NC0026051_Wasteload Allocation_19850507

c�
0
r
t
I. -
Facility Name:
Existing E]
Proposed
Engineer I Date Rec. I #
NPDES WASTE LOAD ALLOCATION Nk V_ 1111,195 Aca
DvAt►s}--, G6 7-4,a..o'774 Date: f /!C/SSA
Permit No.: X C-00 2 1;0LZ Pipe No.:
bT��As�pr)
ba/
County: '0vtiA&*-,L
Design Capacity (MGD): G . 6 Industrial (% of Flow): 4-1 Domestic (% of Flow): 0. ;L
Receiving Stream: A) 02 r4t l-i4s % C2'/e,4w Class: Sub -Basin:
Reference USGS Quad: (Please attach) Requestor: "� "' Regional Office k'< O
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: � (D / / (G Drainage Area.
7Q10: 0y Winter 7Q10: _
Location of D.O.minimum (miles below outfall):
0
Avg. Streamflow:
30Q2: —
Slope: 5 / -
Velocity (fps): �K.l (base e, per day, 200C): K2 (base e, per day, 2000:
SJVM n A 1, )in i0A
Effluent
Characteristics
Monthly
Average
Comments
y m,
Do
to
/000 /00
/OOD
L/V-9s�-9r�
Effluent
Characteristics
Monthly
Average
Comments
% P ° I -emu
Origin cation
Revi e 1 cation Date(s) of Revision(s)
(Please attach previous allocation)
Confi tion
pared By: Reviewed By:
Date: ✓ !9

Request. No. : 2023
I --------------------- WASTELOAD At APPROVAL FORM---------------------
Facilit,i Name
:
DURHAM CO TRIANRI.F PLANT
TvPe Of Waste
DOM/IND
Receiving Stream
NF CRK
Stream Class
:
C
Subbasin
;
030605
County
DURHAM
Regional Office
:
RALEIGH
Reouestor
:
FINAN
Drainage Area (sa mi)
;
18
7010 (cfs)
:
0
Winter 7010 (cfs)
:
.5
3002 (cfs)
RECOMMENDED EFFLUENT LIMITS
Swan wvr}eR
Wasteflow (mgd)
6
&
5-Daa EOD (mg/1)
8
I(a
Ammonia Nitrogen
(mg/1):
2
N
Dissolved Oxygen
(mg/1):
5
5
PH (SU)
6-9
Fecal Coliform (/100ml):
1000
1000
TSS (mg/1)
:
30
"gyp-iuQ p
�
j
-------------------------------------
COMMENTS -----------------------------------
FACILITY IS : PROPOSED ( EXISTING ( ) NEW ( ) "Pgn51W^
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
RECOMMENDED BY:
REVIEWED BY:
:---_!f_' _. 464 _.__.__-DATF:-.y_/ay-ks-
SUPERVISORY TECH. SUPPORT
REGIONAL SUPERVISOR _.Q-_.c.1_.� DATF.
Approval is ( ) Preliminar!i ( V > fi"i
PERMITS MANAGER ATF. 130ZI5
APPROVED BY :
CHIEFY WATER QUALITY SECTION
Z
----DATF.

w
*** MODEL. SUMMARY DATA ***
DISCHARGER
1
DURHAM CO
SUBBASIN
1 030605
RECEIVING
STREAM 2
NE CRK
STREAM CLASS:
C
7010
0 CFS
WINTFR 7010
i .5 CFS
DESIGN TEMPERATURE
t
26 DEGREES C.
WASTEFLOW
16 MGD
ILFNGTHISI.OPF
I VELOCTTY
IDEPTH
I Kt I Kt
I K2 I K2 I Kn 1
IMILES IFT/MI I FPS
I FT
1 /DAY 1 @70
I/DAY 1 @20 I/DAY I
SEGMENT 1
I I
1 0.301
I
5.001 0.100
I
1 0.43
I I
1 0.51 1 0.39
I I I I
1 1.031 0.901 0.001
REACH t
I I
I
I
I I
I I I I
SEGMENT 1
I I
1 7.501
I
5.001 0.212
I
1 1.25
I 1
1 0.49 1 0.38
I I I I
1 2.171 1.911 0.001
REACH 2
1 1
1
1
1 1
1 1 1 1
*** INPUT DATA SUMMARY ***
I
FLOW I
CBGD 1
NBOD 1
D.O. I
I
CFS I
MG/L I
MG/L I
MG/L I
1
SEGMENT t REACH 1 I
I
I
I
I
I
I
I
I
WASTE 1
0.000
1 0.000 1
0.000 1
0.000 1
HEADWATERSI
0.010
1 7.000 1
0.000 1
5.600 1
TRIBUTARY 1
0.240 1
7.400 1
0.000 1
6.500 1
RUNOFF * 1
---------------------------------------------
0.000 1
0.000 1
0.000 1
-
0.000 1
I
SEGMENT 1 REACH 2 1
I
1
I
1
I
1
I
1
WASTE 1
9.300 1
19.000 1
0.000 1
6.000 1
TRIBUTARY 1
0.000 1
0.000 1
0.000 1
0.000 1
RUNOFF * 1
0.000 1
0.000 1
0.000 1
0.000 1
-----------------------------------
* RUNOFF FLOW IS IN CFS/MILE

