NC0063321_Wasteload Allocation_19850911

NPDES DOCIMENT :SCANNING% COVER :SHEET
NPDES Permit:
NC0063321
Cashiers WWTP #3
Document Type:
Permit Issuance
Wasteload Allocation \
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Meeting Notes
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
September 11, 1985
This document ies printed on reuse paper - igrnore any
content on the rezrerse side

'// NPDEE�SWASTE LOAD ALLOCATION
Facility Name:.. CAsfliEQS Vitt.£, + j A-57F_w/34-EIQ / 2,Je.
Existing Q•
Proposed ✓O Permit No.: AJCoa 03 3 2./ Pipe No . :
O, 030
Design Capacity (MGD): d,ID Industrial (% of Flow): Domestic (% of Flow): /O6 %
Engineer ua Le Lee.
7.ca 1 qz-v `Ss" f 2-445 ,),
Date 64th '
not
County: TfkKSe.J
Receiving Stream : U! - C f I,q TT o DG,4 /Z' J6 R Class: 13 Tr. Sub -Basin : 03- /3- e /
Reference USGS Quad: G 6 SF (Please attach) Requestor: J,t(e
_ Regional Office
CASK taS
(Guideline limitations, if applicable, are to be listed on the back of this form.)
/1/2Q
Design Ztrnp.: L)' Drainage Area (mil): I.
7Q10 (cfs)
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall): /
Velocity (fps) : _',35f Kl (base e, per day) :
Avg. Streamflow (cfs) :
30Q2 (cfs)
Slope (fpm)
K2 (base e. per day) :
Effluent
Characteristics
Monthly
Average
Comments
-J 1\.,
r
_ \ r 1 0 -
J_. V 1 7 �.
• I
L
i-ay
Effluent
Characteristics
2•z nthly
T_verage
cbmments
'-L •
-3 c) r:1 7I
0, i wI C. !,3
,
V v.. ; f
i t/or:- : _ ..L(_ h- .
o.-.
' 1
_) .. / (.-L
k
.
l
b , (-'-.5 N 1 / r
Comments:
Date:
`a/ll

Rec31_►est• No.
2445
F"aci.l.±fi.Y Name
Th;“,e O!` Waste
Receivi.nd Stream
Stream C.I.ass
Subbasi.r,
County
Rediona.l Office
Rec. uestor
r.T' M.%'aL e Area (sc mi)
7010 (cfs)
Winter 701.0 (cfs)
3002 (cfs)
WASTELOAD ALLOCATION AF•PROVAF. FORM
:
•
CASHIERS VALLEY WWTF'
DOMESTIC
UT CHATTOOGA RIVER
B--TR
031301
JACKSON
ASI'•IEVILLE
OVERCASH
1..1.
.4
.5
RECOMMENDED EFFLUENT LIMITS
W<:>ftefl.aw (reldd) 4.1
6.._D an BOLT (ma/1) 30
Dissolved O;;aen (md/ 1 ): 6
pH (SU) 6-9
Fecal Coliform (/100rr11): 200
TSS (md/1) : 30
RES+ Cl (ms/1) .007
COMMENTS
c1.4.-je SRN,lyj AO' 6e ?16.✓et. () %,eem Pf, o.. Ate C?J%•'cvJ 2
RECOMMEND DISCHARGE BELOW DAM OF CASHIERS LAKE.
.03
30
6
6-9
200
30
.011
EACH ...ITY I : PROPOSED ( EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE F•REVIOI.IBI.Y ISSUED
RECOMMENDED BY:
REVIEWED BY:
SUPERVISOR, TECH. SUPPORT
REGIONAL SUPERVISOR
Approval is
PERMITS MANAGER
RECEIVED
Water Quality Division
nllc, `?9 1985
C/I HCE
Asheville, North C.r.•lina
) ; rel ,r►li.nary ( )
31/4
1 ')
eyt a _. _ _ DATE: ._ .. `:
.46/ 1.. .__L►ATF :.. .... _?6./a1
%If n, ,ca,,701t9./
di‘atdiele igano
0..�.+.�:�...._ ....DATE :......�i
.DATE
00/er
6/ 74-e;r"

1
_21�o\t fJ �.Q c� �v�J t� . _
6,1
CL7. iltpc‘,01.10
Sys t°D .4(„,c.o 3c,
Q,1.1
0,34
' 1 os DtD4
\ 1, 3(,

Lake
z
5, r--,-;-- . a.0 4- J .34 1,3 co \2--
Qw thc.0 b103'_0.I._ 0 J v
IL LA, 6%-lkkot - 30. 0 VI_ 3 L.,:.. ,
7 qv
. o',
-
.9-
�� . 0

