NC0032115_Wasteload Allocation_19880725

NPDES WASTE LOAD ALLOCATION —'
Modeler Date Rec.
PERMIT NO.: NCoo 3�1 1 � od el -�
FACILITY NAME: _T�ow,a 02 -QANN17Q- ENV\
�,;�, ,� , Drainage Area (mi2
) F Avg. Streamflow (cfs): '�
Facility Status: PROPU6FD
(circle one) 7Q10 (cfs) Winter 7Q10 (cfs) '- 30Q2 (cfs) 9, 0
Permit Status: noeww TioN UNPERKrTm NEw
(circle one) Toxicity Limits: IWC % (circle one) Acute / <hronie
Major mino7
e Instream Monitoring:
Pipe No:
Design Capacity (MGD): 33O Parameters
Domestic (% of Flow): ieo Upstream Location
Industrial (% of Flow):
Downstream — Location
Comments:
Effluent Summer Winter
Characteristics
RECEIVING STREAM: F-Lk Q wca BODE (mg/1) 3v
Class: C_ - _�o.007 NHj N (mg/1)
N '
Sub-Basin: C'`A-Q2-0,
D.O. (my/0 tir
Reference USGS Quad: C,- Ii - m' -(please attach) TSS (mg/1) 30
County: HyEfx,�
F. Col. (/100m1)
Regional Office: As Fa Mo Ra We Wt WS
(circle one) PH (SU) (� -
CLData: ` �ofi . l/nid�(d le
Requested By: p
Prepared By: �
Reviewed B ate: 7�Z_
� Comments:

Request No. :4584
- - ------ ---- ---- 41ASI`ELOAD ALLOCATION APPROVAL FORM --
OF
Permit Number : NCO032115
Facility Name : TOWN OF BANNER EL1:: JUL 13 1988
Type of Waste . 100% DOMESTIC
Status : EXISTING
Receiving Stream : ELK RIVER Ashe�,ii'le Rezinn,:l04ce
Stream Class . C-TR ASheeuk N31hC2 na
Subbasin : 040201
County . AVERY Drainage Area (sq mi ) . :11 .
Regional Office : ARO Average Flow (cfs) : 24
Requestor : FOSTER Summer 7010 (cfs) : 3.8
Date of Request : 4/4/83 Winter 7010 (cfs) : 6.
Quad . C1i,NW 3002 (cfs) . 9.O
------------------------- RECOMMENDED RECOMMENDED EFFLUENT LIMITS -------------------------
EX IST.
Wasteflow (mgd ) : 0.330 0. 330 'j
5-Day ROD (mg/1 ) : 30 30
Ammonia Nitrogen (mg/1 ) : NR NR /V, /61i
Dissolved Oxygen (mg/1 ) : NR 2
TSS (mg/1 ) : 30 30 d
Fecal Colifo m (#1100ml ) : 1000 000 17/1
r
p H (SU) : 6--9 6-9 t/�N 7�ZS�i'7
Tot .r es. chlorine (ug/1 ) : `lyrF3 ^ 1 :1 --
17 - ---
---- ----------------------- MONITORING ----------
Upstream ( Y/N 0 N Location:
Downstream ( Y/N) : N Location:
----- - --- ---- - - ---- - COMMENTS - ---------- ------------------------
THIS IS A REVISION OF PREVIOUS LIMITS BECAUSE CURRENT WLA SHOWED DISCHARGE
POINT TO BE FUTHER DOWNSTREAM THAN 1983 WLA. REQUESTED USES FLOW INFORMATION,
RAN MODEL, AND DETERMINED THAT DO LIMIT AND INSTREAM MONITORING REQUIREMFNT
COULD BE REMOVED. THIS FACILITY INTE:.RACTS WITH ELK RIVER. DEVELOPMENC ..