DISCHARGER
RECEIVING STREAM
#******** MODEL. RFSULTS *#W##**#**
:DURHAM TRI
Fom 3
GJ� DO In e trf.
THE END D.O. IS 6.62 MG/L
THE END CBOD IS 5.39 MG/L.
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT I IS 4.95 MG/L
THIS MINIMUM IS LOCATED AT SFGMENT MILFFOTNT 1
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH I IS 0 MG/L OF CROD
THE WLA FOR SEGMENT t REACH 1 IS 0 MG/L OF NBOD
THE.. REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0 MGD
THE.. WKA FOR SEGMENT 1 REACH 2 IS t6 MG/n OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NR(1D
THE.. REQUIRED EFFLUENT D.G. TS S MG/L
THE WASTEFLOW ENTERING SEC+ a REACH 2 IS 6 MGD

i •.
0
a3o�oS
A,57 c/taty 11-7 Vr/777UlLC��
-- - — _� 052.9--
`��--
_
f r�r�i���icQ c=moo l� r
y

0
l 14-
u�yne✓If
US(s5#02o°IiH���� 8y
F
) T=2I/
^fi3 Y
r✓'
Ra1.TQ•
4,Ap(Lr 115
S9`a 0z�
Teci „, &0 l Quu = 0, 0/ ?-
pvo-O� (o —1��
5t9 rrm rn Z
F-o•t _r- �sonSK
,00s RTT 4,4T
015 .005
L0ure5 Grp ve. 5L.A.701 / ///'h i ZJ // d 7 / ( C, CC S
im Do = 5, (/ groDult = l -�L. /
_ CC5„��= 0,0036c�,
50A-ean H5 m-j4p / --"o v-e. %c<ih/ 1,/.
0 ft,) /�� 4rnIC) /30 - 5-1 3, Z
l t'pCht, � / 17 0 �— f,4?4 kn /72

I Aaka�
----
5 115 L C:
---------- —. _-6L
——
3.7-
SODu 1+ 1
260.5
1&0 (Aj
LG' ��✓rd/n�
'y wotO }
t-4. �
5,14
O
-- — 4a
o05
(�D/L)
- - --- m —
- - (v -----
-�°- -
ho
-- - -
-�
of 5 - 0. 5 -
KL
JSDi4 -s rTaTv—F�
25 -- ---
--?, y
00�3
a
-- -- - Sr,.eh t 3 ------ -

y
cdr
- old It -P, b

11**&# MODEL. RESULTS *k*#****
DISCHARGER :DURHAM KOWER MODFKY RATES FROM 3 MGD
RECEIVING STREAM U P�16 Do .lily
THE END D.O. IS 6.35 MG/L
THE END CBOD IS 6.39 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 5.01 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIIFROTNT 2.3
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1. IS 0 MG/L. OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L.. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1. REACH 1 IS 0 MGii
THE WLA FOR SEGMENT I REACH 2 IS JVDMG/L. OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED F.FFKUENT D.O. T.S 6 MG/L
THE WASTEFLOW ENTERING SE; 1 '..ACH 2 IS 6 MGI,

*** MODEL SUMMARY fiAiA ***
DISCHARGER : TRIANULE WWfP SUBBASIN : 030605
RECEIVING STREAM NORTHEAST CR SIREAM CL.ASS: L
7010 : .1 CFS WLNIER /U10 : .4:59 CFS
DESIGN TEMPERATURE : 26 DEGREES C. WASIE:FL.OW : :i M19D
1LENGTHISLUPE I VELOCII'Y IUF'P1'H 1 K1 I Kn I K2 I Kl_ I Kn I
IMILES IFT/MI I FPS I F'f I /DAY I N20 I/DAY I L420 1/))AY I
smmasmsssxaxaasmssaasxasxaxxasssxsx �sss xx=ssxssxsxxs sxssxsssxxsss=sssxssxsssss
I I I 1 1 I I I I I
SEGMENT 1 1 7.501 5.001 0.242 1 1.14 1 0.50 1 0.3B I 2.4Y1 2.181 0.001
REACH I I I I I I I I I 1 I
ssaxmssxasaazssaxaamxssxxxsaaamsxxxxaxaxxsxxaxxxxsssxs=sx=srsxs x x=xxsxsx =xxxs
*** INPUT DATA SUMMARY ***
1
FLOW 1
GOOD I
NBUD I
D.U. I
I
CF8 I
MG/L i
MG/L. I
MG/L 1
SEGMKNI 1 REACH 1 I
I
I
I
I
WASTE 1
4.650 1
26.000 1
0.000 1
5.000 I
HEADWATFRSI
0.100 1
2.000 1
0.000 1
7.400 1
TRIBUTARY 1
0.000 1
0.000 1
0.000 1
0.000 1
RUNUFF * 1
0.000 1
0.000 1
0.000 1
0.000 1
=xxxsssxsxxxassma:saaxsssssxxxsxxxxsxss=xxxxxss
s_sxsxxax
* RUNOFF
PLUW 1S
IN CFS/MILE