A c.G . i+ CF Cif G"=i t
4.,nto D. a. Lks/6,c4= 0,33
4COtv1,) = Ct.o)C 2-
23 462tO6
R3 +(Q i J`4 C)
2- - J•J C �
0,3•4
-R, o 3. -z ,,As � y =
CJ• C�`{ Irvw
t", `•i - O • L t ..
(
<
L7 -
= 3. 63)0.64
6

Luu,y-r P
0A-td
ott, C.
.4-(0t.C3:: 0, %-f,
P-c-Q ow c,$
344 0
op.! Vcci, C3 0
4.,Q(.0fjc1 4(1)1L.L - .2.
I, 3(0

JY
I Le
1, ?.)(r, r
0,4 0, 3- :
I.3(,,w:••
LI I. 3 0 ife.`"-•
1'S(Jo IY...
0 + ,o, 3Iti�c� ��j(1/ � )�.c(,�_ �: o,- + C.o.o -s)(05 )
D.L)5�5�, �C•0!"15)011A
Cw = 1/0. U5�
1 `A-,6 (o L / 1 c :. CO :,) / I
C4^•��1•`�5j LC: [C •' (U.1)(•
O.15S_ Cw l.1
16 vt.ii 01. 0.0 1 11 it

********** MODEL RESULTS **********
DISCHARGER :CASHIERS VALLEY WWTP
RECEIVING STREAM ;UT CHATTOOGA RIVER
**********************************************************************
THE END D.O. IS 9.14 MG/L
**********************************************************************
THE
yyEND
y�CBOD I�S�y�y �y .3�9�yMGy/Lys �y�y�y �y yy �y �y �y �y �y �yy� y �y
i*t+�C++'t+**'i+**************************************************************
THE END NBOD IS 0.00 MG/L
******************** ►*************************i ****************1:********
THE D.O. MIN. OF SEGMENT 1 IS 6.06 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.34
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 55 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 TS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT U.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.03 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 2 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT U.O. IS 8.3 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 MOD
THE WLA FOR SEGMENT 1 REACH 3 IS 2 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NB0D
THE REQUIRED EFFLUENT D.O. IS-8.3 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
**********************************************************************

*** MODEL.. SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE :
SEGMENT 1
REACH
CASHIERS VAI...I...EY WWTP
UT CHATTOOGA RIVER
+ 27 CFS
20 DEGREES C.
1LENGTHISLOPE: 1 VELOCITY !DEPTH
l M I LES 1 FT/M 11 FF'S ! FT
0+04
SU.BBAS I N f 031301
STREAM CLASS: B-TR
WINTER 7010 } +82 CFS
WASTEFLOW : +03 MOD
K1
/DAY
K1 1 K2
P20 ! /TDAY
K2 1 Kri 1
C20 I /IBAY 1
1
32+001
1
0+100 1 0+46 1 0+45 1 0+45
1 1 1
5+761 5+761 0+001
1 1 1
SEGMENT 1
REACH ?
!
0+341 38.001
1
0+010 1 6+00 1 0+35 ! 0.35
I ! 1
0+35 0+351 0+001
1 I 1
SEGMENT
REACH 3
I 1
1.361294+001
1 1
! 1 ! ! I ! 1
0+ 76 1 0+44 1 0+73 1 0,73 1 50+001 50+001 0+001
! 1 ! 1 ! ! 1
DISCHARGE MODELED ABOVE LAKE +

*** INPUT DATA SUMMARY ***
FLOW 1 CBOD 1 NDOD 1 D.O.
CFS 1 Mtn/L 1 MG/L 1 MG/L
SEGMENT 1 REACH 1 1 ! 1 !
WASTE ! 0;047 1 55.000 1 0.000 1 6+000
HEADWATERS I 0+270 1 2.000 1 0.000 1 8.300
TRIBUTARY ! 0.000 1 0.000 1 0+000 1 0.000
RUNOFF * 1 0+250 1 2.000 1 0.000 1 8.300
SEGMENT 1 REACH 2
WASTE
TRIBUTARY
RUNOFF
0.000
0.000
0+350
SEGMENT 1 REACH 3
WASTE
TRIBUTARY
RUNOFF
0.000
0.000
0.:10
2.000
0.000
2.000
0.000
0.000
0.000
8+300
0,000
8.300
2.000
0.000
2.000
0.000
0+000
0.000
8.300
0.000
8.300
* RUNOFF FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER �CASHIERS VALLEY WWTP
RECEIVING STREAM �UT CHATTOOGA RIVER
**********************************************************************
THE END D^O^ IS 9.15 MG/L
THE END CBOD IS 2^36 MG/L
THE END NBOD IS 0°00 MG/L
THE D^O^ MIN^ OF SEGMENT 1 IS 6^06 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0^34
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 20 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WAGTEFLOW ENTERING SEG 1 REACH 1 IS 0.1 MOD
THE WLA FOR SEGMENT 1 REACH 2 IS 2 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFF\'UENT D^O. IS 8.3 MG/L
THE WA8TEFLOW ENTERING SEG 1 REACH 2 IS O MOD
THE WLA FOR SEGMENT 1 REACH 3 IS 2 MG/L OF CBOD
THE WLA FOR 6E8MENT 1 REACH 3 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS 81.3 MG/L
THE WA8TEFLOW E-NTERIN8 SEG 1 REACH 3 IS O MGD