(a o��un rcca� f ri u ti, T<.f Qp moans S�6�*adaG- ly CAC,( s 0 A k:1-1 l. 1L
A�Ae e _. . _ _ r �---- --- ------- --- --- --- ---- ----
U.0 Qse- Iz�o as L wcJ
-7Q (0 Recommended by - .-- - _ --- -- Date _-�/!/�t__._
Reviewed by. , l
76rTech . Support Supervisor r \ -�- - Date
F;egi upervi of _ - - -- Date
Permits & Engineering ---- - ------ - .;ate
RETURN TO TECHNICAL_ SERVICES BY - AUG 10 1988

1
Facility Name 7..Vt �/ �'" ✓' �//` Permit # At 0032//5
CHRONIC TOXICITY TESTING REQUIREMENT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaohnia chronic effluent bioassay procedure(North Carolina Chronic
Bioassay Procedure - Revised *February 1987)or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 1A % (defined as treatment two'in the North Carolina procedure
document). The permit holder shall perform attarterl mbnitorng using this procedure to establish
compliance with the permit condition. The fast test will be rfortned after thirty days from
issuance of this permit during the months of JAN VR �6 0GT . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as pan of this Permit condition will be entered on the Effluent
Discharge Monitoring Form(MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests,as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be reopened and modified to include alternate monitoring requirements or limits.
I
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute a failure of permit condition.
7QI0 3.7 cfs
Petmited Flow 0,330 MGD Recommended by:
rWC% /Z
Basin&Sub basin fo/
Receiving Stream ELK Z/✓E H
County V ate it
"Chronic Toxicity(Ceriodaphnia) P/F at 19 %, JR/V A"AQrVL OeT See Pan 3, Condition N .

SUMMER
MODEL FOR BANNER ELK INCLUDING
ELK RIVER DEV. DOWNSTREAM
---------- MODEL RESULTS ----------
Discharger : TOWN OF BANNER ELK i
Receiving Stream : ELK RIVER ------------------------------------------
The End D.O. is 8.20 mg/l .
The End CBOD is 7.54 mg/l .
The End NBOD is 10.46 mg/l .
--------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1 ) Milepoint Reach # (mg/1 ) (mg/1 ) (mg/1 ) (mgd )
Segment 1 7.24 0.00 1
Reach 1 45.00 90.00 0.00 0.33000
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
Reach 7 0.00 0.00 0.00 0.00000 i
Heath 8 45.00 90.00 0.00 0.08000
iL

*** MODEL SUMMARY DATA #
Discharger - TOWN OF DANNER EL-K Subba=_;in 14O2O1
Receiving Strraam . ELK RIVER Stream ClasE.: C-TR
Sr-unmEy- 7010 : 3.3 Winter 7G?1ii 6.
Design TEmperatuiec 23.
;LENGTH! SLOPE; VELOCITY ; DEPTH; Kd ; Kd ; Ka ; Ka ; KN ; KN ; KNR ; KNP.
mile ; ftlmi; fps ; ft ;design; 1204 ;design; 920' ;design; Mt ;design; 1204
------------ ------ ----------------- -------------------- ------ ------ ------------ ------ ------
Segment 1 0.161 95.001 0.457 1 0.79 ; 0.63 0.55 ;53.37 ; 50.00; 0.63 ; 0.50 ; 0.63 ; 0.00 ;
Reach I
-----------------------------------------------------------------------------------------------------
Segment 1 0.10; 35.40; 0.343 ; 0.92 1 0.44 ; 0.32 ;23.34 ; 21.87; 0.63 ; 0.50 1 0.63 ; 0.00 ;
Reach 2
-----------------------------------------------------------------------------------------------------
;
Segment 1 1 0.171 35.40; 0.355 0.94 ; 0.44 ; 0.38 '24.13 1 22.61; 0.63 1 0.50 ; 0.63 ; 0.00 ;
Reach 3 ; i
----------------------------------------------------------------------------------------------------
Segment I ; OA5; 35.401 0.369 0.97 ; 0.44 ; 0.39 ;25.09 ; 23.5L' 0.63 ; 0.50 ; 0.63 ; 0.00 1
Reach 4 ; 1 i ;
-----------------------------------------------------------------------------------------------------
Segment 1 ; 0.121 35.40; 0.372 ; 0.98 1 0.44 ; 0.39 ;25.33 ; 23.13; 0.63 ; 0.50 0.63 ; 0.00
Reach 5
;
Segment 1 ; 0,271 35.40; 0.377 ; 0.99 ; 0.44 1 0.39 125.66 ; 24.04; 0.63 ; 0.50 ; 0.63 ; 0.00
Peach 6
-----------------------------------------------------------------------------------------------------
Segment 1 0.20; 35.40; 0.389 1 1.01 ; 0.44 ; 0.39 26.46 ; 24,79; 0.63 1 0.50 ; 0.63 ; 0.013 ;
Reach 7
------------'------'---------------------------------------------------'--------------------------,
Segment 1 1.26; 35,40; 0.395 ; 1.02 ; 0.45 ; 0.39 126.87 ; 25.171 0.63 ; 0.50 ; 0.63 ; 0.00 ;
Reach 8 -
------------ ----- ------------------------------------------ ------'----------------------------
Flow CBOD ; NBOD 1 1).0.