MODEL RESULTS ***##*#k*
DISCHARGER L:DURHAN TR.T.ANGKF WINTER
RECEIVING STREAM i
THE END D.O. IS 6.42 MG/L
THE END CBOD IS 25.96 MG/ L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT I IS 8.73 MG/L.
THIS MINIMUM IS LOCATED AT SEGMENT MTLEPOTNT 0.8
WHICH IS LOCATED IN REACH NUMBER i
THE WLA FOR SEGMENT 1 REACH I IS 22 MG/L OF CROD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L.. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5.1 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.02 MGD
THE WLA FOR SEGMENT I REACH 2 IS 34 MG/L.. OF CBOD
THE. WLA FOR SEGMENT I REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0.005 MGIi
THE D.O. MIN. OF SEGMENT 2 IS 5.02 MC/L.
THIS MINIMUM IS LOCATED AT SEGMENT M.T.L...EPOINT 1.2
WHICH IS LOCATED IN REACH NUMBER 3
THE WLA FOR SEGMENT 2 REACH I IS 36 MG/L OF CBOD
THE WLA FOR SEGMENT 2 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH I IS 0.005 MGD
THE WLA FOR SEGMENT 2 REACH 2 IS 51 MG/L OF CBOD
THE WLA FOR SEGMENT 2 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 2 IS 0.15 MGD
THE WLA FOR SEGMENT 2 REACH 3 IS 36 MG/L. OF CBOD
THE WLA FOR SEGMENT 2 REACH 3 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 3 IS 0.003 MGD
THE D.O. MIN. OF SEGMENT 3 IS 5.90 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIL..EPOINT 2.6
WHICH IS LOCATED IN REACH NUMBER 2
THE. WLA FOR SEGMENT 3 REACH I IS 0 MG/L OF CBOD
THE. WLA FOR SEGMENT 3 REACH I IS 0 MG/L. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 3 REACH 1 IS 0 MGD
THE WLA FOR SEGMENT 3 REACH 2 IS 40 MG/L. OF CBOD
THE WLA FOR SEGMENT 3 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SFG 3 REACH 2 IS 6 MGD

DISCHARGER
DURHAN WTNTER
RECEIVING STREAM
WASTEFLOW
6
1 SEG NO I
REACH
I SEG HI 1
DO I
CROD I
NROD I
FLOW I
I 1 1
1
1 0.001
8.771
3.171
0.001
0.531
I 1 1
1
1 0.101
8.761
3.i11
0.001
0.531
I 1 1
1
1 0.201
8.751
3.051
0.001
0.531
I 1 1
1
1 0.301
8.751
2.991
0.001
0.531
I 1 1
1
1 0.401
8.741
2.941
0.001
0.531
I 1 1
1
1 0.501
8.741
2.881
0.001
0.531
1 1 1
1
1 0.601
8.731
2.831
0.001
0.531
1 1 1
1
1 0.701
8.731
2.771
0.001
0.531
1 1 1
1
I 0.801
8.731
2.721
0.001
0.531
1 1 1
1
1 0.901
8.731
2.671
0.001
0.531
1 1 1
1
1 1.001
8.731
2.621
0.001
0.531
1 1 1
1
1 1.101
8.731
2.571
0.001
0.531
1 1 1
1
1 1.201
8.741
2.521
0.001
0.531
1 1 1
1
1 1.301
8.741
2.481
0.001
0.531
1 1 1
1
1 1.401
8.751
2.431
0.001
0.531
1 1 1
1
1 1.501
8.751
2.381
0.001
0.531
1 1 1
1
1 1.601
8.761
2.341
0.001
0.531
1 1 1
1
1 1.701
8.761
2.301
0.001
0.531
1 1 1
1
1 1.801
8.771
2.251
0.001
0.531
1 1 1
1
1 1.901
8.781
2.21.1
0.001
0.531
1 1 1
1
1 2.001
8.781
2.1.71
0.001
0.531
1 1 1
1
1 2.101
8.791
2.1.31
0.001
0.531
1 1 1
1
1 2.201
8.801
2.091
0.001
0.531
1 1 1
1
1 2.301
8.811
2.051
0.001
0.531
1 1 1
1
1 2.401
8.821
2.01.1
0.001
0.531
1 1 1
1
1 2.501
8.831
1.971
0.001
0.531
1 1 1
1
1 2.601
8.841
1.941
0.001
0.531
1 1 1
1
1 2.701
8.851
1.901
0.001
0.531
1 1 1
1
1 2.801
8.861
1.861
0.001
0.531
1 1 1
1
1 2.901
8.871
1.831
0.001
0.531
1 1 1
1
1 3.001
8.881
1.801
0.001
0.531
1 1 1
1
1 3.101
8.891
1.761
0.001
0.531
1 1 1
1
1 3.201
8.901
1.731
0.001
0.531
1 1 1
2
1 3.201
8.851
2.191
0.001
0.541
1 1 1
2
1 3.301
8.851
2.151
0.001
0.541
1 1 1
2
1 3.401
8.861
2.1.11
0.001
0.541
I 1 I
2
1 3.501
8.871
2.071
0.001
0.551
1 1 1
2
1 3.601
8.881
2.031
0.001
0.551
1 1 1
2
1 3.701
8.881
1.991
0.001
0.551
1 1 1
2
1 3.801
8.891
1.951
0.001
0.561
1 1 1
2
1 3.901
8.901
1.921
0.001
0.561
1 1 1
2
1 4.001
8.911
1.881
0.001
0.561
1 1 1
2
1 4.101
8.921
1.851
0.001
0.571
1 1 1
2
1 4.201
8.931
1.811
0.001
0.571
1 1 1
2
1 4.301
8.941
1.781
0.001
0.571
1 1 1
2
1 4.401
8.951
1.751
0.001
0.571
1 1 1
2
1 4.501
8.961
1.721
0.001
0.581

