
43/ —7
Pro =/3/ —///.7s3�/1,�3 = �// = 2•57
' D. ZZ f 2V/. 82 = f3 = &,/97
3.2.67 - (o. 35-4- 3z) '/. 82 = �a 0,/7

/4,
i59-%/2-= /s- /,a „.
(-7i:w/0 = -;' �f,4G` 22,E7 /.3 - ° 7T'/.9 = 0 3b /Z�.
i s: 2 , h Li /f V - ?87
G / a
U FrFol 46 X -- _ n (T a / /1" UX
/5- - 6. /2 = /`f. 88 -V 1.5-7 . c8
(.�
u,36Y -- Al VOW = c r7o7
42C,9 - G ig =
58, 9//e,, 9 3. /
NM) +Ai-
J

Facility Z.0,,A,L1/4/1_ Wa.steflm4 (MGD) 7
Summer/Winter (circle one)
•
111
11
NH3-N (mg/1)
Potential effluent limit. combinations75777776LY
Af, /Wm 6AV,
•
MA.ff 10,50.0, egeff4,-;
BOD5
.23
NH3-N
- z
Z A`

1Ii91;Qg$'11J/ii / 7
Discharger
Receiving Stream
MODEL RESULT- -
: LENOIR-LOWER CR
: LOWER CP =1:
The End D.O. is 6.87 mg/1.
The End CBOD is 11.77 mg/l.
The End NBOD is 2.12 mg/1.
Segment 1
Reach 1
Reach
Segment 2
Reach 1
Segment 3
Reach
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
DO Min
(mg/1) Milepoint Reach
6.06 0.75 1
6.17
0.00
5.82 1.95
WLA WLA
CBOD NEOD
(mg/1. )
52.70 9.00
0.00 0.00
0.00
0.00
0.00
0.00 _
)0
45.00
00.00

**h MODEL SUMMARY DATA *k'^
Discharger : LENOIR—LOWER CR Subbasin : 0308
Receiving Stream : LOWER CREEK Stream Class:
Summer 7Q10 : 11.75 Winter 7Q10 : 16.77
Design Temperature: 25.0
LE l KOPHI .... I .,1 Ka Ka ..i I !1 j ;.i 6NC
n1_s '['"_ ?Cs It ,(:?sign; @_. ;desig:1; 'design; Ec. UesignI
v.,:i ..3u1 .,41 ! 1.75 0,3.E
I I
3.66 3.:6I 6,41 i
W.
Reich :
In I
� I I
_.:C, ..y1 , I.,.. ., _ 16.3Q
U.J.
I

1 Flow I CBOD I NBOD I D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 1
Segment 1 Reach 1
Waste 1 10.850 152.700 I 9.000 I 5.000
Headwaters( 11.750 1 2.000 I 1.000 I 7.440
Tributary I 0.000 ( 2.000 1 1.000 1 7.440
* Runoff I 0.210 1 2.000 I 1.000 1 7.440
Segment 1 Reach 2
Waste I 0.000 1 0.000 I 0.000 I 0.000
Tributary ( 1.630 1 2.000 I 1.000 1 7.440
* Runoff I 0.670 ( 2.000 1 1.000 I 7.440
Segment 2 Reach 1
Waste I 0.031 145.000 1 21.150 I 0.000
Headwaters( 0.150 1 2.000 I 1.000 1 7.440
Tributary I 0.000 I 2.000 1 1.000 ( 7.440
* Runoff I 0.000 1 2.000 I 1.000 1 7.440
Segment 3 Reach 1
Waste I 0.000 1 0.000 I 0.000 I 0.000
Headwaters( 0.000 1 2.000 ( 1.000 1 7.440
Tributary I 0.000 I 2.000 1 1.000 I 7.440
* Runoff I 1.230 1 2.000 I 1.000 1 7.440
Segment 3 Reach 2
Waste I 0.000 1 0.000 I 0.000 I 0.000
Tributary I 0.580 I 2.000 1 1.000 1 7.440
* Runoff I 1.230 1 2.000 1 1.000 1 7.440
Segment 3 Reach 3
Waste I 0.000 1 0.000 I 0.000 ( 0.000
Tributary I 0.320 I 2.000 ( 1.000 I 7.440
* Runoff I 1.230 I 2.000 I 1.000 I 7.440
Segment 3 Reach 4
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 1 7.440
* Runoff I 1.230 I 2.000 1 1.000 I 7.440
Segment 3 Reach 5
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary I 3.710 ( 2.000 1 1.000 I 7.440
* Runoff I 1.760 I 2.000 1 1.000 1 7.440
Segment 3 Reach 6
Waste I 0.008 145.000 ; 90.000 I 0.000
Tributary I 0.000 I 2.000 1 1.000 I 7.440
* Runoff I 0.147 I 2.000 I 1.000 1 7.440
Segment 3 Reach 7
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.220 I 2.000 1 1.000 I 7.440
* Runoff I 0.147 I 2.000 I 1.000 1 7.440
Segment 3 Reach 8

Waste I 0.000 1 0.000 ) 0.000 j 0.000
Tributary I 2.640 1 2.000 ( 1.000 1 7.440
Runoff 1 0.420 1 2.000 ' 1.000 j 7.440
* Runoff flow is in cfs/mile

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
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
SUMMER
Reach I Seg Mi D.O. I CBOD j NBOD i Flow
1 0.00 6.27 26.34 4.84 22.60
1 0.05 6.25 26.28 4.83 22.61
1 0.10 6.23 26.22 4.81 22.62
1 0.15 6.22 26.15 4.79 22.63
1 0.20 6.20 26.09 4.78 22.64
1 0.25 6.19 26.03 4.76 22.65
1 0.30 6.17 25.97 4.75 22.66
1 0.35 6.16 25.91 4.73 22.67
1 0.40 6.14 25.84 4.72 22.68
1 0.45 6.13 25.78 4.70 22.69
1 0.50 6.12 25.72 4.69 22.71
1 0.55 6.11 25.66 4.67 22.72
1 0.60 6.09 25.60 4.66 22.73
1 0.65 6.08 25.54 4.64 22.74
1 0.70 6.07 25.48 4.63 22.75
1 0.75 6.06 25.42 4.61 22.76
2 0.75 6.15 23.85 4.37 24.39
2 0.78 6.15 23.81 4.36 24.41
2 0.81 6.14 23.76 4.35 24.43
2 0.84 6.14 23.72 4.34 24.45
2 0.87 6.14 23.67 4.33 24.47
2 0.90 6.13 23.62 4.32 24.49
2 0.93 6.13 23.58 4.31 24.51
2 0.96 6.13 23.54 4.30 24.53
2 0.99 6.12 23.49 4.29 24.55
2 1.02 6.12 23.45 4.28 24.57
2 1.05 6.12 23.40 4.27 24.59
2 1.08 6.11 23.36 4.26 24.61
2 1.11 6.11 23.31 4.25 24.63
2 1.14 6.11 23.27 4.24 24.65
2 1.17 6.11 23.22 4.23 24.67
2 1.20 6.10 23.18 4.22 24.69
2 1.23 6.10 23.14 4.21 24.71
2 1.26 6.10 23.09 4.20 24.73
2 1.29 6.10 23.05 4.19 24.75
2 1.32 6.09 23.00 4.19 24.77
2 1.35 6.09 22.96 4.18 24.79
2 1.38 6,09 22.92 4.17 24.81
2 1.41 6.09 22.87 4.16 24.83
2 1.44 6.09 22.83 4.15 24.85
2 1.47 6.09 22.79 4.14 24.87
1 0.00 6.17 9.36 4.45 0.18
1 0.01 6.22 9.34 4.43 0.1'
1 0.02 6.28 9.31 4.41 0.18
1 0.03 6.33 9.29 4.39 0.13
1 0.04 6.38 9.26 4.37 0.18
1 0.05 6.42 9.24 4.35 0.18
1 0.06 6.47 9.21 4.33 0.18
1 0.07 6.51 9.19 4.31 0.18
1 0.08 6.55 9.16 4.29 0.18
1 0.09 6.59 9.14 4.27 0.18
1 0.10 6.63 9.12 4.26 0.18
1 0.11 6.66 9.09 4.24 0.18
1 0.12 6.70 9.07 4.22 0.18
1 0.13 6.73 9.04 4.20 0.18
1 0.1. 6.76 9.02 4.18 0.18
1 0.15 6.79 8.99 4.16 0.18
1 0.16 6.82 8.97 4.14 0.18

2 1 0.17
2 1 0.18
2 '1 0.19
2 1 0.20
3 1 0.00
3 1 0.05
3 1 0.10
3 1 0.15
3 1 0.20
3 1 0.25
3 1 0.30
3 1 0.35
3 1 0.40
3 1 0.45
3 2 0.45
3 2 0.55
3 2 0.65
3 2 0.75
3 2 0.85
3 2 0.95
3 2 1.05
3 2 1.15
3 2 1.25
3 2 1.35
3 3 1.35
3 3 1.45
3 3 1.55
3 3 1.65
3 3 1.75
3 3 1.85
3 3 1.95
3 4 1.95
3 4 2.05
3 4 2.15
3 4 2.25
3 4 2.35
3 4 2.45
3 4 2.55
3 4 2.65
3 4 2.75
3 4 2.85
3 4 2.95
3 5 2.95
3 5 3.05
3 5 3.15
3 5 3.25
3 5 3.35
3 5 3.45
3 5 3.55
5 3.65
5 3.75
5 3.85
5 3.95
6 3.95
6 3.96
3 6 3.97
3 6 3.98
3 7 3.98
3 7 4.08
3 7 4.18
3 7 4.28
3 7 4.38
3 7 4.48
3 7 4.58
3 7 4.68
3 7 4.78
(.J Co CO CO LJ LJ
6.85
6.87
6.90
6.92
6.09
6.08
6.06
6.04
6.03
6.01
6.00
5.99
5.97
5.96
5.99
5.97
5.95
5.93
5.91
5.89
5.88
5.87
5.85
5.84
5.86
5.85
5.84
5.84
5.83
5.82
5.82
5.82
5.84
5.86
5.88
5.90
5.92
5.94
5.96
5.98
6.00
6.02
6.18
6.20
6.22
6.25
6.27
6.29
6.31
6.33
6.35
6.37
6.39
6.39
6.39
6.39
6.39
6.40
6.41
6.43
6.44
6.45
6.47
6.48
6.49
6.50
8.94
8.92
8.90
8.87
22.69
22.59
22.50
22.41
22.31
22.22
22.13
22.04
21.95
21.86
21.42
21.25
21.08
20.91
20.75
20.58
20.42
20.26
20.10
19.95
19.74
19.59
19.44
19.29
19.14
18.99
18.85
18.85
18.71
18.57
18.43
18.30
18.16
18.03
17.90
17.77
17.64
17.51
15.78
15.66
15.53
15.41
15.29
15.16
15.05
14.93
14.81
14.70
14.58
14.59
14.58
14.58
14.57
14.49
14.44
14.39
14.33
14.28
14.23
14.17
14.12
14.07
4.12
4.11
4.09
4.07
4.14
4.12
4.10
4.08
4.06
4.04
4.02
4.01
3.99
3.97
3.90
3.87
3.83
3.80
3.77
3.73
3.70
3.67
3.64
3.60
3.57
3.54
3.51
3.48
3.45
3.42
3.39
3.39
3.37
3.34
3.31
3.29
3.26
3.23
3.21
3.18
3.16
3.13
2.90
2.87
2.85
2.83
2.80
2.78
2.76
2.74
2.71
2.69
2.67
2.69
2.69
2.69
2.69
2.68
2.66
2.65
2.64
2.62
2.61
2.60
2.58
2.57
0.18
0.18
0.18
0.18
25.05
25.11
25.17
25.24
2r
5
25.36
25.42
25.48
25.54
25.60
26.18
26.31
26.43
26.55
26.68
26.80
26.92
27.05
27.17
27.29
27.61
27.73
27.86
27.98
28.10
28.23
28.35
28.35
28.47
28.60
28.72
28.84
28.96
29.09
29.21
29.33
29.46
29.58
33.29
33.47
33.64
33.82
33.99
34.17
34.35
34.52
34.70
34.87
35.05
35.06
35.06
35.06
35.06
35.28
35.30
35.31
35.33
35.34
35.36
35.37
35.38
35.40

