NC0031836_Wasteload Allocation_19870828

NPDES DOCIMENT SCANNING COVER SHEET
NPDES Permit:
NC0031836
Fourth Creek WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 28, 1987
This document is printed on reuse paper - i$iiore any
content on the reYerse side

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO 1 z(p
FACILITY NAME: Crq 0r ` 7 ATLS41 LLE - FotATH C.lPEF1' Wu7 r
Facility Status: Das1fNG, PROPOSED
(circle one) - -
Permit Status: RENEWAL MODIFICATION
(circle one)
Major V Minor
Pipe No• 00 (
Design Capacity (MGD)•
Domestic (% of Flow)*
Industrial (X of Flow). 7
Comments-
UNPERMITTED NEW
PLOTTED
RECEIVING STREAM: r,=%u r T P K �=
Class.
Sub -Basin. G
Reference USGS Quad• (please attach)
County: Ii E_ LL
Regional Office:
(eircis snsl
As Fa (Moi Ra Wa Wi WS
Requested By: (`1‘'; JL L �=
Prepared By: U/tL -Lk !/y(hiti)4Y1 Date- 24
Date.
Reviewed By:-T'�"1 Date:
g7
2
Drainage Area (mi )
Modeler
Date Rec.
, "
J V
('//// /i7
41v / 9
Avg. Streamflow (cfs)•
7Q10 (cfs) / ( Winter 7Q10 (cfs) (8 30Q2 (cfs)
Toxicity Limits: IWC '16 % (circle one) Acute / conic
Instream Monitoring:
t erit(Wa r2• 04 cond&dl y‘,cy,
Parameters )6Ws, A/ a cL p H
Upstream Location abate (, oe-1'w ig('
Downstream ' Location 3 12.u. km La)G�iL�,' j¢
`= � .t ,' e e,,h. ,n-�a�,4 ( - o ) ��
���
�ii h [1�6 v --` ►
�
-
,
Effluent Summ d Winter
Characteristics
BOD5 (mg/I) C 7 02 7
3 2 () NHN (mg/1) /(
D.O. (mg/1) 5
TSS (mg/1) 30 3G
F. Col. (/100m1) /000 /COU
pH (SU) 6 -q te-
ddntiviic (, /1) 0.O04.4t 0, 00q y
e rorciorl1.(m9.i) 6.01 6,6q
.1.taCL (my,i) C. 05 D, 05
OYGrJL& J'ryil) 0.01! ertstr,a,,,,,,) 0.011 im°i ', x)
Comments ervrxnte d ntiff/2r:W(rty7U' (.6/2I 1'), t.rite/� 3.7t,,
(And 5,%Pr See Yxiec� -t€ ?' r ui�r As ct c
-7•l��, kr11f5 Leif �-iv ,ttW rr�a 1,4 U225 Gi'
,Kl.t� uce(., 04 .r% /� ) ter-, • f�

WASTELOAD ALLOCATION APPROVAL FOAM
Request No. :4099
Pbrmit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Aequestnr
Date of Request
Quad
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
PH
Cadmium
Chromium
Lead
NC0O31836
CITY OF STATESVILLE - FOURTH CA
DOMESTIC (93%) INDUSTRIAL (7%)
EXISTING
FOURTH CREEK
C
090706
IREDEi
MAO
SAM'BA%DCES
6/11/87
D155E
�
(mgd)�
(#/100ml):
(SU)�
(mg/1)�
(mg/1)�
Upstream (Y/N): Y
Drainage Area (sq~mi) : 46.5
Average Flow
Summer 7Q10
Winter 7A10
3OQ2
RECOMMENDED EFFLUENT LIMITS
SUMMER
6.0
17
12
5
30
1000
6-9
0.0044
0.09
0.05
WINTER
6.0
27
18
5
30
1000
6-9
0.0O44
0.09
0.05
MONITORING
Location: ABOVE DISCHARGE POINT
( -*) 46
OW A
~ I
~
�87
Downstream (YIN): Y Location: 3.3 MILES BELOW DISCHARGE - NEAR SR 2308
................... ....... ............ ...................... ........ ........ .... ......... .... .................................... COMMENTS -------'----------------
AECOMMEND LIMITS CONTINUED: CYANIDE 0.011 MC/L (DAILY MAXIMUM)
RECOMMEND MONITORING FOR: COPPEA, NIC%EL, ZINC, AND SILVER
SEE TOXICITY TESTING REQUIREMENTS ATTACHED
THIS MODEL INCLUDED THE COOLEEMEE WWTP ON SOUTH YADKIN RIVER
Alt ' ' ir� �»/^� ' '
' '`°t �/"�� ����= �~~� ^���*�� u��°��~ o�=^ ��_--`— - �
« .
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisori\
Permiss & Engineering ___
Date
Date
Date
-1
'f�-�--
RETURN TO TECHNICAL SERVICES BY wE P p 197 .

i 4/ JAktsV `J/e
Facility Name bUl `f i i ( - 12 /DTP
Permit C D o 3 183 GO
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is L[{.D % (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform (1)cf4.e Lj monitoring using this procedure to establish compliance
with the permit eondition. The first test will be performed within thirty
days from issuance of this permit. 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 part 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 appropriate parameter code.
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 chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine 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 per-
formed by the.North Carolina Division of Environmental Management indicate
potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 H,0 cfs
Permited Flow (0,0 MGD
Basin & Sub -basin 069
Receiving Stream ayKTH GREE K
Recommended bv:
County ) Re- De LL. Date
ro/r7