SEG NO
I REACH
I SEG MI I
DO I
CROA I
NR01i 1
FLOW 1
2
1 1
1 0.001
6.001
36.001
0.001
0.011
2 1
1
1 0.051
6.381
29.841
0.001
0.011
2 1
1
1 0.101
6.691
25.411
0.001
0.011
2 1
1
1 0.151
6.961
22.061
0.001
0.011
2 1
1
1 0.201
7.191
19.451
0.001
0.011
2 1
2
1 0.201
6.071
49.241
0.001
0.251
2 1
2
1 0.251
6.131
48.411
0.001
0.251
2 1
2
1 0.301
6.191
47.601
0.001
0.251
2
1 2
1 0.351
6.251
46.801
0.001
0.251
2
1 2
1 0.401
6.311
46.011
0.001
0.251
2
1 3
1 0.401
6.311
45.831
0.001
0.261
2
1 3
1 0.501
5.941
44.381
0.001
0.261
2
1 3
1 0.601
5.651
42.991
0.001
0.261
2
1 3
1 0.701
5.431
41.641
0.001
0.271
2
1 3
1 0.801
5.271
40.341
0.001
0.271
2
1 3
1 0.901
5.151
39.091
0.001
0.271
2
1 3
1 1.001
5.081
37.881
0.001
0.271
2
1 3
1 1.101
5.041
36.711
0.001
0.281
2
1 3
1 1.201
5.021
35.581
0.001
0.281
2
1 3
1 1.301
5.031
34.501
0.001
0.281
2
1 3
1 1.401
5.061
33.451
0.001
0.291
2
1 3
1 1.501
5.101
32.431
0.001
0.291
2
1 3
1 1.601
5.161
31.451
0.001
0.291
2
1 3
1 1.701
5.231
30.501
0.001
0.301
2
1 3
1 1.801
5.301
29.591
0.001
0.301
2
1 3
1 1.901
5.381
28.711
0.001
0.301
2
1 3
1 2.001
5.471
27.851
0.001
0.301
2
1 3
1 2.101
5.561
27.021
0.001
0.311
2
1 3
1 2.201
5.651
26.231
0.001
0.311
2
1 3
1 2.301
5.751
25.451
0.001
0.311
2
1 3
1 2.401
5.851
24.711
0.001
0.321
2
1 3
1 2.501
5.941
23.981
0.001
0.321
2
1 3
1 2.601
6.041
23.291
0.001
0.321
2
1 3
1 2.701
6.141
22.611
0.001
0.331
2
1 3
1 2.801
6.231
21.951
0.001
0.331