3 '1 4.88
3 7 4.98
3
3
3
3
3
3
3
CO CO CO(.00JC'iCJCJ
3
1
3
3
3
3
3
I Seg #
7 5.08
7 5.18
7 5.28
7 5.38
7 5.48
7 5.58
7 5.68
7 5.78
8 5.78
8 5.88
8 5.98
6.08
6.18
6.28
6.38
ri u
(6.76
C . f
/
8 /.18
iJ
7.28
7.38
8 7.48
8 7.58
8 7.68
j Reach # 1 Seg Mi 1
CO CO w CO CO CO
6.52
6.53
6.54
6.55
6.56
6.57
6.58
6.59
6.61
6.62
6.67
6.68
6.70
6.71
6.72
6.73
6.74
j . 71 _i
6.
6 . 7 3
J
_ r
!� �l
i .
6.83
6.84
6.86
6.87
D.O.
14.01 2.56 35.41
13.96 2.55 35.43
13.91 2.53 35.44
13.86 2.52 35.46
13.81 2.51 35.47
13.75 2.50 35.49
13.70 2.48 35.50
13.65 2.47 35.52
13.60 2.46 35.53
13.55 2.45 35.55
12.75 2.35 38.19
12.70 2.33 38.23
12.64 2.32 38.27
12.59 2 . 3 "i 38.31
12.54 2.30 38.35
12.48 2.29 38.40
12 . 43 � . _ 38.44
12.38 2.26 38 . 4
i2.13 _.2. 38.52
12.27 2 . 2 _ 3...i8. 56
't_ 2 . n _ . 2 ' . J . t 1
11 r_. G. +1 ,, l 1 i.
1 ... . .. 3S.65
12.
1J _ 'fir JS . j'.l
f
1 2 . C: 7 ..' . 1 ._ . } 3 8 . ' Y_
i.1 • 1,
11.92 .16 ;. .
11.87 2.15 3 �_ . ?�:1
11.82 2.13_ 38.94
11.77 2.12 38.98
CBOD 1 NBOD 1 Flow j

LB 9r4 55kLe-iIcata
,
MODEL RESULTS
Discharger : LENOIR-LOWER CR
Receiving Stream : LOWER CREEK
SUMMER
The End D.O. is 6.97 mg/1.
The End CBOD is 10.40 mg/l.
The End NBOD is 1.86 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flo
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.15 1.47 2
Reach 1 60.00 9.80 5.00 5.00000
Reach 2 0.00 0.00 0.00 0.00000
Segment 2 6.17 0.00 1
Reach 1 45.00 21.15 0.00 0.02000
Segment 3 6.15 0.45 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 45.00 90.00 0.00 0.00500
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000

k** MODEL SUMMARY DATA ***
Discharger : LENOIR--LOWER CR
Receiving Stream : LOWER CREEK
Summer 7Q10 : 11.75
Design Temperature: 25.0
Subbasin : 030831
Stream Class: C
Winter 7Q10 : 16.77
'LENGTH! SLOPE' VELOCITY DEPTH' Kd ( Kd j :,a 1 Ira 1 KN f KN ! KNR ( KUR
I mile 1 ft/mil fps I ft 'design' t20° Idesigni r20° 'design' `2C Id€s gni r20°
1
Segment 1 1 0,751 5.301 0.426 ! 1.75 1 0,30 1 0.24 1 3.28 1 2.941 0.44 1 0.30 i 0,44 1 0,00
Reach 1 1 I I
f I !
1 �� n .fir � 0.24 n n. n �� 0.30
Segment 1 0.721 5.301 0,435 1.32 0.30 3.34 2.59 0.14 C.44 0.00
Reach 2 I ( 1
f � I
Segment 2 ! 0.20 40.001 0.100 0.35 0.44 0,35 8.03 7,201 0.73 0,50 0.73 0.00
Reach 1 1 1 1
! ! ! I ! ! I 1
Segment 3 1 0.451 3.301 0.440 1 1,84 1 0.30 1 0.24 3.33 1 3.031 0,44 1 0.30 1 0.44 0.00
Reach i!
f 1 11 1! 1 I 1! 1
Segment 3 I 0.905.301 0.446 ; 1.88 ! 0.30 1 0.24 1 3.43 1 3,081 0,44 1 0,30 ! 0,44 { 0,00
Reach 2 f 1 1
Segment 3 1 0.60! 5.301 0.453 1 1.91 1 0.30 1 0.24 1 3.48 I 3.121 0.44 1 0.30 0,44 1 0,00
Reach 3
I ! ! ! ! f ! I 1 ! !
Segment 3 1 1.001 6.801 0.494 1 1.87 1 0.31 1 0.25 1 3.30 ! 2.961 0,44 1 0 , 30 1 0 , 4 4 1 0.00
Reach 4 1
1 ! 1 ! 1 1 1 ! 1 I { !
Segment 3 1 1.001 6.301 0.523 1 1.99 1 0.31 1 0.25 1 3.49 1 3.131 0.44 1 0.33 1 0.41 1 0.00
Reach 5 1 f f f I I ! I
1
Segment 3 1 0.031 6.801 0.533 1 2,00 1 0.31 1 0.25 1 3,55 1 3.191 0.44 1 0.30 1 0.44 f 0.00
Reach 6 1 ! 1 f f 1 I I 1 I !
I 1 1 1 1 f I ! 1 1 I
Segment 3 1 1.30! 6.801 0.532 1 2.01 1 0,31 { 0.25 1 3.55 1 3.191 0.44 1 3.30 1 0.44 1 0.00
Reach 7! 1 1 1 I 1 f ( 1 1 f 1
1 1 ! !
Segment 3 1 1.901 6.801 0.543 1 2.09 1 0.31 1 0.25 1 3.62 1 3.251 0.44 1 0.30 ! 0.44 1 0.00
Reach 8 I 1 1 1 1 i I 1 1 1 ! I
I Flow I CBOD I NBOD I D.O.
1

I c f s mg/ 1 ; mg/1 j mg/ 1 I
Segment 1 Reach 1
Waste 1 7.750 1 60.000 ( 9.800 1 5.000
Headwaters) 11.750 I 2.000 1 1.000 I 7.440
Tributary 1 0.000 1 2.000 I 1.000 1 7.440
* Runoff 1 0.210 1 2.000 1 1.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary I 1.630 1 2.000 1 1.000 1 7.440
* Runoff I 0.670 1 2.000 1 1.000 1 7.440
Segment 2 Reach 1
Waste 1 0.031 1 45.000 1 21.150 1 0.000
Headwaters) 0.150 1 2.000 1 1.000 1 7.440
Tributary I 0.000 1 2.000 1 1.000 1 7.440
* Runoff I 0.000 1 2.000 1 1.000 1 7.440
Segment 3 Reach 1
Waste I 0.000 1 0.000 1 0.000 1 0.000
Headwaters' 0.000 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff I 1.230 1 2.000 1 1.000 1 7.440
Segment 3 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary I 0.580 1 2.000 1 1.000 1 7.440
* Runoff I 1.230 1 2.000 1 1.000 1 7.440
Segment 3 Reach 3
Waste I 0..000 1 0.000 1 0.000 1 0.000
Tributary 1 0.320 1 2.000 1 1.000 1 7.440
* Runoff 1 1.230 1 2.000 1 1.000 1 7.440
Segment 3 Reach 4
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 1.230 1 2.000 1 1.000 1 7.440
Segment 3 Reach 5
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 3.710 1 2.000 1 1.000 1 7.440
* Runoff I 1.760 1 2.000 1 1.000 1 7.440
Segment 3 Reach 6
Waste [ 0.008 1 45.000 1 90.000 1 0.000
Tributary I 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.147 1 2.000 1 1.000 1 7.440
Segment 3 Reach 7
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.220 1 2.000 1 1.000 1 7:440
* Runoff I 0.147 1 2.000 I 1.000 1 7.440
Segment 3 Reach 8
Waste 1 0.000 1 0.000 1 0.000 1 0.000

Tributary ( 2.640 ( 2.000 I 1.000
* Runoff 0.420 I 2.000 I1.000
Runoff flow .is . in cfs/mile
7.440.
7.440