c:f S ; fig{1 ; mg% 1 ; mg/ I ,
Segme it: 1 Reach .I
Waste 1 Cr.512 ; 45.00Ci ; 90.060 U.CrGC>
Headwaters ; 3.800 1 5.900 : 5.61O 8.210
Ty-i but ary 1 0.000 ; 2.000 , 1 .000 ; 7.720
* Runoff >.000 1 2.000 1 .000 1 7.720
8egrnL-nt 1 Reacl� 2
We:ste 1 0.000 ; Ca.GOC> ; 0.000 1 0.000
Tri.bUtary 1 0.000 1 2.000 ; 1 .000 1 7.720
* Runoff 0.000 ; 2.000 1 1 .000 ; 7.720

E
Segment 1 Reach 3
Waste 0.000 0.000 0.000 0.000
Tributary 1 0.400 2.000 I 1 .000 7.720
Runoff 1 0.000 2.000 1 1 .000 1 7.720
Segment 1 Reach 4
Waste 0.000 1 0.000 , 0.000 ; 0.000
Tributary I 0.500 1 2.000 1 1 .000 I 7.720
* Runoff 1 0.000 1 2.000 1 1 .000 7.720
Se ment. i Reach 5
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary I 0. 150 f 2.000 1 1 .000 I 7.720
Runoff 0.000 , 2.000 1 1 .000 1 7.72n
Segment 1 Reach b
Waste , 0.000 I 0 .000 i 0.000 1 0.004)
Tributary 1 0. 150 I 2.000 f 1 .000 1 7.720
Runoff 0.000 1 2.000 1 1 .000 7.720
Segment I Reach 7
Waste 0.000 1 0.000 0.000 0.000
Tributary 1 0.500 1 2.000 l 1 .000 1 7.720
Runoff 0.000 2.000 1 .000 1 7.720
Segment 1 Reach S
Waste 0. 124 45.000 1 90.000 i 0.000
Tributary 1 0.000 2.000 , 1 .000 7.720
Runoff j 0.000 , 2.000 1 1 .000 1 7.720
* Runoff flow is in cfs7mile

/ .