SEG NO
I REACH
I SEG MI I
IiO I
CROD I
NPOD I
FLOW 1
3
1 1
1 0.001
7.971
9.061
0.001
0.911
3
1 1
1 0.101
7.911
8.871
0.001
0.911
3
1 1
1 0,201
7.851
84681
0.001
0.911
3
1 1
1 0.301
7.811
8.501
0.001
0.921
3
1 2
1 0.301
6.161
37.181
0.001
1.0.221
3
1 2
1 0.401
6.141
37.001
0.001
10.221
3
1 2
1 0.501
6.111
36.821
0.001
10.221
3
1 2
1 0.601
6.091
36.651
0.001
10.221
3
1 2
1 0.701
6.071
36.471
0.001
10.231
3
1 2
1 0.801
6.051
36,301
0.001
10.231
3
1 2
1 0.901
6.031
36.121
0.001
10.231
3
1 2
1 10001
6.021
35.951
04001
10.241
3
1 2
1 1.101
6.001
35.781
0.001
10.241
3
1 2
1 1.201
5.991
35.611
0.001
10.241
3
1 2
1 1.301
5.971
35.441
0.001
10.251
3
I 2
I 1..401
5.961
35,271
0.001
10.251
3
1 2
1 1.501
5.951
35.101
0.001
10.251
3
1 2
1 1.601
5.941
34.931
0.001
10.251
3
1 2
1 1..701
5.941
34.761
0.001
1p.261
3
1 2
1 1.801
5.931
34.601
0.001
10.261
3
1 2
1 1.901
5.921
34.431
0.001
10,261
3
1 2
1 2.001
5.921
34.271
0.001
10.271
3
1 2
1 2.1015.91.1
34.101
0.001
10.271
3
1 2
1 2.201
5.911
33.941
00001
10.271
3
1 2
1 2.301
5.911
33.781
0.001
10,281
3
1 2
1 2.401
5.911
33.621
0.001
10.281
3
1 2
1 2.501
5.901
33.461
0.001
10,281
3
1 2
1 2.601
5.901
33.301
0.001
10.281
3
1 2
1 2.701
5.911
33.141
0.001
10.291
3
1 2
1 2.801
5.911
32.981
0.001
10.291
3
1 2
1 2.901
5.911
32.821
0.001
10,291
3
1 2
1 3.001
5.911
32.671
0.001
10.301
3
1 2
I 3,1.01
5.911
32.511
0.001
10,301
3
1 2
1 3.201
5.921
32.351
0.001
10.301
3
1 2
1 3.301
5.921
32.201
0.001
10.311
3
1 2
1 3.401
9.931
32.051
0.001
10.311
3
1 2
1 3.501
5.931
31.891
0.001
10.311
3
I 2
1 3.601
5.941
31.741
0.001
10.311
3
1 2
1 3.701
5.941
31.591
0.001
10.321
3
1 2
1 3.801
5.951
31..441
0.001
10,321
3
1 2
1 3.901
5.961
31.291
0.001
10.321
3
1 2
1 4.001
5.971
31.1.41
01001
10.331
3
1 2
1 4.101
5.971
30.991
0.001
10.331
3
1 2
1 4.201
5.981
30.841
0.001
10,331
3
1 2
1 4.301
5.991
30.691
0.001
10.341
3
1 2
1 4.401
6.001
30.551
0.001
10.341
3
1 2
1 4.501
6.011
30.401
0.001
10.341
3
1 2
1 4.601
6.021
30.261
0.001
1.0.341
3
1 2
1 4.701
6.031
30.111
0.001
10.351
3
1 2
1 4.801
6.041
29.971
0.001
10.351
3
1 2
1 4.901
6.051
29,821
0.001
10,351
3
1 2
1 5.001
6.061
29.681
0.001
10.361
3
1 2
1 5.101
6,071
29.541
0.001
10.361
3
1 2
1 5.201
6.081
29.401
0.001
10.361
3
1 2
1 5.301
6.091
29.261
0.001
10.371
3
1 2
1 5,401
6.101
29.121
0,001
1.0.371
3
1 2
1 5.501
6.121
28.981
0.001
.10.371
3
I 2
1 5.601
6.131
29.841
0.001
10.371
3
1 2
1 5.701
6.141
28.701
0.001
10.381
3
1 2
1 5.801
6.151
28.571
0.001
10.381
3
1 2
1 5.901
6.161
28.431
0.001
10.381
3
1 2
1 6.001
6.1.81
28.291
0.001
10,391
3
1 2
1 6.101
6.191
28.161
0.001
10.391
3
I 2
I 6.201
6.201
28.021
0.001
10.391
3
I 2
1 6.301
6.221
27.891
0.001
10.401
3
1 2
1 6.401
6.231
27.761
0.001
10.401
3
1 2
1 6.501
6.241
27.621
0.001
10.401
3
1 2
1 6.601
6,261
27.491
0.001
10.401
3
I 2
1 6.701
6.271
27.361
0.001
1.0.411
3
1 2
1 6.801
6.281
27.231
0.001
10.411
3
I 2
1 6.901
6.301
27.101
0.001
10.411
3
1 2
1 7.001
6.311
26.971
0.001
10.421
3
1 2
1 7.101
6.321
26.841
0.001
10.421
3
1 2
1 7.201
6.341
26.711
0.001
i0.421
3
I 2
1 7.301
6.351
26.591
0.001
10.431
3
1 2
1 7.401
6,371
26.461
0.001
10.431
3
1 2
1 7,501
6.381
26.331
0.001
10.431
3
1 2
1 7.601
6.391
26.211
0.001
10.431
3
1 2
1 7.701
6.411
26.081
00001
10.441
3
1 2
1 7.801
6.421
25.961
0.001
10.441