SUMMER
j Seg # 1 Reach ff.,1 Seg Mi 1 D.O. 1 CBOD 1 NBOD 1 Flow
1 1 0.00 6.47 25.05 4.50 19.50
1 1 0.05 6.45 24.99 4.48 19.51
1 1 0.10 6.42 24.92 4.47 19.52
1 1 0.15 6.40 24.85 4.45 19.53
1 1 0.20 6.37 24.79 4.43 19.54
1 1 0.25 6.35 24.72 4.42 19.55
1 1 0.30 6.33 24.66 4.40 19.56
1 1 0.35 6.31 24.59 4.39 19.57
1 1 0.40 6.29 24.53 4.37 19.58
1 1 0.45 6.27 24.46 4.36 19.59
1 1 0.50 6.25 24.40 4.34 19.61
1 1 0.55 6.23 24.33 4.32 19.62
1 1 0.60 6.22 24.27 4.31 19.63
1 1 0.65 6.20 24.21 4.29 19.64
1 1 0.70 6.18 24.14 4.28 19.65
1 1 0.75 6.17 24.08 4.26 19.66
1 2 0.75 6.27 22.39 4.01 21.29
1 2 0.78 6.26 22.34 4.00 21.31
1 2 0.81 6.25 22.29 3.99 21.33
1 2 0.84 6.25 22.25 3.98 21.35
1 2 0.87 6.24 22.20 3.97 21.37
1 2 0.90 6.24 22.15 3.96 21.39
1 2 0.93 6.23 22.11 3.95 21.41
1 2 0.96 6.22 22.06 3.94 21.43
1 2 0.99 6.22 22.01 3.93 21.45
1 2 1.02 6.21 21.97 3.92 21.47
1 2 1.05 6.21 21.92 3.91 21.49
1 2 1.08 6.20 21.87 3.90 21.51
1 2 1.11 6.20 21.83 3.89 21.53
1 2 1.14 6.20 21.78 3.88 21.55
1 2 1.17 6.19 21.74 3.87 21.57
1 2 1.20 6.19 21.69 3.86 21.59
1 2 1.23 6.18 21.64 3.85 21.61
1 2 1.26 6.18 21.60 3.84 21.63
1 2 1.29 6.17 21.55 3.83 21.65
1 2 1.32 6.17 21.51 3.82 21.67
1 2 1.35 6.17 21.46 3.81 21.69
1 2 1.38 6.16 21.42 3.80 21.71
1 2 1.41 6.16 21.37 3.79 21.73
1 2 1.44 6.16 21.33 3.78 21.75
1 2 1.47 6.15 21.28 3.77 21.77
2 1 0.00 6.17 9.36 4.45 0.18
2 1 0.01 6.22 9.34 4.43 0.18
2 1 0.02 6.28 9.31 4.41 0.18
2 1 0.03 6.33 9.29 4.39 0.18
2 1 0.04 6.38 9.26 4.37 0.18
2 1 0.05 6.42 9.24 4.35 0.18
2 1 0.06 6.47 9.21 4.33 0.18
2 1 0.07 6.51 9.19 4.31 0.18
2 1 0.08 6.55 9.16 4.29 0.18
2 1 0.09 6.59 9.14 4.27 0.18
2 1 0.10 6.63 9.12 4.26 0.18
2 1 0.11 6.66 9.09 4.24 0.18
2 1 0.12 6.70 9.07 4.22 0.18
2 1 0.13 6.73 9.04 4.20 0.18
2 1 0.14 6.76 9.02 4.18 0.18
2 1 0.15 6.79 8.99 4.16 0.18
2 1 0.16 6.82 8.97 4.14 0.18

2 1 0.17 6.85 8.94 4.12 0.18
2 1 0.18 6.87 8.92 4.11 0.18
2 - '1 0.19 6.90 8.90 4.09 0.18
2 1 0.20 6.92 8.87 4.07 0.18
3 1 0.00 6.16 21.18 3.78 21.95
3 1 0.05 6.16 21.08 3.76 22.01
3 1 0.10 6.16 20.99 3.74 22.07
3 1 0.15 6.15 20.89 3.72 22.14
3 1 0.20 6.15 20.79 3.70 22.20
3 1 0.25 6.15 20.70 3.68 22.26
3 1 0.30 6.15 20.61 3.66 22.32
3 1 0.35 6.15 20.51 3.64 22.38
3 1 0.40 6.15 20.42 3.63 22.44
3 1 0.45 6.15 20.33 3.61 22.50
3 2 0.45 6.18 19.87 3.54 23.08
3 2 0.55 6.18 19.69 3.51 23.21
3 2 0.65 6.19 19.52 3.47 23.33
3 2 0.75 6.19 19.35 3.44 23.45
3 2 0.85 6.19 19.18 3.41 23.58
3 2 0.95 6.20 19.01 3.37 23.70
3 2 1.05 6.20 18.85 3.34 23.82
3 2 1.15 6.21 18.68 3.31 23.95
3 2 1.25 6.22 18.52 3.28 24.07
3 2 1.35 6.22 18.36 3.25 24.19
3 3 1.35 6.24 18.15 3.22 24.51
3 3 1.45 6.25 18.00 3.19 24.63
3 3 1.55 6.26 17.84 3.16 24.76
3 3 1.65 6.27 17.69 3.13 24.88
3 3 1.75 6.28 17.55 3.10 25.00
3 3 1.85 6.29 17.40 3.07 25.13
3 3 1.95 6.30 17.26 3.04 25.25
3 4 1.95 6.30 17.26 3.04 25.25
3 4 2.05 6.30 17.12 3.02 25.37
4 2.15 6.30 16.98 2.99 25.50
4 2.25 6.31 16.84 2.96 25.62
4 2.35 6.31 16.70 2.94 25.74
4 2.45 6.32 16.57 2.91 25.86
3 4 2.55 6.32 16.44 2.89 25.99
3 4 2.65 6.33 16.31 2.86 26.11
3 4 2.75 6.33 16.18 2.84 26.23
3 4 2.85 6.34 16.05 2.82 26.36
3 4 2.95 6.34 15.92 2.79 26.48
3 5 2.95 6.48 14.21 2.57 30.19
3 5 3.05 6.49 14.09 2.55 30.37
3 5 3.15 6.51 13.97 2.53 30.54
3 5 3.25 6.52 13.85 2.51 30.72
3 5 3.35 6.53 13.73 2.48 30.89
3 5 3.45 6.54 13.62 2.46 31.07
3 5 3.55 6.56 13.50 2.44 31.25
3 5 3.65 6.57 13.39 2.42 31.42
3 5 3.75 6.58 13.28 2.40 31.60
3 5 3.85 6.59 13.16 2.38 31.77
3 5 3.95 6.61 13.06 2.36 31.95
3 6 3.95 6.61 13.06 2.38 31.96
3 6 3.96 6.61 13.06 2.38 31.96
3 6 3.97 6.61 13.05 2.38 31.96
3 6 3.98 6.61 13.05 2.38 31.96
3 7 3.98 6.61 12.97 2.37 32.18
3 7 4.08 6.62 12.92 2.36 32.20
3 7 4.18 6.63 12.87 2.34 32.21
3 7 4.28 6.64 12.82 2.33 32.23
3 7 4.38 6.65 12.77 2.32 32.24
3 7 4.48 6.66 12.72 2.31 32.26
3 7 4.58 6.67 12.67 2.30 32.27
3 7 4.68 6.67 12.62 2.28 32.28
3 7 4.78 6.68 12.57 2.27 32.30
(.J CJ W W

3 7 4.88 6.69 12.52 2.26 32.31
3 7 4.98 6.70 12.47 2.25 32.33
3 .7 5.08 6.71 12.42 2.23 32.34
3 7 5.18 6.71 12.37 2.22 32.36
3 7 5.28 6.72 12.32 2.21 32.37
3 7 5.38 6.73 12.27 2.20 32.39
3 7 5.48 6.74 12.22 2.19 32.40
3 7 5.58 6.74 12.17 2.18 32.42
3 7 5.68 6.75 12.13 2.16 32.43
3 7 5.78 6.76 12.08 2.15 32.45
3 8 5.78 6.81 11.32 2.07 35.09
3 8 5.88 6.82 11.27 2.06 35.13
3 8 5.98 6.83 11.22 2.04 35.17
3 8 6.08 6.84 11.17 2.03 35.21
3 8 6.18 6.85 11.12 2.02 35.25
3 8 6.28 6.86 11.07 2.01 35.30
3 8 6.38 6.87 11.02 2.00 35.34
3 8 6.48 6.88 10.97 1.99 35.38
3 8 6.58 6.88 10.92 1.98 35.42
3 8 6.68 6.89 10.87 1.97 35.46
3 8 6.78 6.90 10.82 1.95 35.51
3 8 6.88 6.91 10.78 1.94 35.55
3 8 6.98 6.92 10.73 1.93 35.59
3 8 7.08 6.93 10.68 1.92 35.63
3 8 7.18 6.93 10.63 1.91 35.67
3 8 7.28 6.94 10.59 1.90 35.72
3 8 7.38 6.95 10.54 1.89 35.76
3 8 7.48 6.96 10.49 1.88 35.80
3 8 7.58 6.97 10.45 1.87 35.84
3 8 7.68 6.97 10.40 1.86 35.88
Seg # { Reach # 1 Seg Mi I D.O. ( CBOD j• NBOD ( Flow

",& 3 DAO zS LA J/Z 1 u
MODEL RESULTS
Discharger : LENOIR-LOWER CR
Receiving Stream : LOWER CREEK
The End D.C. is 6.51 mg/1.
The End CBOD is 15.42 mg/1.
The End NBOD is 1.86 mg/l.
SUMMER
LENOIR @ 5 MGD, BOD5=30*3.1
MULT., NH3 TOX LIMIT=2.18
WLA WLA WLA
DO Min CLOD NBOD DO Waste E1c
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.64 1.47 2
Reach 1 93.00 9.80 5.00 5.0000C
Reach 2 0.00 0.00 0.00 0.0000C
Segment 2 6.17 0.00 1
Reach 1 45.00 21.15 0.00 0 .02000
Segment 3 5.57 0.45 1
Reach 1 0.00 0.00 0.00 0.0000C
Reach 2 _. 0.00 0.00 0.0000C
Reach 3 0.00 0.00 0.oG 0.0000C
Reach 4 0.00 0.00 0.00 0.0000C
Reach 5 0.00 0.00 0.00 0.0000C
Reach 6 45.00 90.00 0.00 0.0050C
Reach 7 0.00 0.00 0.00 0.0000C
Reach 8 0.00 0.00 0.00 0.0000C