•
*** MODEL SUMMARY DATA ***
I;ISC HARDER
RECEIVING STREAM
7010
+
.
.
.
.
.
DESIGN TEMPERATURE +
CASHIERS VALLEY WWTP
UT CHATT00GA RIVER
.27 CFS
20 DEGREES C.
SUDDASIN : 031301
STREAM CLASS: B-TR
WINTER 7010 : +82 CFS
WASTEFL OW t .1 MOD
ILENGTHISLOPE 1 VELOCITY !DEPTH 1 K1 1 K1 1 K2 1 N2 1 Kri I
!MILES IFT/MI I FPS 1 FT 1 /DAY 1 @20 /DAY 1 @20 /DAY 1
SEGMENT !.
REACH 1
SEGMENT :1.
REACH 2
0+04
1 1 1 1
32.001 0+100 1 0.46 1 0.45 1 0.45
1 1 1 1
0+34
SEGMENT 1
REACH
5.76
1 l
5+761 0+001
f !
38.001
. I
! 1 I I 1 f 1
0.010 1 6.00 1 0.35 1 0.35 1 0.351 0.351 0.001
1 1 1 1 1 1 I
1 1
1+361294.001
I I
1 1 1 1 1 1 1
0.276 1 0+44 1 0.73 1 0.73 1 50+001 50+001 0+001
1 1 1 1 1 1 1
DISCHARGE MODELED ABOVE LAKE

*** INPUT DATA SUMMARY ***
FLOW I CBOD
CFS 1 MG/L
NDOD i D.Q.
MG/L. 1 MG/L
SEGMENT 1 REACH 11 1 1 1
WASTE 1 0.155 1 20.000 1 0.000 1 6.000
HEADWATERS I 0.270 1 2.000 1 0.000 1 8.300
TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000
RUNOFF * 1 0.250 2.000 1 0.000 1 8.300
SEGMENT 1 REACH 2 I 1 1 !
WASTE 1 0.000 1 2.000 1 0.000 1 8.300
TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000
RUNOFF * 1 0.350 1 2.000 1 0.000 1 8.300
SEGMENT 1 REACH 3 1 1 1 1
WASTE 1 0.000 1 2.000 1 0.000 1 8.300
TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000
RUNOFF * 1 0.510 1 2.000 1 0.000 1 8.300
* RUNOFF FLOW IS IN CFS/MILE

********* MODEL RESULTS **********
DISCHARGER !CASHIERS VALLEY WWTP
RECEIVING STREAM :UT CHATT00GA RIVER
**********************************************************************
THE END D.O. IS 10.73 MG/L
****************************************************************:******
THE END CBOD IS 3.76 MG/L
*************************************************************:********
THE END NBOD IS 0.00 MG/L
******************************************************************* :*
THE D.O. MIN. OF SEGMENT 1 IS 7.85 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.34
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 119 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.03 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 41 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 9.7 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 41 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 9.7 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
**********************************************************************.

* * MODEL. SUMMARY DATA ***
bISCHARGER
RECEIVING STREAM
70:I.O
DESIGN TEMPERATURE
SEGMENT 1
REACH
CASHIERS VALLEY WWTF'
UT CHATTOOGA RIVER
.27 CFS
12 DEGREES C.
SUBBAS I N t 031301
STREAM CLASS: B-TR
WINTER 7010 1 .82 CFS
WASTEFL.OW 1 .03 MOD
I LENGTH I SLOPE 1 VELOCITY IDEPTH 1 Kt 1 K 1 1 K2 1 K2 1 Kri 1
!MILES IFT/MI 1 FF'S 1 FT 1 /UAY 1 T,20 /DAY 1 @20 /DAY 1
1 1
0+041 32+001
! I
0.205 l 0.53 l 0.36 1 0.53 1 9.921 11 , 801 0.001
I ! ! I ! 1 1
SEGMENT 1
REACH 2
1
0.341 38.001
1
! I 1 ! ! 1 1
0.010 1 6.00 1 0.24 1 0.35 1 0.281 0.331 0.001
I 1 1 1 1 I I
SEGMENT :L
REACH 3
1
1.361294.001
!
DISCHARGE MODELED ABOVE LAKE
0.349 1 0.4,E 1 0.56 1 0.81.
I 1 1
42.011 50.001 0.001
1 1 1