k**#*#**** MODEL RESULTS
DISCHARGER K urhem trian5le
RECEIVING STREAM :northeast creek. �JVVL
THE END D.O. IS 7.08 MG/L
THE END CBOD IS 6.30 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 5.03 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOTNT 0.7
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH I IS 11 MG/L OF CROP
THE WLA FOR SEGMENT I REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5.1 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH i IS 0.02 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 17.1 MG/L. OF CBOD
THE WLA FOR SEGMENT I REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5.4 MG/L
THE WASTEFLOW ENTERING SEG I REACH 2 IS 0.005 MOD
THE D.O. MIN. OF SEGMENT 2 IS 5.57 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIL.FFOINT 0.2
WHICH IS LOCATED IN REACH NUMBER 1
THE WI_A FOR SEGMENT 2 REACH 1 IS 18 MG/L OF CBOD
THE WLA FOR SEGMENT 2 REACH 1 IS 0 MG/L OF NROD
THE REQUIRED F..FFL..UENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SFG 2 REACH i IS 0.005 MGD
THE WLA FOR SEGMENT 2 REACH 2 IS 1.8 MG/I. OF CBOD
THE WLA FOR SEGMENT 2 REACH 2 IS 0 MG/L OF NROD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 2 IS 0.15 MGD
THE WLA FOR SEGMENT 2 REACH 3 IS 18 MG/L OF CBOD
THE WLA FOR SEGMENT 2 REACH 3 IS 0 MG/L OF NHOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 3 IS 0.003 MGD
THE D.O. MIN. OF SEGMENT 3 IS 6.01 MG/L
THIS MINIMUM TS LOCATED AT SEGMENT MIL.EFOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WL.A FOR SEGMENT 3 REACH I IS 13 MG/I_ OF CBOD
THE WLA FOR SEGMENT 3 REACH I IS 0 MG/L OF NROD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SFG 3 REACH 1 IS 6 MGD

K** MOREL SUMMARY DATA ***
UISCHARGER DURHAM TRIANGLE 3UBBASIN : 030605
RECEIVING STREAM : NORTHEAST CRK STREAM CLASS: C
7010 : 0 CFS WINTER 7010 : 0 CFS
DESIGN TEMPERATURE : 26 DEGREFS C. WASTFFLOW : 6 MOD
ILENGTHISLOPE I
VELOCITY IDEPTH I
Kt I
K1
I K2 I
K2 I
Kn I
IMILES IFT/MI I
FPS I
FT I
/DAY 1
@20
I/DAY 1
@20 I/DAY I
--------------------------------------------------------------------------------
I
SEGMENT
1
1 3.201 4.001
0.500 10.09
1 1.32
1 1.00
1 4.101
3.601
0.001
REACH
1
I I I
I
I
I
I I
I
I
__`-__________________________________________
SEGMENT
1
1 1.301 4.001
0.500 1
0.09 1
1.32 1
1.00
1 4.101
3.601
0.001
REACH
--------------------------------------------------------------------------------
--------------------------------------------------------------------------
2
1 I 1
I
1
1
1 1
1
I
--- --
SEGMENT
2
I
1 0.201 30.001
0.100 1
0.09 1
1.11
1 0.84
1 6.151
5.401
0.001
REACH
t
I i I
I
I
I
I I
I
I
SEGMENT
2
I I I
1 0.201 30.001
I
0.104 1
I
0.39 1
0.62
I
1 0.47
I I
1 6.401
I
5,621
I
0.001
REACH
2
1 1 1
1
1
1
1 1
1
1
SEGMENT
2
I I I
1 2.401 14.001
I
0.100 10.40
1
I
0.55
I
1 0.42
1 I
1 2.871
I
2.521
I
0.001
REACH
3
1 I 1
1
1
1
1 1
1
1
-----------------
SEGMENT
3
I
1 7.501 5.001
0,327 1
1.40 1
0.51
1 0.39
1 3.361
2.951
0.001
REACH
1
I I I
I
I
I
I I
I
I
*** INPUT DATA SUMMARY ***
I
FLOW I
r,BOD I
NBOD I
D.O. I
---------------------------------------------------------
I
CFS I
MG/L I
MG/L 1
MG/L I
SEGMENT
1 REACH t I
1
l
I
I
WASTE 1
0.031 1
11.000 1
0.000 1
5.100 1
HEADWATERSI
0.000 1
0.000 1
0.000 1
0.000 1
TRIBUTARY 1
0.000 1
0.000 1
0.000 I
0.000 1
---------------------------------------------------------
---------------------------------------------------------
RUNOFF * 1
0.000 1
0.000 1
0.000 1
0.000 1
SEGMENT
I
1 REACH 2 1
I
I
1 I
I
1
I
1
WASTE 1
0.008
1 t7.100 1
0.000 1
5.400 1
TRIBUTARY 1
0.000 1
0.000 1
0.000 I
0.000 1
RUNOFF * I
0.000 1
0.000 1
0.000 1
0.000 1
SEGMENT
I
2 REACH 1 I
I
I
I
I
I
I
I
I
WASTE 1
0.008 1
18.000 1
0.000 1
6.000 1
HEADWATERSI
0.000 1
0.000 I
0,000 1
0.000 1
TRIBUTARY I
0.000 1
0.000 1
0.000 1
0.000 1
RUNOFF * I
0.000 1
0.000 1
0.000 1
0.000 I
SEGMENT
I
2 REACH 2 1
I
1
I
1
I
1
I
1
WASTE 1
0.233 1
18.000 1
0.000 I
6.000 1
TRIBUTARY 1
0.000 1
0.000 1
0.000 1
0.000 1
RUNOFF * 1
0.000 1
0.000 1
0.000 1
0.000 1
SEGMENT
I
2 REACH 3 1
I
1
I
1
I
1
I
1
WASTE 1
0.005 118.000
1
0.000 1
6.000 I
TRIBUTARY 1
0.000 1
0.000 1
0.000 1
0.000 1
---------------------------------------------------------
---------------------------------------------------------
RUNOFF * 1
0.000 1
0.000 1
0.000 1
0.000 1
---------------------------------------------------------
SEGMENT
I
3 REACH 1 I
I
I
I
I
I
I
I
I
WASTE 1
9.300 1
13.000 1
0.000 1
6,000 1
TRIBUTARY 1
0.000 1
0.000 1
0.000 I
0.000 1
---------------------------------------------------------
RUNOFF * 1
0.000 I
0.000 1
0.000 1
0.000 1
---------------------------------------------------------
* RUNOFF FLOW IS IN CFS/MILE