*** MODEL SUMMARY DATA ***
Discharger : LENOIR-LOWER CR Subbasin : 030831
Receiving Stream : LOWER CREEK Stream Class: C
Summer 7Q10 : 11.75 Winter 7Q10 : 16.77
Design Temperature: 25.0
I LENGTH 1 SLOPE) VELOCITY 1 DEPTH1 :,c Kd 1 Ka 1 Ka 1 Ri; :,,i 1 ;,NR 1 :stir,
mile f a!des. 2, !design; 0p ;design! '7 C f E '` G
( :� 1 _�1a11 fps ( It !design E 0" (Ce5_��:�� 2L it'teaiynl � 0 ,.�t.sign .'0
( 1 1 f ( 1 ( ( 1 1
Segment 1 ( 0,751 5,301 0.426 ( 1.75 1 0.30 1 0.24 13.28 ( 2.941 0,14 1 0.30 ( 0,44 ( 0.00
Reach 1( 1 1 1 ( ( 1 I ( 1 ( 1
1 1 ( 1 { 1
Segment 1 1 0.721 5.301 0.435 ( 1.82 1 0.30 1 0.24 1 3,34 ; 2.991 0,44
Reach 2 1 1 1 1 ( ( 1
0,30 1 0.44 0.00
1 1 ( 1 1 1 1 ( 1
Segaent 2 0,201 40.001 0.100 1 0,35 1 0.14 1 0.35 1 8.03 i.201 0.73 1 3,50 1 1.73 1 0.00
Reach i t 1- 1
1 1 I 1 f 1 1 1 I 1
Segaent 3 1 0,431 5.301 0,440 1 1,84 1 0.30 1 0,24 1 3.38 1 3.031 0.44 0.30 1 0.44 1 0.00
Reach 1 1 1 1 { 1 1 1 f ( 1 ( 1
({(
Segaent 3 1 0,901 5.301 0,446 (1,68 1 0.30 1 0.24 ( 3,43 1 3.061 0.14 1 0.30 1 0. 4 1 0.00
Reach 2 1 i 1 ( 1 1 ( 1 1 1 ( 1
1 1 1
Segaent 3 1 0.601 5.301 0.453 11.91 ( 0.30 f 0.21 (3,16 ( 3,121 0.41 1 0.30 10.41 ; 0,00
Reach 3 1 1
1 1 1
Segaent 3 1 1.001 6.801 0,494 1 1.87 1 0.31 1 0.25 1 3.30 1 2.961 0.44 ( 0.30 1 0.44 1 0.00
Reach 4 1 i 1 '. 1 1 I ( 1 { ( !
{ 1
Segnent 3 1 1,001 6.801 0.523 1 1.99 ( 0.31 1 0.25 ( 3,49 1 3,131 0.14 ( 0.30 1 0,44 ( 0.00
Reach 5 i i 1 1 1 1 { ! 1 1
1 1
Segaent 3 1 0,031 6.801 0.533 1 2.00 1 0.31 1 0,25 1 3,55 1 3.191 0.44 1 0,30 1 0.44 1 0.00
Reach 6 1 1 1 1 f 1 1 1 1 1
Segaent 3 1 1.301 6.801 0.532 1 2.01 1 0.31 1 0.25 1 3.55 1 3.191 0.44 1 0.30 ( 0.44 1 0.00
Reach 7 I 1 1 1 ( 1 1 1 ( 1 ( I
( 1 1
Segaent 3 1 1,901 6.801 0.543 1 2.09 1 0.31 1 0.25 1 3.62 1 3.251 0.44 j 0.30 1 0,44 1 0.00
Reach s( 1 1
Flow 1 CBOD 1 NBOD 1 D.O. 1

1 cfs mg/1
Segment 1 Reach 1
• Waste j 7.750
Headwaters' 11.750
Tributary 1 0.000
* Runoff 1 0.210
mg/1 1 mg/ 1 1
93.000 1 9.800 1 5.000
2.000 ( 1.000 j 7.440
2.000 1 1.000 1 7.440
2.000 1 1.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000 ' 0.000 1 0.000 j 0.000
Tributary 1 1.630 1 2.000 1 1.000 ' 7.440
* Runoff 1 0.670 j 2.000 1 1.000 1 7.440
Segment 2 Reach 1
Waste ' 0.031 ' 45.000 '
Headwaters' 0.150 1 2.000 j
Tributary 1 0.000 1 2.000 '
* Runoff 1 0.000 j 2.000 1
Segment 3 Reach 1
Waste 1 0.000 j
Headwaters' 0.000 '
Tributary 1 0.000 1
* runoff j 1.230 j
Segment 3 Reach 2
Waste 1 0.000
1
Tributary ' 0.580 j
* Runoff ' 1.230 '
S s,c7 ent 3 Reach 3
Was-Was7e 0.000
Tributary j 0.32
Runoff 1 1.230
Segment
7 = 'men C
Waste
Ti_ ; utai y
• R1i1.li_i F. %.
J"c{l; n t.
Waste
a _i_c'_ f
Tributary '
* Runoff I
.ch
0.000
0.000
0.-_4'_7
21.150 '
1.000 1
1.000 1
1.000 1
0.000
7.440
7.440
7.440
0.000 1 0.000 j 0.000
2.000 ' 1.000 ' 7.440
2.000 ' 1.000 j 7.440
2.000 ' 1.000 1 7.440
0.000 j
2.000 1
2.000 1
0.000 '
1.000 j
1.0C'fit
0.000
7.440
7.440
0.000 1 0.000 j 0.000
2 . 00 ; 1.000 j 7.440
2.000 1.000 7.440
0.000 '
1.000 I
S e gm _ n- 2 Reach 7
Waste ; 0.000 1 0.000 j 0.000 I
Tributary ' 0.220 j 2 . 000 1 1.000 1
* Runoff j 0.147 ' 2.000 j . O; .D
0.000
7.440
41.
O.U00
7.440
7.440
Segment 3 Reach 8
Waste 1 0.00.0 1 0.000 1 0.000 ' 0.000

ti
Tributary I. 2.6.40 , 2.000 1.000
* Runoff 1 0.420 j 2.000 1 1.000
Runoff flow is in cfs/mile

SUMMER
LENOIR @ 5 MGD, BOD5=30*3.1
MULT., NH3 TOX LIMIT=2.18
I Seg # j Reach # I Seg Mi I D.O. j CBOD j NBOD 1 Flow j
1 1 0.00 6.47 38.17 4.50 19.50
1 1 0.05 6.42 38.07 4.48 19.51
1 1 0.10 6.37 37.96 4.47 19.52
1 1 0.15 6.32 37.86 4.45 19.53
1 1 0.20 6.27 37.76 4.43 19.54
1 1 0.25 6.22 37.66 4.42 19.55
1 1 0.30 6.18 37.56 4.40 19.56
1 1 0.35 6.13 37.46 4.39 19.57
1 1 0.40 6.09 37.36 4.37 19.58
1 1 0.45 6.05 37.27 4.36 19.59
1 1 0.50 6.01 37.17 4.34 19.61
1 1 0.55 5.97 37.07 4.32 19.62
1 1 0.60 5.93 36.97 4.31 19.63
1 1 0.65 5.89 36.87 4.29 19.64
1 1 0.70 5.86 36.77 4.28 19.65
1 1 0.75 5.82 36.68 4.26 19.66
1 2 0.75 5.95 34.02 4.01 21.29
1 2 0.78 5.93 33.95 4.00 21.31
1 2 0.81 5.91 33.88 3.99 21.33
1 2 0.84 5.90 33.80 3.98 21.35
1 2 0.87 5.88 33.73 3.97 21.37
1 2 0.90 5.87 33.66 3.96 21.39
1 2 0.93 5.85 33.59 3.95 21.41
1 2 0.96 5.84 33.51 3.94 21.43
1 2 0.99 5.83 33.44 3.93 21.45
1 2 1.02 5.81 33.37 3.92 21.47
1 2 1.05 5.80 33.30 3.91 21.49
1 2 1.08 5.79 33.23 3.90 21.51
1 2 1.11 5.77 33.16 3.89 21.53
1 2 1.14 5.76 33.09 3.88 21.55
1 2 1.17 5.75 33.02 3.87 21.57
1 2 1.20 5.74 32.95 3.86 21.59
1 2 1.23 5.73 32.88 3.85 21.61
1 2 1.26 5.71 32.81 3.84 21.63
1 2 1.29 5.70 32.74 3.83 21.65
1 2 1.32 5.69 32.67 3.82 21.67
1 2 1.35 5.68 32.60 3.81 21.69
1 2 1.38 5.67 32.53 3.80 21.71
1 2 1.41 5.66 32.46 3.79 21.73
1 2 1.44 5.65 32.39 3.78 21.75
1 2 1.47 5.64 32.32 3.77 21.77
2 1 0.00 6.17 9.36 4.45 0.18
2 1 0.01 6.22 9.34 4.43 0.18
2 1 0.02 6.28 9.31 4.41 0.18
2 1 0.03 6.33 9.29 4.39 0.18
2 1 0.04 6.38 .--- 9.26 4.37 0.18
2 1 0.05 6.42 9.24 4.35 0.18
2 1 0.06 6.47 9.21 4.33 0.18
2 1 0.07 6.51 9.19 4.31 0.18
2 1 0.08 6.55 9.16 4.29 0.18
2 1 0.09 6.59 9.14 4.27 0.18
2 1 0.10 6.63 9.12 4.26 0.18
2 1 0.11 6.66 9.09 4.24 0.18
2 1 0.12 6.70 9.07 4.22 0.18
2 1 0.13 6.73 9.04 4.20 0.18
2 1 0.14 6.76 9.02 4.18 0.18
2 1 0.15 6.79 8.99 4.16 0.18
2 1 0.16 6.82 8.97 4.14 0.18

2 1 0.17 6.85 8.94 4.12 0.18
2 1 0.18 6.87 8.92 4.11 0.18
2 ,. •1 0.19 6.90 8.90 4.09 0.18
2 1 0.20 6.92 8.87 4.07 0.18
3 1 0.00 5.65 32.13 3.78 21.95
3 1 0.05 5.64 31.98 3.76 22.01
3 1 0.10 5.63 31.83 3.74 22.07
3 1 0.15 5.62 31.68 3.72 22.14
3 1 0.20 5.61 31.53 3.70 22.20
3 1 0.25 5.60 31.38 3.68 22.26
3 1 0.30 5.59 31.24 3.66 22.32
3 1 0.35 5.59 31.09 3.64 22.38
3 1 0.40 5.58 30.95 3.63 22.44
1 0.45 5.57 30.80 3.61 22.50
2 0.45 5.62 30.08 3.54 23.08
2 0.55 5.61 29.81 3.51 23.21
2 0.65 5.60 29.54 3.47 23.33
2 0.75 5.59 29.28 3.44 23.45
2 0.85 5.59 29.02 3.41 23.58
2 0.95 5.59 28.76 3.37 23.70
2 1.05 5.58 28.50 3.34 23.82
3 2 1.15 5.58 28.25 3.31 23.95
3 2 1.25 5.58 28.00 3.28 24.07
3 2 1.35 5.59 27.76 3.25 24.19
3 3 1.35 5.61 27.42 3.22 24.51
3 3 1.45 5.61 27.19 3.19 24.63
3 3 1.55 5.62 26.95 3.16 24.76
3 3 1.65 5.63 26.72 3.13 24.88
3 3 1.75 5.63 26.49 3.10 25.00
3 3 1.85 5.64 26.27 3.07 25.13
3 3 1.95 5.65 26.04 3.04 25.25
3 4 1.95 5.65 26.04 3.04 25.25
3 4 2.05 5.65 25.83 3.02 25.37
3 4 2.15 5.65 25.61 2.99 25.50
3 4 2.25 5.65 25.40 2.96 25.62
3 4 2.35 5.65 25.19 2.94 25.74
3 4 2.45 5.65 24.98 2.91 25.86
3 4 2.55 5.65 24.78 2.89 25.99
3 4 2.65 5.66 24.58 2.86 26.11
3 4 2.75 5.66 24.38 2.84 26.23
3 4 2.85 5.67 24.18 2.82 26.36
3 4 2.95 5.67 23.98 2.79 26.48
3 5 2.95 5.89 21.28 2.57 30.19
3 5 3.05 5.90 21.09 2.55 30.37
3 5 3.15 5.92 20.91 2.53 30.54
3 5 3.25 5.93 20.72 2.51 30.72
3 5 3.35 5.95 20.54 2.48 30.89
3 5 3.45 5.97 20.36 2.46 31.07
3 5 3.55 5.98 20.19 2.44 31.25
3 5 3.65 6.00 20.01 2.42 31.42
3 5 3.75 6.01 19.84 2.40 31.60
3 5 3.85 6.03 19.67 2.38 31.77
3 5 3.95 6.04 19.50 2.36 31.95
3 6 3.95 6.04 19.50 2.38 31.96
3 6 3.96 6.04 19.50 2.38 31.96
3 6 3.97 6.04 19.49 2.38 31.96
3 6 3.98 6.04 19.48 2.38 31.96
3 7 3.98 6.05 19.36 2.37 32.18
3 7 4.08 6.06 19.28 2.36 32.20
3 7 4.18 6.07 19.21 2.34 32.21
3 7 4.28 6.08 19.13 2.33 32.23
3 7 4.38 6.09 19.05 2.32 32.24
3 7 4.48 6.10 18.98 2.31 32.26
3 7 4.58 6.11 18.90 2.30 32.27
3 7 4.68 6.12 18.83 2.28 32.28
3 7 4.78 6.12 18.75 2.27 32.30
CJ 0) CO 0)
CO 0.) LJ CO