SUMMER
MODEL FOR BANNER ELK INCLUDING
ELK RIVER DEV. DOWNSTREAM
| Seg # | Reach # | Seg Mi | D.O. | CBOD | NBOD | Flow |
1 1 0"00 7.24 10.54 15,62 4.31
1 1 0.02 7'37 10.52 15"60 4.31
1 1 0.04 7.49 10^50 15.57 4.31
1 1 0.06 7.60 10.49 15.54 4"31
1 1 0.08 7.69 10.47 15^52 4.31
1 1 0. 10 7^77 10,45 15.49 4"31
1 1 0" 12 7.83 10.43 15^46 4.31
1 1 0, 14 7.89 10^42 15.44 4"31
1 1 0. 16 7.94 10.40 15"41 4.31
1 2 0. 16 7^94 10"40 15.41 4.31
1 2 0, 17 7.94 10^39 15.40 4.31
1 2 0" 18 7"95 10^38 15.38 4"31
1 2 0, 19 7.95 10.37 15"36 4.31
1 p 0.20 7^95 10.37 15.34 4" 31
1 2 0.21 7.95 10.36 15.33 4^31
1 2 0"22 7.95 10.35 15^31 4"31
1 2 0.23 7^95 10^34 15.29 4^31
1 2 0"24 7.95 10,33 15"27 4.31
1 2 0.25 7.95 10^33 15.26 4^31
1 2 0.26 7,95 10,32 15.24 4^31
1 3 0.26 7.93 9"61 14'03 4.71
1 3 0"27 704 9"60 14.02 4.71
1 3 0"28 7.94 9^60 14 .00 4.71
1 3 0,29 7.95 9"59 13"99 4^71
1 3 0"30 7.95 9.58 13^97 4.71
1 3 0"31 7.95 9.57 13.96 4.71
1 3 0^32 7"96 9.57 13.94 4'71
1 3 0.33 7"96 9^56 13"93 4.71
1 3 0.34 7.96 9^55 13.91 4"71
1 3 0^35 7"97 9,55 13.90 4.71
1 3 0.36 7.97 9.54 13"88 4.71
1 3 0.37 7.97 9"53 13.87 4.71
1 3 0"38 7^98 9.52 13.85 4.71
1 3 0"39 7"9g 9.52 13"84 4"71 �
� | 3 0^40 7.99 9.51 13.R2 4.71
� 1 3 0.41 7.98 9"50 13.81 4.71
1 3 Q^42 7"99 9"50 13"79 4^71 �
� 1 3 0.43 7.99 9^49 13"78 4^71
�
1 4 0.43 7.96 8.77 12^55 5,21
1 4 0.46 7"98 8.75 12,51 5.21
1 4 0.49 B.00 8^73 12.47 5"21
1 4 0^52 8"01 8"71 12"43 5,21 �
�
1 4 0.55 8.02 8.69 12^39 5.21
1 4 0"58 8^03 8"67 12,35 5.21
1 5 0.58 8.02 9"49 12"04 5"36
1 5 0,59 8,03 8^48 12.02 5"36
1 5 0.60 8^03 8,47 12.01 5"36 �
1 5 0^61 8"04 8,47 12"00 5.36
1 5 0"62 8.04 8.46 11 "99 5^36
1 5 0"63 8"04 8.46 11 .97 5.36
1 5 0.64 8^05 8.45 11 "96 5,36
1 5 0.65 8.05 8^44 11 .95 5,36
1 5 0.66 8^06 8.44 11 .94 5.36
1 5 0"67 8.06 8,43 11 .93 5.36
1 5 0"68 8^06 8^43 11 ^91 5^36
1 5 0.69 8^06 8"42 11 .90 5^36
1 5 0"70 8^07 8.41 11 .G9 5^36
1 6 0.70 8.06 8^24 11 ^59 5,51 |

tJ. ... .I.+i ..[.. 11 .56
1 6 0.76 a.C>cl 8.20 11 .52 5.51
1 6 0.79 8.09 8. 19 11 .49 5.51.
1 6 0.82 a. 10 8. 17 11 .45 5.51
1 6 0.85 8. 10 8. 15 11 .42 5.51
1 6 0.88 8. 11 8. 13 11 .38 5.51
1 6 0.91 8. 12 8. 12 11 .35 5.51
1 6 1=1.94 8. 12 8. 10 1. 1 .31. S.Si
1 6 0.97 8. 13 8.08 11 .28 5.51
1. 7 0.97 a.09 7.57 10.42 6.01
1 0.99 8. 10 7.56 10.40 6.01
1 7 1 .01 8. 11 7.55 10.38 6.01
17 1 .03 8. 12 7.54 10.36 6.01
1 7 1 .05 8. 12 7.53 10.34 6.01
1 .i17 8. 13 7.52 10.32 6.01
1 '7 1 .09 8. 1.4 7.51 10.30 6.0.1
1 1 . 11 3. 14 7.50 10.28 6.01
1 1 . 13 13. 1.5 7.49 10.26 6.ol
1 7 1 . 15 8. 15 7.48 10.24 6.01
1 . 17 8. 1.6
1 a 1 . 17 7.99 Fllc Fi lkv.
i a i .20 S.01 U.