*** INPUT DATA SUMMARY ***
FLOW 1 CBO13 1 NBOIr 1 D.O.
CFS 1 MG/L 1 MG/L 1 MG/L
SEGMENT 1. REACH 11 1 1 1
WASTE 1 0.047 1119.000 1 0+000 I 6.000
HEADWATERS 1 0.820 1 2.000 1 0.000 1 9.700
TRIBUTARY 1 0+000 1 0+000 1 0.000 1 0.000
RUNOFF * 1 0.500 1 2.000 1 0.000 1 9.700
SEGMENT 1. REACH 2 1 1 1 1
WASTE 1 0.000 1 41.000 1 0.000 1 9.700
TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000
RUNOFF * 1 0.000 1 0.000 1 0.000 1 0.000
SEGMENT I REACH 3 1 1 1 1
WASTE 1 0.000 1 41.000 1 0+000 1 9.700
TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000
RUNOFF * 1 0.290 1 2.000 1 0.000 1 94700
RUNOFF FLOW IS IN CFS/MILE

•
********** MODEL RESULTS **********
DISCHARGER :CASHIERS VALLEY WWTP
RECEIVING STREAM :UT CHATTOOGA RIVER
**********************************************************************
THE END D.Q. IS 10.70 MG/L
**********************************************************************
THE END CBOD IS 6.15 MG/L
*********************************************************:************
THE END NBOD IS 0.00 MG/L
..*******************************************************:**************
THE D.O. MIN. OF SEGMENT 1 IS 6.06 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIL.EF'OINT 0.34
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 78 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.Q. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.1 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 40 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L.. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 9.7 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 40 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 9.7 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
************************************************fit*********************

*** MODEL SUMMARY DATA ***
TiISCHARGEE
RECEIVING STREAM
7010
DESIGN TEMPERATURE
CASHIERS VALLEY WWTP
UT CHATTOOGA RIVER
.27 CFS
12 DEGREES C.
SUBDASIN F 031301
STREAM CLASS+ B-TR
WINTER 7010 . .82 CFS
WASTEFLOW : +1 MOD
1 LENGTH 1 SLOPE 1 VELOCITY 'DEPTH 1 K:1. 1 h 1 1 K2 ! K2 1 Kri 1
MILES I FT/MI 1 FPS 1 FT 1 /DAY I C20 1 /DAY 1 E, 0 1 /DAY 1
SEGMENT 1
REACH 1
1
0.041 32.001
I 1
0.205
I l 1 ! 1 1
0.53 1 0 + 36 1 0.53 1 9.921 11.80 ! 0 + 00 1
! ! 1 1 I 1
I i 1
SEGMENT 1 1 0+ 34 1 38.001
!":EACH 1
0.010 16+00 1 0.24 1 0.35 0.28
4444.0.44.114.41.0.00,10
I 1 1
SEGMENT 1 1 1 +36 1 294.001
REACH 3 1 1 ' 1
1
0.331 0+001
1
! 1 I ! I 1 1
0.349 1 0.45 1 0.56 1 0.81 1 42.01 I 50.00 1 0.001
1 f ! 1 1 I 1
DISCHARGE MODELED ABOVE LAKE

*** INPUT DATA SUMMARY ***
FLOW 1 CBOT.t 1 NBOf 1 D.O.
CFS 1 MG/L I MG/L 1 MG/L
SEGMENT 1 REACH 1 1 1
WASTE 1 0.135 1 78.000
HEADWATERS I 0.820 1 2.000
TRIBUTARY 1 0.000 1 0.000
RUNOFF * 1 0.500 2.000
0.000
0.000
0,000
0.000
6.000
9,700
0.000
9.700
SEGMENT 1 REACH 2
WASTE 1 0.000 1 10.000 1 0.000 1 9.700
TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000
RUNOFF * 1 0.000 1 0.000 I 0.000 1 0.000
SEGMENT 1 REACH 3
WASTE
TRIBUTARY
RUNOFF
0.000
0.000
0.290
40.000
0.000
2.000
0.000
0.000
0.000
9.700
0.000
9.700
* RUNOFF FLOW IS IN CFS/MILE