3 7 4.88 6.13 18.68 2.26 32.31
t 3 7 4.98 6.14 18.60 2.25 32.33
3 '7 5.08 6.15 18.53 2.23 32.34
3 7 5.18 6.16 18.46 2.22 32.36
3 7 5.28 6.17 18.38 2.21 32.37
3 7 5.38 6.18 18.31 2.20 32.39
3 7 5.48 6.19 18.24 2.19 32.40
3 7 5.58 6.19 18.16 2.18 32.42
3 7 5.68 6.20 18.09 2.16 32.43
3 7 5.78 6.21 18.02 2.15 32.45
3 8 5.78 6.30 16.81 2.07 35.09
3 8 5.88 6.32 16.74 2.06 35.13
3 8 5.98 6.33 16.66 2.04 35.17
3 8 6.08 6.34 16.59 2.03 35.21
3 8 6.18 6.35 16.51 2.02 35.25
3 8 6 . 286.36 16.44 2.01 35.30
3 8 6.38 6.37 16.36 1.00 35.34
3 8 6.48 6.38 16.2 q 1.99 35.38
3 8 6.58 6.40 16.21 1.. 9 8 35,42
3 8 6.68 6.11 16.14 1.97 35.46
3 8 6.78 6.42 16.07 1.95 35.51
3 8 6.88 6.43 15.99 1.1 35.55
3 8 6.98 6.44 15.92 1.93 35.59
3 8 7.08 6.45 15.85 1.92 35.63
3 8 7.18 6.46 15.78 1.91 35.67
3 8 7.28 6.47 15.71 1.90 35.72
3 8 7.38 6.48 15.64 1.89 35.76
3 8 7.48 6.49 15.57 1.88 35.80
3 8 7.58 6.50 15.49 1.87 35.84
3 8 7.68 6.51 15.42 1.86 35.88
( Seg n 1 Reach r 1 Seg Mi { D.O. 1 CBOD ( NBOD ( Flow {

/ILA/LW/Z.AlA)T; G/3e F/-0s-�
MODEL RESULTS
Discharger : LENOIR-LOWER CR
Receiving Stream : LOWER CREEK
The End D.O. is 8.98 mg/l.
The End CBOD is 14.75 mg/1.
The End NBOD is 4.47 mg/l.
WINTER
LENOIR @ 5 MGD , NH3 TOX LIMIT
= 5.2 MG/L
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
Segment 3
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flc
(mg/1) Milepoint Reach „ (mg/1) (mg/1) (mg/1) (mgd)
7.93 0.00 1
8.38 0.00 1
7.92 0.45 1
93.00 25.84 5.00 5.0000C
0.00 0.00 0.00 0.0000C
45.00 74.25 0.00 0.0200C
0.00 0.00 0.00 0.0000C
0.00 0.00 0.00 0.0000C
0.00 0.00 0.00 0.0000C
0.00 0.00 0.00 0.0000C
0.00 0.00 0.00 0.0000C
45.00 90.00 0.00 0.0050C
0.00 0.00 0.00 0.0000C
0.00 0.00 0.00 0.0000C

*** MODEL SUMMARY DATA k**
Discharger : LENOIR-LOWER CR Subbasin : 030e
Receiving Stream : LOWER CREEK Stream Class: C
Summer 7Q10 : 11.75
Design Temperature: 14.0
Winter 7Q10 : 16.77
I LEND H 1 SL3?E l VELOCITY 1 DEPTH! Kd 1 Kd I Ka ( Ka 1 Y,tl 1 t,tt 1 Klli 1 KNR
1 niie 1 ft/mil fps 1 ft ldesignl F200 !design l 20, ;design] ,J20, ;design! f2C0
I 1
Segment 1 ( 0.751 5.301 0.10E 1 1.80 10.19 1 0.24 1 3.06 ; 3.491 0.19 10.30 1 0.19 ; 0.00
Reach 1 1 I I
1 1 1 I I I I 1 1 1
Segment 1 l 0.721 5.301 0.520 1 1.87 1 0.18 1 0.24 1 2.13 1 2.431 0,19 1 0.30 1 0.19 1 0.00
Reach 2 1 I 1
I { 1 I i 1 I I
Segment 2 1 0.201 40,001 0.149 1 0.38 1 0.31 ( 0.41 1 9.42 1 10.731 0.32 i 0,50 1 0.32 1 0.00
Reach 1 1 I 1 I i 1 1 I 1
1 I 1 1 l 1 1 1 1 l l
Segment 3 ( 0.451 5.301 0,524 1 1.89 1 0.18 1 0.2i ( 2.15 I 2,441 0.19 0.30 1 0.19 1 0.00
Reach 1 1 i I 1 1 1 1 l 1 I { 1
I I i 1 1 1 1 1 1 1
Segment 3 I 0.901 5.301 0.533 1 1.94 ( 0.18 1 0.24 1 2.18 ( 2.491 0.19 1 0.30 1 0.19 1 0.00
Reach 2 1 1 I I l i i 1 1 I 1
i I 1 l 1 i i I 1
Segment 3 1 0.601 5,301 0.541 1 1.97 1 0.13 1 0.24 1 2,21 1 2.521 0.19 1 0.30 1 0.19 1 0,00
Reach 3 l 1 1 l 1 1 i I 1 l 1 l
I I I I l I i I 1 I I 1
Segment 3 1 1.001 6,301 0.587 1 1,92 1 0.19 1 0,26 1 3.08 1 3.521 0.19 0.30 1 0.19 1 0.00
Reach 4.1 1 1
1 I 1 I i I 1 1 I I I
Segment 3 1 1,001 6.801 0.624 1 2.05 1 0,19 1 0.26 1 3.28 1 3,741 0.19 1 0.30 1 0.19 1 0.00
Reach 5 1 1 1 ( 1 1 1 1 1 I ► 1
1 1
Segment n 031 l 0.629 1 I .19 1 6 1 38 1 3 761 C 19 1 0 �0 ( 0� 19 1 G 00
J,.y�ei�t 3 1 v.J;� 0.80 2.06 , 0 � G,2o �..; J, � .� y. .
Reach 6
1
{ 1 I I 1 1 I{ I 1 l
Segment 3 1 1,801 6.801 0.629 1 2.07 1 0.19 ( 0.26 1 3.30 1 3,761 0.19 1 0,30 0.19 l 0.00
Read: .f I 1 I I
1 I
Segment 3 1 1.901 6.801 0,648 1 2.15 1 0.19 1 0.25 1 3.40 1 3.881 0.19 0.30 0.19 0.00
Reach 8 l 1 I

1 Flow 1 CBOD NBOD ( D.O.
1 cfs ) mg/1 1 mg/1 1 mg/1
'Segment 1 ,each 1
Waste 1 7.750 1 93.000 1 25.840 1 5.000
Headwaters) 16.770 1 2.000 1 1.000 1 9.280
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* Runoff 1 0.280 1 2.000 1 1.000 1 9.280
Segment 1 Reach 2
Waste 1 0.000 0.000 1 0.000 1 0.000
Tributary 1 2.520 1 2.000 1 1.000 1 9.280
* Runoff 1 0.290 1 2.000 1 1.000 1 9.280
Segment 2 Reach 1
Waste 1 0.031 1 45.000 1 74.250 1 0.000
Headwaters) 0.290 1 2.000 1 1.000 1 9.280
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* Runoff 1 0.000 1 2.000 1 1.000 1 9.280
Segment 3 Reach 1
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Headwaters) 0.000 1 2.000 1 1.000 1 9.280
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* Runoff 1 1.370 1 2.000 1 1.000 1 9.280
Segment 3 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.920 1 2.000 1 1.000 1 9.280
* Runoff 1 1.370 1 2.000 1 1.000 1 9.280
Segment 3 ,each 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.510 1 2.000 1 1.000 1 9.280
* Runoff 1 1.370 1 2.000 1 1.000 1 9.280
Segment 3 Reach 4
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* Runoff 1 1.370 1 2.000 1 1.000 1 9.280
Segment 3 Reach 5
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 5.660 1 2.000 1 1.000 1 9.280
* Runoff 1 0.940 1 2.000 1 1.000 1 9.280
Segment 3 Reach 6
s Waste 1 0.008 1 45.000 1 90.000 1 0.000
ti Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* Runoff 1 0.170 1 2.000 1 1.000 I 9.280
Segment 3 ,each 7
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.350 1 2.000 1 1.000 1 9.280
* RunoIf 1 0.170 1 2.000 1, 1.000 1 9.280
Segment 3 Reach 8

Waste ( 0.000 1 0.000 I 0.000 1 0;000
Tributary 1 4.060 1 2.000 1 1.000 1 9.280
Runoff J 0.380 I 2.000 I 1.000 1 9.280
* Runoff flow is in cfs/mile