1 8 1 .23 8.03 8. 19 11 .76 6. 14
1 a 1. .26 8.05 8. 18 1 .1. .73 6. 14
i 8 1 .29 8.06 8. 16 11 .69 6. 14
1 a 1 .32 8.07 8. 14 11 .66 6. 14
1 8 1 .35 8.09 8. 1;3 11 .62 6. 14
1 a 1 .38 9. 10 8. 11 11 .59 6. 14
1 a 1 .41 8. 11 8.09 11 .56 6. 14
i 8 1 .44 8. 11 S.08 11 .52 6. 14
1 8 1 .47 8. 12 8.06 11 .49 6. 14
1 a 1 .50 8. 13 8.04 .1. 1 .46 6. 14
1 a 1 .53 B. 13 8.03 11 .1F2 6. 14
1 a 1 .56 8. 14 8.01 11 .39 6. 14
1 8 1 .59 8. 14 7.99 11 .36 6. 14
1 8 1 .62 8. 15 7.98 11 .32 6. 14
1 a 1 .65 8. 15 7.96 11 .29 6. 14
i. a 1 .69 3. 16 7.94 11 .26 6. 14
7. 8 1 .71 8. 16) 7.93 11 .22 6. 14
1 8 1 .74 8. 16 7.91 11 . 19 6. 14
1 a 1 .77 9. 17 '7.89 11 . 16 6. 14
1 a 1 .80 8. 17 7.88 11 . 13 6. 14.
1 a 1 .93 8. 17 7.86 1i .09 6. 14
i. a 1 .86 8. 17 7.84 11 .06 6. 14
1 8 1 .89 8. 17 7.83 11 .03 6. 14
1 a 1 ,92 3. 18 7.81 11 .Ou 6. 1.4
1 B 1 .95 S. 18 7.80 10.96 6. 14
1 8 1 .99 8. 13 7.78 10'.93 6. 14
1 a 2.ol 8. 19 7.76 10.9C> 6. 14
i a 2.04 8. 18 7.75 10.87 6. 14
7. 8 2.07 B. 19 7.73 10.84 6. 14
1 a 2. 10 8. 19 7.72 10.81 6. 14
1 8 2. 13 B. 19 7.70 10.71 6. 14
1 a 2. 16 3. 19 7.62 10.74 6. 14
1 8 2. 19 8. 19 7.67 10.71 6. 14.
1 8 2.22 8. 19 7.65 1.0.68 6. 14
1 8 2.25 8. 19 7.64 10.65 6. 14
i a 2.2.8 8. 19 7.62 10.62 6. 14
i a 2.31 8.20 7.60 10.59 6. 14
1 8 2.34 8.20 7.59 10.56 6. 14
1 8 2.37 B.20 7.57 10.53 6. 14
1. a 2.40 a.20 7.56 10.49 6. 1.4
1 a 2.43 8.20 7.54 10.46 6. 14
Seg # Reach # Beg Mi D.O. CBOD NNOD 1 Flow

SUMMER
MODEL W/O OW FOR BANNER ELK TO
CHECK INTERACTION W/ ELk. DEV.
------ MODEL MODEL RESULTS .._... --...-_...-------
Discharger- : TOWN OF BANNER ELK
Receiving Stream e ELM: RIVER
------------------------ ----------------------------------------------------------
The End D.O. is 8.37 mg/l .
The End CBOD is 4 .76 mg/1 .
The End NBOD is 4.91 mg/l .