Tl' SCHARGER
F.ECEIVING STREAM
WASTEFLOW
DIIRHAN TRIANGLE
NORTHEAST CRK
I 6
SEG NO
1 REACH
I SEG MI I
Tin I
CROD I
NBOD I
FLOW I
1
I 1
1 0.001
5.1.01
11.001
0.001
0.031
1
1 1
1 0.101
5.081
10.821
0.001
0.031
1
I 1
1 0.201
5.061
1.0.651
0.001
0.031
1
1 1
1 0.301
5.051
10.481
0.001
0.031
1
1 1
1 0.401
5.041
10.311
0.001
0.031
1
1 1
1 0.501
5.041
10.191
0.001
0.031
1
1 1
1 0.601
5.031
9.991
0.001
0.031
1
1 1
1 0.701
5.031
9.831
0.001
0.031
1
1 1
1 0.801
5.031
9.671
0.001
0.031
1
1 1
1 0.901
5.041
9.521
0.001
0.031
1
1 1
1 1..001
5.041
9.361
0.001
0.031
1
1 1
1 1.101
5.051
9.211
0.001
0.031
1
1 1
1 1.201
5.061
9.071
0.001
0.031
1
1 1
1 1.301
5.081
8.921
0.001
0.031
1
1 1
1 1.401
5.091
8.781
0.001
0.031
1
1 1
1 1.501
5.101
8.641
0.001
0.031
1
1 1
1 1.601
5.121
8.501
0.001
0.031
1
1 1
1 1.701
5.141
8.371
0.001
0.031
1
1 1
1 1.801
5.161
8.231
0.001
0.031
1
1 1
1 1.901
5.1B1
8.1.01
0.001
0.031
1
1 1
1 2.001
5.201
7.971
0.001
0.031
1
1 1
1 2.101
5.221
7.841
0.001
0.031
1
1 1
1 2.201
5.251
7.721
0.001
0.031
1
1 1
1 2,301
5.271
7.601
0.001
0.031
1
1 1
1 2.401
5.301
7.471
0.001
0.031
1
1 1
1 2.501
5.321
7.361
0.001
0.031
1
1 1
1 2.601
5.351
7.241
0.001
0.031
1
1 1
1 2.701
5.371
7.121
0.001
0.031
1
1 1
1 2.801
5.401
7.011
0.001
0.031
1
1 1
1 2.901
5.431
6.901
0.001
0.031
1
1 1
1 3.001
5.461
6.791
0.001
0.031
1
1 1
1 3.101
5.491
6.681
0.001
0.031
1
1 1
1 3.201
5.511
6.571
0.001
0.031
1
1 2
1 3.201
5.491
8.681
0.001
0.041
1
1 2
1 3.301
5.491
8.541
0.001
0.041
1
1 2
1 3.401
5.491
8.401
0.001
0.041
1
1 2
1 3.501
5.491
8.271
0.001
0.041
1
1 2
1 3.601
5.491
8.1.41
0.001
0.041
1
1 2
1 3.701
5.501
8.011
0.001
0.041
1
1 2
1 3.801
5.511
7.881
0.001
0.041
1
I 2
1 3.901
5.521
7.751
0.001
0.041
1
1 2
1 4.001
5.531
7.631
0.001
0.041
1
1 2
1 4.101
5.541
7.511
0.001
0.041
1
1 2
1 4.201
5.551
7.391
0.001
0.041
1
1 2
1 4.301
5.571
7.271
0.001
0.041
1
1 2
1 4.401
5.581
7.1.51
0.001
0.041
1
1 2
1 4.501
5.601
7.041
0.001
0.041