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
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
1 0.00 7.93 30.76
1 0.05 7.93 30.71
1 0.10 7.93 30.66
1 0.15 7.93 30.61
1 0.20 7.93 30.56
1 0.25 7.93 30.51
1 0.30 7.93 30.46
1 0.35 7.93 30.41
1 0.40 7.93 30.36
1 0.45 7.93 30.31
1 0.50 7.93 30.26
1 0.55 7.93 30.21
1 0.60 7.94 30.16
1 0.65 7.94 30.11
1 0.70 7.94 30.06
1 0.75 7.94 30.01
2 0.75 8.06 27.42
2 0.78 8.06 27.39
2 0.81 8.05 27.37
2 0.84 8.05 27.34
2 0.87 8.04 27.32
2 0.90 8.03 27.29
2 0.93 8.03 27.26
2 0.96 8.02 27.24
2 0.99 8.02 27.21
2 1.02 8.01 27.19
2 1.05 8.01 27.16
2 1.08 8.00 27.14
2 1.11 8.00 27.11
2 1.14 7.99 27.08
2 1.17 7.99 27.06
2 1.20 7.98 27.03
2 1.23 7.98 27.01
2 1.26 7.97 26.98
2 1.29 7.97 26.96
2 1.32 7.96 26.93
2 1.35 7.96 26.91
2 1.38 7.95 26.88
2 1.41 7.95 26.86
2 1.44 7.94 26.83
2 1.47 7.94 26.80
1 0.00 8.38 6.15
1 0.01 8.44 6.14
1 0.02 8.49 6.14
1 0.03 8.54 6.13
1 0.04 8.59 6.12
1 0.05 8.64 6.11
1 0.06 8.68 6.11
1 0.07 8.73 6.10
1 0.08 8.77 6.09
1 0.09 8.81 6.08
1 0.10 8.85 6.08
1 0.11 8.89 6.07
1 0.12 8.92 6.06
1 0.13 8.96 6.05
1 0.14 8.99 6.04
1 0.15 9.03 6.04
1 0.16 9.06 6.03
WINTER
LENOIR @ 5 MGD,NH3 TOX LIMIT
5.2 MG/L
NBOD I Flow I
8.85 24.52
8.84 24.53
8.82 24.55
8.81 24.56
8.79 24.58
8.78 24.59
8.76 24.60
8.75 24.62
8.74 24.63
8.72 24.65
8.71 24.66
8.69 24.67
8.68 24.69
8.66 24.70
8.65 24.72
8.64 24.73
7.93 27.25
7.92 27.26
7.91 27.27
7.91 27.28
7.90 27.28
7.89 27.29
7.88 27.30
7.88 27.31
7.87 27.32
7.86 27.33
7.85 27.34
7.85 27.35
7.84 27.35
7.83 27.36
7.83 27.37
7.82 27.38
7.81 27.39
7.80 27.40
7.80 27.41
7.79 27.42
7.78 27.42
7.77 27.43
7.77 27.44
7.76 27.45
7.75 27.46
8.07 0.32
8.06 0.32
8.05 0.32
8.04 0.32
8.03 0.32
8.02 0.32
8.01 0.32
8.00 0.32
7.99 0.32
7.98 0.32
7.97 0.32
7.96 0.32
7.95 0.32
7.94 0.32
7.93 0.32
7.92 0.32
7.91 0.32

2 1 0.17 9.09 6.02 7.90 0.32
2 1 0.18 9.12 6.01 7.89 0.32
. 2 L '1 0.19 9.14 6.01 7.88 0.32
2 1 0.20 9.17 6.00 7.87 0.32
3 1 0.00 7.95 26.56 7.75 27.78
3 1 0.05 7.95 26.48 7.73 27.85
3 1 0.10 7.95 26.39 7.70 27.92
1 0.15 7.94 26.30 7.68 27.99
1 0.20 7.94 26.21 7.65 28.05
1 0.25 7.93 26.12 7.63 28.12
1 0.30 7.93 26.04 7.60 28.19
3 1 0.35 7.93 25.95 7.58 28.26
3 1 0.40 7.92 25.87 7.56 28.33
3 1 0.45 7.92 25.78 7.53 28.40
3 2 0.45 7.96 25.03 7.33 29.32
3 2 0.55 7.96 24.87 7.28 29.45
3 2 0.65 7.96 24.72 7.24 29.59
3 2 0.75 7.95 24.56 7.19 29.73
3 2 0.85 7.95 24.40 7.15 29.86
3 2 0.95 7.95 24.25 7.10 30.00
3 2 1.05 7.95 24.10 7.06 30.14
3 2 1.15 7.95 23.95 7.02 30.28
3 2 1.25 7.95 23.80 6.98 30.41
3 2 1.35 7.95 23.65 6.93 30.55
3 3 1.35 7.97 23.29 6.84 31.06
3 3 1.45 7.97 23.15 6.80 31.20
3 3 1.55 7.97 23.01 6.76 31.33
3 3 1.65 7.97 22.87 6.72 31.47
3 3 1.75 7.98 22.73 6.68 31.61
3 3 1.85 7.98 22.60 6.64 31.74
3 3 1.95 7.98 22.46 6.60 31.88
3 4 1.95 7.98 22.46 6.60 31.88
3 4 2.05 8.00 22.33 6.57 32.02
3 4 2.15 8.02 22.20 6.53 32.16
3 4 2.25 8.05 22.07 6.49 32.29
3 4 2.35 8.07 21.94 6.46 32.43
3 4 2.45 8.09 21.81 6.42 32.57
3 4 2.55 8.11 21.68 6.39 32.70
3 4 2.65 8.12 21.56 6.35 32.84
3 4 2.75 8.14 21.43 6.32 32.98
3 4 2.85 8.16 21.31 6.28 33.11
3 4 2.95 8.18 21.19 6.25 33.25
3 5 2.95 8.34 18.40 5.48 38.91
3 5 3.05 8.36 18.32 5.46 39.01
3 5 3.15 8.38 18.25 5.44 39.10
3 5 3.25 8.40 18.18 5.42 39.19
3 5 3.35 8.42 18.10 5.40 39.29
3 5 3.45 8.44 18.03 5.38 39.38
3 5 3.55 8.45 17.96 5.36 39.48
3 5 3.65 8.47 17.89 5.34 39.57
3 5 3.75 8.49 17.81 5.32 39.66
3 5 3.85 8.50 17.74 5.30 39.76
3 5 3.95 8.52 17.67 5.28 39.85
3 6 3.95 8.52 17.68 5.30 39.86
3 6 3.96 8.52 17.67 5.30 39.86
3 6 3.97 8.52 17.67 5.29 39.86
3 6 3.98 8.52 17.67 5.29 39.86
3 7 3.98 8.53 17.53 5.26 40.21
3 7 4.08 8.54 17.49 5.24 40.23
3 7 4.18 8.56 17.45 5.23 40.25
3 7 4.28 8.57 17.41 5.22 40.27
3 7 4.38 8.59 17.37 5.21 40.28
3 7 4.48 8.60 17.33 5.20 40.30
3 7 4.58 8.61 17.29 5.19 40.32
3 7 4.68 8.62 17.25 5.18 40.33
3 7 4.78 8.64 17.22 5.16 40.35
W Lk) W W

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
L
#f
7 4.88 8.65 17.18 5.15 40.37
7 4.98 8.66 17.14 5.14 40.38
'7 5.08 8.67 17.10 5.13 40,40
7 5.18 8.68 17.06 5.12 40.42
7 5.28 8.69 17.02 5.11 40.44
7 5.38 8.70 16.98 5.10 40.45
7 5.48 8.71 16.95 5.09 40.47
7 5.58 8.72 16.91 5.08 40.49
7 5.68 8.73 16.87 5.06 40.50
7 5.78 8.74 16.83 5.05 40.52
8 5.78 8.79 15.48 4.68 44.58
8 5.88 8.81 15.44 4.67 44.62
8 5.98 8.82 15.40 4.66 44.66
8 6.08 8.83 15.36 4.65 44.69
8 6.18 8.84 15.32 4.64 44.73
8 6.28 8.85 15.28 4.63 44.77
8 6.38 8.86 15.24 4.62 44.81
8 6.48 8.87 15.21 4.60 44.85
8 6.58 8.88 15.17 4,59 44.88
8 6.68 8.89 15.13 4.58 44.92
8 6.78 8.90 15.09 4.57 44.96
8 6.88 8.91 15.05 4.56 45.00
8 6.98 8.92 15.01 4.55 45.04
8 7.08 8.93 14.97 4.54 45.07
8 7.18 8.94 14.94 4.53 45.11
8 7.28 8.95 14.90 4.52 45.15
8 7.38 8.96 14.86 4.50 45.19
8 7.48 8.97 14.82 4.49 45.23
8 7.58 8.98 14.78 4.48 45.26
8 7.68 8.98 14.75 4.47 45.30
Reach r f Seg Mi f D.O. f CBOD I NBOD f Flow f

1,1MX1PMT/j79
MODEL RESULTS
Discharger : LENOIR-LOWER CR
Receiving Stream : LOWER CREEK
WINTER
LENOIR @ 7 MGD, NH3 TOX LMT =
4.2
The End D.O. is 8.79 mg/l.
The End CBOD is 18.95 mg/1.
The End NBOD is 4.35 mg/l.
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
Segment 3
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flc
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
7.43 0.75 1
8.38 0.00 1
7.50 0.45 1
93.00 19.08 5.00 7.0000C
0.00 0.00 0.00 0.0000C
45,00 74.25 0.00 0.0200C
0.00 0.00 0,00 0.0000C
0.00 0.00 0.00 0.0000C
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.0000C
0.00 0.00 0.00 0.0000C
45.00 90.00 0.00 0.00500
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : LENOIR-LOWER CR Subbasin : 0308
Receiving Stream : LOWER CREEK Stream Class: C
Summer 7Q10 : 11.75
Design Temperature: 14.0
Winter 7Q10 : 16.77
I L E GTH 1 SLOPE( VELOCITY { DEPTH' Kd 1 Kd 1 Ka { Ka 1 i;ti 1 Y.N 1 KNR { KNR
( mile 1 ftjmil fps { ft (design{ 020° {design{ @200 idesigni 020° (design( @20°
Segment 1 { 0.751 5,301 0.554 ( 1.83 { 0.19 1 0.25 { 2.27 1 2.561 0.19 ( 0.30 ( 0.19 { 0.00
Reach 1 1 1
Segment 1 ( 0.721 5.301 0.564 1 1.90 1 0,19 1 0,25 1 2.31 1 2.631 0.19 1 0,30 1 0.191 0.00
Reach 2
1
Segment 2 1 0.201 40.00( 0.149 1 0,38 10,31 1 0.41 1 9.42 1 10.731 0.32 1 0,50 1 0.32 1 0.00
Reach 11
Seg.::ent 3
0.45,
0.567 1 1.92 1 0.19 1 0.25 1 2.32 1 2.641 0.19 I ::,30 1 0,19 l 0.00
Reach 2
I 1
Segment 3 1 0.601 5.301 0.580 1 1.99 1 0.19 1 0,25 1 2.3E 1 2.711 0.19 1 0.30 1 0.19 1 0.00
Reach 3 1 ( 1 1 1 1 I { 1 1 1 1
1 { 1 1 1 1 f 1 I 1 1 1
Segment 3 1 1.001 6,801 0.629 1 1.94 1 0.20 1 0.26 { 3.30 { 3.761 0.19 1 0.30 1 0.19 1 0.00
Reach 41 i I I 1 I I i i 1 i 1
1 1 I I 1 1 i I 1 1 1 1
Segment 3 { 1.001 6.801 0.661 1 2.07 1 0.20 1 0.26 1 3.47 1 3.951 0,19 1 0.30 1 0,19 1 0.00
Reach 5
Segment 3 1 0.031 6.801 0.665 { 2,08 10.20 1 0.26 1 3.49 1 3.981 0.19 1 0,30 1 0,19 1 0,00
Reach S(
i 1 1 i 1 1 1 i 1 1 1 1
Segment 3 1 1.801 6.601 0.665 1 2.09 1 0.20 1 0.26 1 3.49 1 3.981 0.19 1 0,30 1 0.19 1 0.00
Reach 7 1 1 1 I 1 1 1 1 1 1 1 I
1 ! 1 1 1 1 1 1 I 1 I 1
Segment 3 1 1.901 6.601 0,681 { 2.17 1 0.20 1 0.26 1 3.58 1 4.081 0.19 1 0.30 1 0.19 { 0.00
Reach 8