--------_------------------------------_------_----...--------------------------------------------
WLA WLA WLA
DO Mir, CBOD NBOD DO Waste Flow'
(mg/1 ) Milepoint Reach # (mg/1 ) (mg/1 ) (mg/1 ) imgd )
------ ---------- ------- ---- ---- -- ------- --I
Segment 1 8. 18 1 . 17 8
Reach 1 45.00 90.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.(:0 0.00 0.00000
Reach 4 0.00 C),C)C) 0.00 0.00000
Reach _ 0.00 0.00 0 .00 0.00000 I
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 45.00 90.00 0.00 0.0800A

�t # MODEL SUMMARY DATA � #
Disrharger . TOWN OF BANNER EL.K Subbasin e 040201
Receiving Stream ELK: RIMER Stream Class: C- TR
Summer 701O 3.8 Winter 7010 c 6.
Design Temperature. 23.
;LENGTH; SLOPE; VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka ; Ka ; KN 1 KN ; KNR ; KKR 1
1 mile ; ftlmi; fps 1 ft ;design; 3204 ;design; 120' ;design 920' ;design; 320,
-----------------------------------------------------------------------------------------------------
; ;
Segment 1 1 0.16; 95.001 0.416 ; 0.78 ; 0.60 ; 0.52 ;53.37 ; 50.001 0.63 1 0.50 ; 0.63 ; 0.00
Reach 1 1 1 ; ; ; 1 ; ; 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.101 35.401 0.312 1 0.90 ; 0.42 : 0.37 121.23 ; 19.89; 0.63 ; 0.50 ; 0.63 1 0.00 1
Reach 2 ;
-----------------------------------------------------------------------------------------------------
{ 1
Segment 1 ; 0.17; 35.401 0.325 ; 0.93 ; 0.43 1 0.37 122.14 20.741 0.63 1 0.50 ; 0,63 ; 0.00 1
Reach 3
--------------,----------'--------------------'-------------'---------------------------
Segment 1 1 0,151 35.40; 0.341 1 0.96 1 0.43 1 0.37 ;23.22 1 21.76; 0.63 ; 0.50 1 0.63 1 0.00
Reach 4 1 1 ; 1 1 1
-----------------------------------------------------------------------------------------------------
Segment 1 0.12; 35.401 0.345 1 0.97 1 0.43 1 0.37 123.50 22.01; 0.63 1 0.50 ; 0.63 1 0.00
Reach 5 1
-----------------------------------------------------------------------------------------------------
1 1 1 1 1 1 1 1
Segment 1 ; 0.27; 35.401 0.351 1 0.97 ; 0.43 ; 0.38 123.85 1 22.341 0.63 ; 0.50 1 0.63 1 0.00
Reach 6 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.20t 35.40; 0.364 ; 1.00 ; 0.43 1 0.38 124.75 ; 23.191 0.63 ; 0.50 ; 0.63 1 0.00 1
Reach 7 ; ; ;
----------------------------------------------------------------------------------------------------
Segment 1 1 1.261 35.401 0.370 1 1.01 1 0.44 1 0.38 125.17 1 23.591 0.63 1 0.50 0.63 1 0.00 1