I `
********** MODEL RESULTS **********
DISCHARGER 11CAS11IERS VALLEY WWTP
RECEIUING STREAM itUT CHATTOOGA RIVER
******************************AN******KK**j. ? * 1 li: * S:*S: * & S. it S:****************
THE END D^O. IS 9.0B MG/L
*my is*:4 :y :1 :1***********-'c-**************************IN. **********of*******
T�[ � OS L^
14**T*:1 it**it*****************AN: *****************jK************************
T8E EHD NBOD IS 0,0O MG/L
*********:1 :4 :1***************************
TME D^O^ hIX, OF 8EGMENT 1 IS 8^O6 M8/L
THIS MINIiiUK IS LOCATED AT GEGMENT MILEPOINT O
WHICH IS [0CATED IN REACH NUMBER 1
THE WLA FcsR SEisMENT 1 RGACH 1 IS 149 M8/L OF CBOD
THE WLA FQ R SEGMENT 1 REACH 1 IS O MG/L 0F1 NBOD
THE REOUIRED EFFLUENT D,O, I8 6 MB/L
THE W A S T E F :LO0: E 11TERI14G SEG 1 REACH 1 %S O.03 MGD
**************mi is***AN: ********************19*****************************

O
O
*** MODEL SUMMARY DATA ***
1~+ISCHt RGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
4
.
4
CASHIERS VALLEY WWTP
UT CHATTOOGA RIVER
.4 CFS
20 DEGREES C.
SUBBAS I N t 03130:1
STREAM CLASS: B—TR
WINTER 7(1.0 t .5 CFS
WASTEF1OW : .03 MOD
I LENGTH 1 SL0F'E 1 VELOCTTY ':DEPTH I hi. 1 K1. 1 K2 1 K2 I Krr 1
MILES I FT/MI 1 FPS 1 FT 1 /IPAY 1 tv70 1/DAY 1 1420 1 /DAY 1
1 1 { 1 �) /, 1
SEGMENT 1 1 .36 1 294.00 1
REACH i. 1 1 1
1 1 I
0.251 1 0.43 1 0.70 1 0.70
1 1 I
1 1 I
1 50.001 50.001
1 1 1
0.001
1
** INPUT DATA SUMMARY ***
FLOW 1 CDOD 1 NBOD 1 D.O.
CFS 1 Mta/L 1 MG/L I Mty/L
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
0.047 1149.000
0.400 I 2.000
0.000 1 0.000
0.370 1 2.000
0.000
0.000
0.000
0.000
6.000
8.300
0.000
8.300
* RUNOFF FLOW IS IN CFS/MILE

•
********* MODEL RESULTS *****fit****
DISCHARGER :CASHIERS VALLEY WWTP
RECEIVING STREAM .UT CHATTOOGA WWTF'
THE END D.O. IS 8.91 MG/L
**:**:*******************************************************fit**********
THE END CBOD IS 19.31 MG/L
*********************************************************:KKK**********
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.�. MIN: OF SEGMENT :1 TS 8.30 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPQINT 0
WHICH 13 LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 149 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOtI
THE REQUIRED EFFLUENT D.O. IS 8,3 MG/L
THE LJASTEFLOW ENTERING SEG 1 REACH 1 IS 0.1 MGD
*n*************************:<**************************fit***************

** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
70:1.0 t
DESIGN TEMPERATURE
SEGMENT 1
REACH :L
CASHIERS VALLEY WWTP
UT CHATTOOGA RIVER
.4 CFS
20 DEGREES C.
SUBBASIN 031301
STREAM CLASS: B-TR
WINTER 7010 : .5 CFS
WASTFF1.OW t .1 MOD
1 LENGTH 1 SLOPE 1 VELOCITY I DEPTH 1 Kt 1 K 1 1 K2 1 K2 1 Kri 1
1 MILES I ET/MI 1 FF'S 1 FT 1 /TRAY 1 C20 1/DAY 1 @20 1/DAY 1
1 1
1 1.361294.001
1 1 1
MODELED BELOW LAKE
SEGMENT
1 1 1 1 1 1 1
0.251 1 0.13 1 0.70 1 0.70 1 50.001 50.001 0.001
1 1 1 1 1 1 1
*** INPUT DATA SUMMARY ***
FLOW 1 CBOtl 1 NBOD
CFS 1 MG/L 1 MC/L
1. REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
0.155 1149.000
0.400 1 2.000
0.000 1 0.000
0.370 1 2.000
•
D.O. 1
MG/L 1
0.000
0.000
0.000
0.000
8.300
8.300
0.000
8.300
* RUNOFF FLOW IS IN CFS/MILE