( cfs 1 mg/1 I mg/1 I mg/1 I
„Segment 1 ,each 1
Waste 1 10.850 1 93.000 1 19.080 1 5.000
Headwaters( 16.770 1 2.000 1 1.000 1 9.280
Tributary I 0.000 I 2.000 1 1.000 1 9.280
* Runoff 1 0.280 I 2.000 1 1.000 1 9.280
Segment 1 Reach 2
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 2.520 1 2.000 [ 1.000 9.280
* Runoff 1 0.290 1 2.000 1 1.000 1 9.280
Segment 2 Reach 1
Waste 1 0.031 1 45.000 1 74.250 1 0.000
Headwaters] 0.290 1 2.000 1 1.000 1 9.280
Tributary 1 0.000 1 2.000 1 1.000 1 9,280
* Runoff 1 0.000 1 2.000 1 1.000 1 9.280
Segment 3 Reach 1
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Headwaters( 0.000 1 2.000 1 1.000 1 9.280
Tributary I 0.000 1 2.000 1 1.000 1 9.280
* Runoff 1 1.370 1 2.000 1 1.000 1 9.280
Segment 3 each 2
Waste 0.000 0.000 1 0.000 1 0.000
Tributary 0.920 2.000 1 1.000 I 9.280
* Runoff 1.370 2.000 1 1.000 1 9.280
Segment 3 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.510 1 2.000 1 1.000 1 9.280
* Runoff 1 1.370 1 2.000 1 1.000 1 9.280
Segment 3 Reach 4
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* Runoff 1 1.370 1 2.000 1 1.000 1 9.280
Segment 3 Reach 5
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 5.660 1 2.000 1 1.000 1 9.280
* Runoff 1 0.940 1 2.000 f 1.000 1 9.280
Segment 3 Reach
Waste 1 0.008 1 45 . 000 j 90.00U
Tributary 1 0.000 1 2.000 1 1.000
* Runoff 1 0.170 1 2.000 1 1.000
0.000
9.280
9.280
Segment 3 Reach 7
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary [ 0.350 [ 2.000 1 1.000 I 9.280
* Runoff 1 0.170 1 2.000 1 1.000 [ 9.280
Segment 3 Reach 8
nnn s n nnn
n nnn I n nnn

Tributary ( 4.060 1 2.000 ( 1.000
* Runoff 1 0.380 ( 2.000 1 1.000
Runoff flow is in cfs/mile
9.280
9.280

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
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Reach # I Seg Mi
1 0.00
1 0.05
1 0.10
1 0.15
1 0.20
1 0.25
1 0.30
1 0.35
1 0.40
1 0.45
1 0.50
1 0.55
1 0.60
1 0.65
1 0.70
1 0.75
2 0.75
2 0.78
2 0.81
2 0.84
2 0.87
2 0.90
2 0.93
2 0.96
2 0.99
2 1.02
2 1.05
2 1.08
2 1.11
2 1.14
2 1.17
2 1.20
2 1.23
2 1.26
2 1.29
2 1.32
2 1.35
2 1.38
2 1.41
2 1.44
2 1.47
1 0.00
1 0.01
1 0.02
1 0.03
1 0.04
1 0.05
1 0.06
1 0.07
1 0.08
1 0.09
1 0.10
1 0.11
1 0.12
1 0.13
1 0.14
1 0.15
1 0.16
WINTER
LENOIR @ 7 MGD, NH3 TOX LMT =
4.2
D.O. I CBOD I NBOD I Flow I
7.60 37.75 8.10 27.62
7.59 37.69 8.09 27.63
7.57 37.63 8.08 27.65
7.56 37.58 8.07 27.66
7.55 37.52 8.05 27.68
7.54 37.46 8.04 27.69
7.53 37.41 8.03 27.70
7.51 37.35 8.02 27.72
7.50 37.29 8.01 27.73
7.49 37.24 7.99 27.75
7.48 37.18 7.98 27.76
7.47 37.12 7.97 27.77
7.46 37.07 7.96 27.79
7.45 37.01 7.95 27.80
7.44 36.96 7.94 27.82
7.43 36.90 7.92 27.83
7.58 34.00 7.35 30.35
7.58 33.97 7.34 30.36
7.58 33.94 7.34 30.37
7.57 33.91 7.33 30.38
7.57 33.88 7.32 30.38
7.56 33.85 7.32 30.39
7.56 33.82 7.31 30.40
7.56 33.79 7.30 30.41
7.55 33.76 7.30 30.42
7.55 33.73 7.29 30.43
7.54 33.70 7.29 30.44
7.54 33.67 7.28 30.45
7.54 33.65 7.27 30.45
7.53 33.62 7.27 30.46
7.53 33.59 7,26 30.47
7.53 33.56 7.25 30.48
7.52 33.53 7.25 30.49
7.52 33.50 7.24 30.50
7.52 33.47 7.24 30.51
7.51 33.44 7.23 30.52
7.51 33.41 7.22 30.52
7.51 33,38 7.22 30.53
7.50 33.35 7.21 30.54
7.50 33.32 7.20 30.55
7.50 33.29 7.20 30.56
8.38 6.15 8.07 0.32
8.44 6.14 8.06 0.32
8.49 6.14 8.05 0.32
8.54 6.13 8.04 0.32
8.59 6.12 8.03 0.32
8.64 6.11 8.02 0.32
8.68 6.11 8.01 0.32
8.73 6.10 8.00 0.32
8.77 6.09 7.99 0.32
8.81 6.08 7.98 0.32
8.85 6.08 7.97 0.32
8.89 6.07 7.96 0.32
8.92 6.06 7.95 0.32
8.96 6.05 7.94 0.32
8.99 6.04 7.93 0.32
9.03 6.04 7.92 0.32
9.06 6.03 7.91 0.32

L =. V . J. T J . •_' _ . •� ... . - •. . .. __
2 1 0.18 9.12 6.01 7.89 0.32
2 �1 0.19 9.14 6.01 7.88 0.32
2 1 0.20 9.17 6.00 7.87 0.32
3 1 0.00 7.51 33.01 7.21 30.88
3 1 0.05 7.51 32.91 7.18 30.95
3 1 0.10 7.51 32.81 7.16 31.02
3 1 0.15 7.51 32.71 7.14 31.09
3 1 0.20 7.51 32.61 7.12 31.15
3 1 0.25 7.51 32.51 7.10 31.22
3 1 0.30 7.51 32.41 7.08 31.29
3 1 0.35 7.51 32.31 7.06 31.36
3 1 0.40 7.50 32.21 7.04 31.43
3 1 0.45 7.50 32.11 7.02 31.50
3 2 0.45 7.55 31.26 6.85 32.42
3 2 0.55 7.56 31.07 6.81 32.55
3 2 0.65 7.56 30.89 6.77 32.69
3 2 0.75 7.56 30.71 6.73 32.83
3 2 0.85 7.56 30.53 6.70 32.96
3 2 0.95 7.56 30.35 6.66 33.10
3 2 1.05 7.56 30.17 6.62 33.24
3 2 1.15 7.57 29.99 6.59 33.38
3 2 1.25 7.57 29.82 6.55 33.51
3 2 1.35 7.57 29.65 6.52 33.65
3 3 1.35 7.60 29.24 6.43 34.16
3 3 1.45 7.60 29.07 6.40 34.30
3 3 1.55 7.61 28.91 6.36 34.43
3 3 1.65 7.61 28.74 6.33 34.57
3 3 1.75 7.62 28.58 6.30 34.71
3 3 1.85 7.62 28.42 6.26 34.84
3 3 1.95 7.63 28.26 6.23 34.98
3 4 1.95 7.63 28.26 6.23 34.98
3 4 2.05 7.66 28.11 6.20 35.12
3 4 2.15 7.68 27.95 6.17 35.26
3 4 2.25 7.71 27.80 6.14 35.39
3 4 2.35 7.73 27.64 6.11 35.53
3 4 2.45 7.76 27.49 6.07 35.67
3 4 2.55 7.78 27.34 6.04 35.80
3 4 2.65 7.80 27.20 6.01 35.94
3 4 2.75 7.83 27.05 5.98 36.08
3 4 2.85 7.85 26.90 5.95 36.21
3 4 2.95 7.87 26.76 5.92 36.35
3 5 2.95 8.06 23.42 5.26 42.01
3 5 3.05 8.08 23.33 5.24 42.11
3 5 3.15 8.11 23.24 5.22 42.20
3 5 3.25 8.13 23.15 5.20 42.29
3 5 3.35 8.15 23.06 5.19 42.39
3 5 3.45 8.17 22.98 5.17 42.48
3 5 3.55 8.19 22.89 5.15 42.58
3 5 3.65 8.21 22.80 5.13 42.67
3 5 3.75 8.23 22.71 5.11 42.76
3 5 3.85 8.25 22.63 5.10 42.86
3 5 3.95 8.27 22.54 5.08 42.95
3 6 3.95 8.27 22.54 5.09 42.96
3 6 3.96 8.27 22.54 5.09 42.96
3 6 3.97 8.27 22.53 5.09 42.96
3 6 3.98 8.27 22.53 5.09 42.96
3 7 3.98 8.28 22.36 5.06 43.31
3 7 4.08 8.29 22.32 5.05 43.33
3 7 4.18 8.31 22.27 5.04 43.35
3 7 4.28 8.33 22.22 5.03 43.37
3 7 4.38 8.34 22.17 5.02 43.38
3 7 4.48 8.36 22.12 5.01 43.40
3 7 4.58 8.37 22.08 5.00 43.42
3 7 4.68 8.38 22.03 4.99 43.43
3 7 4.78 8.40 21.98 4.97 43.45
-% -.7 a nn n if 1 n1 n7 /1 nc A, /1'7