SEG NO
I REACH
I SEG MI I
rl0 1
C-POTI I
NRGrl I
Fl GW 1
2
1 1
1 0.001
6.001
18.001
0.001
0.011
2
1 1
1 0.051
5.831
17.401
0.001
0.011
2
I i
1 0.101
5.71.1
1.6.821
0.001
0.011
2
1 1
1 0.151
5.631
16.261
0.001
0.011
2
1 1
1 0.201
5.571
15.721
0.001
0.011
2
1 2
1 0.201
5.991
1,7.931
0.001
0.241
2
1 2
1 0.251
6,071
17.6i1
0.001
0.241
2
1 2
1 0.301
6.151
17.291
0.001
0,241
2
1 2
1 0.351
6.221
1.6.981
0.001
0.241
2
1 2
1 0.401
6.281
16.681
0.001
0.241
2
1 3
1 0.401
6.281
16.701
0.001
0.241
2
1 3
1 0.501
6.081
16.1.51
0.001
0.241
2
1 3
1 0.601
5.931
15.611
0.001
0.241
2
1 3
1 0.701
5.821
15.091
0.001
0.241
2
1 3
1 0.801
5.741
14.591
0.001
0.241
2
1 3
1 0.901
5.691
14.111
0.001
0.241
2
1 3
1 1.0015.671
13.641
0.001
0.241
2
1 3
1 1.101
5.661
13.191
0.001
0.241
2
1 3
1 1.201
5.671
1.2.751
0.001
0.241
2
1 3
1 1.301
5.691
12.331
0.001
0.241
2
1 3
1 1.401
5.721
11..921
0.001
0.241
2
1 3
1 1.501
5.751
11,521
0.001
0.241
2
1 3
1 1.601
5.801
1.1.1.41
0.001
0.241
2
1 3
1 1.701
5.841
10.771
0.001
0*241
2
1 3
1 1..801
5.901
10.411
0.001
0.241
2
1 3
1 1..901
5.951
10.071
0.001
0.241
2
1 3
1 2.001
6.01.1
9.731
00001
0.241
2
1 3
1 2.101
6.061
9.411
0.001
0.241
2
1 3
1 2.201
6.121
9.1.01
0.001
0.241
2
1 3
1 2,301
6.181
8.791
0.001
0.241
2
1 3
1 2.401
6.241
8.501
0.001
0.241
2
1 3
1 2.501
6.291
8.221
0.001
0.241
2
1 3
1 2.601
6.351
7.951
0.001
0.241
2
1 3
1 2.701
6.411
7.681
0.001
0.241
2
1 3
1 2.801
6.461
7.431
0.001
0.241

I: SEC NO
I REACH
I SEG MI 1
DO I
CROD I
NR(lil I
FLOW I
1 3
1 1.
1 0.001
6.011
12.831
0.001
9.581
I 3
1 1
1 0.1.01
6.031
12.71.1
0.001
9.581
1 3
1 1
1 0.201
6.041
1.1.591
0.001
9.581
1 3
1 1
1 0.301
6.061
1.2.471
0.001
9.581
1 3
1 1
1 0.401
6.071
12.361
0.001
9.581
1 3
1 1
1 0.501
6.091
12.241
0.001
9.581
1 3
1 1
1 0.601
6.111
12.121
0.001
9.581
1 3
1 1
1 0.701
6.121
12.01.1
0.001
9.581
1 3
1 1
1 0.801
6.141
11.901
0.001
9.581
1 3
1 1
1 0.901
6.161
11.781
0.001
9.581
1 3
1 1
1 1.001
6.171
11..671
0.001
9.581
1 3
1 1
1 1.101
6.191
1.1.561
0.001
9.581
1 3
1 1
1 1.201
6.201
11..451
0.001
9.581
1 3
1 1
1 1.301
6.221
11.37-1
0.001
9.581
1 3
1 1
1 1.401
6.241
11.241
0.001
9.581
1 3
1 1
1 1.501
6.251
11.131
0.001
9.581
1 3
1 1
1 1.601
6.271
11.031
0.001
9.581
1 3
1 1
1 1.701
6.291
10.921
0.001
9.581
1 3
1 1
1 1.801
6.301
1.0.82.1
0.001
9.581
1 3
1 1
1 1.901
6.321
10.721
0.001
9.581
1 3
1 1
1 2.001
6.341
10.621
0.001
9.581
1 3
1 1
1 2.101
6.351
10.521
0.001
9.581
1 3
1 1
1 2.201
6.371
1.0.421
0.001
9.581
1 3
1 1
1 2.301
6.381
10.321
0.001
9.581
1 3
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