Reach 8 1 1 1 1
-----------------------------------------------------------------------------------------------------
Flaw 1 CE-30D ; NBOD D.O. 1
cfs 1 mgil 1 mgfl 1 mg/1 1
Segment 1 Reach i
Waste 0.000 1 45.000 9 .00O j,00O-)
Nea0watersl 3.800 5.9O0 5.61.0 f [.210
Tributary ; 0.000 1 2.000 ; 1 .000 ; 7.720
Runoff 0,000 1 2.000 1 1 .000 ; 7.720
Segment i Reach 2
Waste i 0.007 0.000 0.000 O.000
Tributary 1 0.000 ; 2.000 1 .000 ; '7.7c?C%
Runoff 1 0.000 2.O00 1 .000 1 7.720

Segment 1 Reach 3
Waste 0.000 0.000 { 0.000 0.000
Tributary 0.400 2.000 1 1 .000 7.720
Runoff 1 0.000 2.000 1 1 .000 7 .72)
Segment 1 Reach 4
Waste 1 0.000 1 0.000 0.000 0.000
Tributary 1 0.500 ( 2.000 1 .000 1 7.720
Runoff 1 0.000 , 2.000 1 1 .000 1 7.720
Segment i Reach 5
Waste 0.000 1 0.000 0.000 1 0.000
Tributary 1 0. 150 1 2.000 1 1 .000 , 7.720
Runoff 0.000 1 2.000 1 1 .000 1 7.72u
Segment 1 Reach S
Waste 1 0.000 0.000 0.000 1 0.000
Tributary 1 0. 150 2.000 1 1 .000 7.720
Runoff 1 0.000 2.000 , 1 .000 7.720
Segment 1 Reach 7
Waste 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.500 I 2.000 1 1 .000 7.720
u Runoff 0.000 1 2.000 1 1 .000 7.720
Segment 1 Reach 8
Waste 1 0. 124 1 45.000 1 90.000 I 0.000
Tributary 0.000 1 2.000 1 .000 7.720
* Runoff 0.000 2.000 1 1 .000 1 7.720
Runoff flow is in cfsimile

SUMMER
' mn: +o m FOR BANNER ELK TO
CHECK INTERACTION wz ELK Dx
. . mg # 1 Reach # : sq m ; cw : mA ; ,me 1 Flew
! I owo 8.6 5.90 Gw 3.80
! ! 0.02 624 5.89 G+ mm
I ! 0.04 Eel ym sm am
! ! 0.06 mm met Gm wm
I I 0.08 e.32 5.86 5.57 3.80
! ! 0. 10 8.34 Ga w= 3.80
! I oae 8.36 sm am Gm
! ! G w 3. 37 5.83 5.54 3.80
! I 0. 16 8.38 5.82 5.53 3.80
! e mw Eq 5.82 5.2 mm
I 2 0. 2 mm Gm 5.2 Geo
! e GIB 8.37 mm ww ±m
I _ 0. 19 8.37 seo Gw am
- «m ±m weo 5.50 am
{ 2 ea1 8.37 5.79 5.49 G m
! 2 0.22 c» 5.79 Gq am
! ows 8. G2 mq am
! \ Gm m» wm sa; am
! e Fl a! 8.36 5.77 5.47 3.80
! e 0.e6 8.35 5.77 5w6 3.80
! / 0.26 8.29 m&I s+ «m
! a owy Em 5.41 wm Rm
! j %ee 8.30 02 4.20
! o 0.29 8.30 40
! a «m Em dm Gm 4.20
! a Gm 630 sA pp «m
! a 0.32 8.30 5.38 00 4.20
! a waa 630 Gm 4.99 «m
! a «m Em sse «q «eo
! a 0.35 3.31 5.37 4.98 4.20
! a (.).36 8.31 5.37 4 .98 4.20
! : 0.37 ya! 5.36 «s 4.20
: a «m 631 5g6 4.96 wq
! s wm 631 5.35 4.96 «m
! a 0.40 8.31 5.35 # as weo
! a «w Gm 5.2 w;s wq
! a 0.4P Gw am 4.94 «m
! a 0. 43 wm wm 4.93 «m
. a 0.43 E25 4.9e # se «m
! 6 0.46 8.26 «97 4.50 4.70
! w#9 8.28 4.96 #», «