3
7
7
7
3 7
3 7
3 7
3 7
3 7
3 7
3 8
3 8
3 8
3 8
3 8
3 8
3 8
3 8
3 8
3 8
3 8
3 8
8
3 8
3 8
3 8
3 8
3 8
3 8
3 8
I Seg # ) Reach #
4.98
5.08
5.18
5.28
5.38
5.48
5.58
5.68
5.78
5.78
5.88
5.98
6.08
6.18
6.28
6.38
6.48
6.58
6.68
6.78
6.88
6.98
7.08
7.18
7.28
7.38
7.48
7.58
7.68
Seg Hi
8.42 21.89 4.95
8.44 21.84 4.94
8.45 21.79 4.93
8.46 21.75 4.92
8.47 21.70 4.91
8.48 21.65 4.90
8.50 21.61 4.89
8.51 21.56 4.88
8.52 21.51 4.87
8.58 19.85 4.54
8.60 19.80 4.53
8.61 19.75 4.52
8.62 19.71 4.51
8.63 19.66 4.50
8.65 19.61 4.49
8.66 19.56 4.48
8.67 19.51 4.47
8.68 19.46 4.46
8.69 19.42 4.45
8.70 19.37 4.44
8.71 19.32 4.43
8.72 19.27 4.42
8.73 19.23 4.41
8.74 19.18 4.40
8.75 19.13 4.39
8.76 19.09 4.38
8.77 19.04 4.37
8.78 18.99 4.36
8.79 18.95 4.35
D.O. I CBOD j NBOD
43.48
43.50
43.52
43.54
43.55
43.57
43.59
43.60
43.62
47.68
47.72
47.76
47.79
47.83
47.87
47.91
47.95
47.98
48.02
48.06
48.10
48.14
48.17
48.21
48.25
48.29
48.33
48.36
48.40
Flow {

Lenoir -Lower Creek WWTP
Residual Chlorine
7010 (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 1.1 :1
Ammonia as NH3
(summer)
11.75 7010 (CFS)
7 DESIGN FLOW (MGD)
10.85 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
48.01 IWC (%)
35.41 Allowable Concentration (mg/1)
Ammonia as NH3
(winter)
7010 (CFS)
2001100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
11.75
7
10.85
1.0
0.22 N
56,10
48.01
1.84 q z8)
16.77
7
10.85
1.8
0.22
39.28 fi01 1
4.24 (/9- de)
9/12/94

Lenoir -Lower Creek WWTP
Residual Chlorine
7010 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ug/I)
Fecal Limit
Rego of 1.5 :1
Ammonia as NH3
(summer)
11.75 7010 (CFS)
5 DESIGN FLOW (MGD)
7.75 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
39.74 IWC (%)
42.77 Allowable Concentration (mg/I)
Ammonia as NH3
(winter)
7010 (CFS)
200/100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
11.75
5
7.75
1.0
0.22
39.74
2.18
16.77
5
7.75
1.8
0.22
31.61 �/ //
5.22 (25 e )
9/12/94

Facility: Lenoir
NPDES#:
Receiving Stream: Husband Creek
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q1 0 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q1 0 per Report Equation:
w7Q10 per Report Equation:
30Q2 per Report Equation:
Drainage Area Ratio:
[ new DA/Da at gage]
Weighted Ratio:
gage number not available
02.1412.4500
HA10
89.50 miles squared
125.30 cfs
24.00 cfs
32.00 cfs
40.00 cfs
must be < 400 sq. miles
16.20 sq. miles
1.4 cfs/miles squared
23 cfs
3.63 cfs
5.54 cfs
7.80 cfs
Continue
0.18 : 1
Inappropriate Site
-0.09 : 1
Over -ride Inappropriate Site (y ):j
/4.Z
/. v1
23
7. 7/
5,c-
.7.y7
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 3002 per Report Equation:
16.20 miles squared
1.4 cfs/miles squared
Inappropriate Site
Inappropriate Site
Inappropriate Site
Inappropriate Site

Facility: Lenoir
NPDES#:
Receiving Stream:$ristot-Creek
Comment(s):
gage number not available
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7010 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q10 per Report Equation:
w7Q10 per Report Equation:
30Q2 per Report Equation:
Drainage Area Ratio:
[ new DA/Da at gage]
Weighted Ratio:
02.1412.4500
HA10
89.50 miles squared
125.30 cfs
24.00 cfs
32.00 cfs
40.00 cfs
must be 400 sq. miles
47.90 sq. miles
1.4 cfs/miles squared
67 cfs
10.84 cfs
16.20 cfs
23.07 cfs
Continue
0.54 : 1
Continue
0.38 : 1
Over -ride Inappropriate Site (y ):j
I,CCG/,vq,t' i.Y3
7L 68
0,67 ii, 08
f 7, i, /6.55
.2Y, 7"1 ,z 3. S.-k'
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 30Q2 per Report Equation:
47.90 miles squared
1.4 cfs/miles squared
67 cfs
11.60 cfs
16.55 cfs
22.44 cfs

Facility: Lenoir
NPDES#:
Receiving Stream: Brie E-0"4" G'ttk-
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q10 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q1 0 per Report Equation:
w7Q10 per Report Equation:
30Q2 per Report Equation:
Drainage Area Ratio:
[ new DA/Daatgage ]
Weighted Ratio:
Over -ride Inappropriate Site (y ):
gage number not available
02.1412.4500
HA10
89.50 miles squared
125.30 cfs
24.00 cfs
32.00 cfs
40.00 cfs
must be < 400 sq. mites
48.50 sq. miles
1.4 cfs/miles squared
68 cfs
10.98 cfs
16.40 cfs
23.36 cfs
Continue
0.54 : 1
Continue
0.39 : 1
48. s— ,8 r
1.5 ci/mit- 4113
73 to 9
il.77 0, aZ
.2 o3 .23. g.C.
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 30Q2 per Report Equation:
48.50 miles squared
1.4 cfs/miles squared
68 cfs
11.77 cfs
16.77 cfs
22.70 cfs

Facility: Lenoir
NPDES#: Lug
Receiving Stream: HuaLzdrrJ Creek
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q10 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q10 per Report Equation:
w7Q10 per Report Equation:
30Q2 per Report Equation:
Drainage Area Ratio:
[ new DA/Da at gage]
Weighted Ratio:
gage number not available
02.1412.4500
HA10
89.50 miles squared
125.30 cfs
24.00 cfs
32.00 cfs
40.00 cfs
must be < 400 sq. miles
55.80 sq. miles
1.4 cfs/miles squared
78 cfs
12.65 cfs
18.85 cfs
26.87 cfs
Continue
0.62 : 1
Continue
0.50 : 1
Over -ride Inappropriate Site (y
)",8
S'S, b'
1 5:6/m,
/3.56 /2..9z
Ze 1'% Ys"--
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7010 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 3002 per Report Equation:
55.80 miles squared
1.4 cfs/miles squared
78 cfs
13.80 cfs
19.40 cfs
25.91 cfs

Faality: Lenoir
NPDES#:
Receiving Stream: Lower Creek
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q1 0 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q10 per Report Equation:
w7Q10 per Report Equation:
30Q2 per Report Equation:
Drainage Area Ratio:
[ new DA/Da at gage]
Weighted Ratio:
Over -ride Inappropriate Site (y ):
gage number not available
02.1412.4500
HA10
89.50 miles squared
125.30 cfs
24.00 cfs
32.00 cfs
40.00 cfs
must be < 400 sq. miles
72.00 sq. miles
1.4 cfs/miles squared
101 cfs
16.36 cfs
24.26 cfs
34.68 cfs
Continue
0.80 : 1
Continue
0.74 : 1
"72-
j, 1743
/0 3
/io.7z-
,2Y.77
35.
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 30Q2 per Report Equation:
72.00 miles squared
1.4 cfs/miles squared
101 cfs
18.54 cfs
25.36 cfs
32.83 cfs
7(im,
6d 3
(o°..G 3
z5, 3C
�3.6v

Facility:
NPDES#:
Receiving Stream:
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q10 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q10 per Report Equation:
w7Q10 per Report Equation:
30Q2 per Report Equation:
Drainage Area Ratio:
[ new DAJDaatgage ]
Weighted Ratio:
Lenoir
Bristol Creek
gage number not available
02.1412.4500
HA10
89.50 miles squared
125.30 cfs
24.00 cfs
32.00 cfs
40.00 cfs
must be < 400 sq. miles
11.60 sq. miles
1.4 cfs/miles squared
16 cfs
2.59 cfs
3.98 cfs
5.59 cfs
Continue
0.13:1
Inappropriate Site
-0.16 : 1
Over -ride Inappropriate Site (y
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 30Q2 per Report Equation:
11.60 miles squared
1.4 cfs/miles squared
Inappropriate Site
Inappropriate Site
Inappropriate Site
Inappropriate Site

Facility: Lenoir
NPDES#:
Receiving Stream: B.istoi-Creek
Comment(s):
gage number not available
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q10 Low Flow Record Station:
w7Q10 Low Flow Record Station:
3002 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q1 0 per Report Equation:
w7Q10 per Report Equation:
3002 per Report Equation:
Drainage Area Ratio:
[ new DA/Daatgage ]
Weighted Ratio:
Over -ride Inappropriate Site (y ):
02.1412.4500
HA10
89.50 miles squared
125.30 cfs
24.00 cfs
32.00 cfs
40.00 cfs
must be < 400 sq. miles
91.40 sq. miles
1.4 cfs/miles squared
128 cfs
20.82 cfs
30.72 cfs
44.02 cfs
Continue
1.02:1
Continue
0.99 : 1
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 30Q2 per Report Equation:
91.40 miles squared
1.4 cfs/miles squared
128 cfs
24.48 cfs
32.67 cfs
40.87 cfs
7/. a7 t
/37 /3/
z, 68 12.67

Facility: Lenoir
NPDES#: ---
Receiving Stream: Hi9efid-Creek
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q1 0 Low Flow Record Station:
w7Q10 Low Flow Record Station:
30Q2 Low Flow Record Station:
Drainage Area New Site:
MAR New Site:
Qave per Report Equation:
s7Q10 per Report Equation:
w7Q10 per Report Equation:
30Q2 per Report Equation:
Drainage Area Ratio:
[new DA/Da at gage]
Weighted Ratio:
Over -ride Inappropriate Site (y ):
gage number not available
02.1412.4500
HA10
89.50 miles squared
125.30 cfs
24.00 cfs
32.00 cfs
40.00 cfs
must be < 400 sq. miles
105.00 sq. miles
1.4 cfs/miles squared
147 cfs
23.95 cfs
35.24 cfs
50.57 cfs
Continue
1.17:1
Continue
0.94 : 1
/0$ s4i L
/, 5" /. Lf3
/58 /50
zs;oz? ;Y.Y7
3773 35�9
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 30Q2 per Report Equation:
105.00 miles squared
1.4 cfs/miles squared
147 cfs
27.91 cfs
37.41 cfs
47.14 cfs
ro>
PC
i./i543
/5g /5.°
Zt4,(3/ 27, 97`
3 Z 53` 77,15
�� 35 47, 7.0

(17-' Sig/
OA=2y
57p,o:7,9
7°9:. 1.7
79
54,6
U 7-3
1/6.35 cops' Z7. 6 9
05'
02" , i. 3(e 0,4 - 2 cr7 / 7n), , • :). 3 2 c 6, L4 9 i • 6. s1.
rv,I
P-* p
U"r7
52_1Z,
-1)4 : 9/.V ^ ` Q/t- I24/ 57p4,=.2yf0‘,0790o _.3,2,47
SzE.z
30/30 )�F = 89.
, /sr
S79,0; 3t'3.7
cd7fr : 37, 3
3°P L:
0,7
/1V5A--
s ie "• 0,0
twir
PU-f f, t4 ve.-