! \ 0.52 629 4.95 4.47 4.70
. ! a 0.55 8.30 4 .94 4»6 4.7
! 0.53 Ew «v « «70
I «m Ea «m « «
! \ Gm yq 4.83 wq «m
I ! 0.60 E29 wq «i 4.85
! s «w Gm 4.82 4.32 «m
! 0.6e B.30 4.� 4 .31 #.8
! \ 0.63 3.30 4.82 #w! 4.85
! , «s 631 #a! «y «m
! s 0.2 Rw «m wm 4.2
I : 0.66 Ey «m wm «es
I s « 67 ±w «eo wq 4.7
I s mm 8.32 wm 4.29 4 .7
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! s 0.70 B.32 4 .79 4.28 «
. ! 6 Gm Em ww 4. 18 Gm

5:31- 4.YQ 4. 16 D.VV
1 6 0.76 3.32 0.69 4. 15 5.00
1 6 0.79 8.33 4 .68 4. 14 5.00
1 6 0.82 3.34 4.67 4. 12 5.00
1 6 0.85 8.34 4.65 4. 11 5.00
1 6 0.88 8.35 4.64 4. 10 5.00
1 6 0.91 8.35 4.63 4.08 5.00
1 6 0.94 8.36 4.62 4.07 5.00
1 6 0.97 8.36 4 .61 4.06 5.00
1 7 0.97 3.30 4.39 3.78 5.50
1 7 0.99 8.31 4 .37 3.77 5.50
1 7 1 .01 8.32 4.36 3.76 5.50
1 7 1 .03 8.33 4.36, 3.75 5.50
1 7 1 .05 8.33 4.35 3.75 5.50
1 7 1 .07 8.34 4.34 3.74 5.50
1. 7 1 .09 8.34 4.34 3.73 5.50
1 7 1 . 11 8.35 4.33 3.72 5.50
i , 1 . 13 8.35 4.32 3.71 5.50
i 7 1 . 15 8.36 4.32 3.71 5.50
1 7 1 . 17 3.36 4.31 3.70 ,.50
:I. 8 1 . 17 8. 18 5.21 5.60 5.62 eto Bold t P&Y.
1 3 1 .21 8.F'?O 5.20 ".75,.58 5.62
1 0 1 . 3.22 ._ . i9 5.5/ 5.62
1 8 1 .26 8.23 5A9 5.55 5.62
1 8 1 .29 8.25 5. 16 5.53 5.62
i 8 1 .32 9.26 5. 15 5.52 5.62
1 8 1 .35 8.27 5. 14 5.50 5.62
1 8 1 .38 8.28 5. 13 5.48 5.62
1 8 1 .41 8.29 5. 12 5.46 5.62
1 3 1 .44 8. 30 5. 11 5.45 5.62
1 8 1 .47 8.30 5. 10 5.43 5.62
1 8 1 .50 3. 31 5.09 5.41 5.62
1 8 1 .53 8.31 5.08 5.40 5.62
i 8 1 .56 8.32 5.07 5.33 5.62
i 8 1 .59 8.32 5.05 5.36 5.62
i 8 1 .62 3.33 5.04 5.35 5.62
9 1 .65 8.33 5.03 5.33 5.62
1 8 1 .68 9.34 5.02 5.31 5.62
1 8 1 .71 8.34 5.01 5.30 5.62
1 22 1 .74 8.34 5.00 5.28 5.62
1 3 1 .77 8.34 4 .99 5.26 5.62.
1 3 1 .80 3.35 4.98 5.25 5.62
1 8 1 .83 8.35 4 .97 5.23 5.62
1 3 1 .86 8.35 4.96 5.21 5.62
1 8 1 .69 3.35 4.95 5.20 5.62
1 3 1 .92 8.35 4.94 5. 18 5. 62.
1 8 1 .95 8.35 4 .93 5. 17 5. 62
1 8 1 .98 8.36 4.91 5. 15 5.62
1 8 2.01 8.36 4.90 5. 13 5.62
1 8 2.04 8.36 4.99 5. 12 5.62
1 8 2.07 8.36 4.38 5. 10 5.62
1 8 2. 10 8.36 4.87 5.09 5.62
1 8 2. 13 8.36 4 .86 5.07 5.62
1 8 2. 16 8.36 4.35 5.05 5.62
1 8 2. 19 8.36 4.84 5.04 5.62
]. 3 2.22 8.36 4.83 5.02 5.62
1 8 2.25 8.36 4.82 5.01 5.62
1 8 2.28 8.37 4.81 4.99 5.62
1 8 2.31 8.37 4 .80 4.98 5.62
1 3 2.34 8.37 4.79 4.96 5.62
]. 8 2.37 8.37 4 .78 4 .94 5.62
1 8 2.40 8.37 4.77 4.93 5.62
1 0 2.43 8.37 4.76 4 .91 5.62
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