WASTELOAD ALLOCATION APPROVAL FORM
Request No. :4099
Nermit Number NC0031836
Facility Name CITY OF STATESVILLE - FOURTH CA WWTP
Type of Waste DOMESTIC (98%) INDUSTRIAL (7%)
Status EXISTING
Receiving Stream FOURTH CREEK
Stream Class C
Subbasin 080706
County IAEDELL
Regional Office MAO
Requestor SAM BRIDGES
Date of Request 6/11/87
Quad D15SE
Drainage Area (sq mi) 46-5
Average Flow (cfy) 46.0
Summer 7010 (cfs) 11.
Winter 7Q10 (cfs) � 18
30Q2 (cfs) �
RECOMMENDED EFFLUENT UMITS.
SUMMER WINTER
Wastef1ow (mgd): 6.0 6.0
5-Day BOD (mg/1): 17 g0
Ammonia Nitrogen (mg/1): 15
Dissolved Oxygen (mg/1): 5
TSS (mg/1): 8o 30
Fecal Coliform (0/100ml): 1000 1000
pH (SU)�w�\ 6-9 6-9
?]
Cadmium (**gft). A�sz' a-sh
Chromium (mg/1): 0.09 0.09
Lead (mg/1): 0.05 0.05
Upstream (Y/N): Y
MONITORING
Location: ABOVE DISCHARGE POINT
Downstream (Y/N): Y Location: 3.3 MILES BELOW DISCHARGE - NEAP SR 2308
-.... .... .... ------.......................... ................ -.... ........ ............................. - COMMENTS ------ Ve
RECOMMEND LIMITS CONTINUED: CYANIDE 0.013. MC/L Ay[RA0[I
RECOMMEND MONITORING FOR: COPPER, NICKEL, ZINC, AND SILVER
SEE TOXICITY TESTING REQUIREMENTS ATTACHED
THIS MODEL INCLUDED THE COOLEEMEE WWTP ON SOUTH YADKIN RIVER
Recommended by
Reviewed by:
Tech. Support Supervisor,
Regional Supervisor
Permits & Engineering
RETURN TO TECHNICAL SERVICES BY
Date
Date
Da�e

5
)U
5
Facility &4-(96i7L1/(..(0 Wasteflow (MGD) 6, Q
Summer/Winter (circle one)
II__
_____Ti.______.____I
.,--
.
1________.
.._____.
__
._
Il
ill
_.
_i
.._
___
III
11
Y
zrr
}
5 iv �5 a0
NH3-N (mg/1)
Potential effluent limit combinations:
a5
BOD5 NH3•N
�•.,oL,7)
C30 -v 5 5 41L-
.5 - i•5 f5g.6
ri — �5,5 05
go
Comments:_

��-C1 ue V\kb1M.tov c V__ �.c..
Boot-- iv H3A1 -DO p‘l G- 0
c 5-40 , 3 `6.9 Li ;4 . ;
6.3 z,5.tl (. 41. (
co
.L9co D.6(6 o.(. I 3.-15
�,13 ;.qc) )c:.55.
4 4^.0 , moo-3i ib.o 3.31
..-1�o.a� 9.3a „7.I
r]9'-f 3,tc4,
3.3 ( ; 0.(43 � . (0, 3. 3
0(-15 13'(c

- -Ccooi i- & )
atituit 3,96(..4k
.:r06=lam �=aa
ow- l 8v Caw= t,6
GIA= Loqq_ 1+15.
1To?rcz= , Icr users 0 lk96
ow5 Jc,ct-K%
vTow ,3a
-U?.Q - , , as - YOYk coo wq,c
co 56(..Asvd,6 guntk CA. Guw7/0
a
j� g7
p3Gwco
u6,c( -no mod('
oitrktk u 4.1 6! ,e,o,rotc)
"Akio vadit,;,-i
Sqm-e4Ai+.1. ck-ck- 7\koc,k a -6_,tr,tc,k 3
15- 01.0 L-1.9 L �.�- 1.5
L.
.g
=J. 2 -300A:--oS T)00,4 .S ROG A :7--
o. r-a051- 0. 3 TtOkoth- . 3 -.0"-A0 ...).0705?--
h4 if0 .05O5 -15Ow=U. r.07i0r1:0.55 - -dour I . I - 0 r►
uo , 5 I
31-0W b.. U 5) gi e.= 0.5 S)oze= ya5 6t= .P5 = S.6
113:%00 I$
T w =31,3
r03ac.-in i roc

j,.,AXI. Ptcvyt,t
Trilt;ei cr, _
tAA
31a4=124
&d emee (00
c .� ri jct

.0 - (1.3 c--F
c-&
7N .l hciuith tc J
to ado slfety.
/d ac v (o f Q a 0 IQYAt.texxLI&:.. _7 , O lG c% oo -5 5(0._
- - 5-far\ cl arc(- a u3» or t ooa _ n13/1
Cw- - c .t- a - 3) (an)
q,3 ,0o4,5(.0 /
1.081e1 acttua..i a+ 17% fllovo-,1 Egi /8,364/
61-anciarc! 6D(A.1
of±r. cow= t3u51 = ,013 -1-
6 k)C. 0+3) - Cq.3)(c60) =-- +a .3)C,05
cuj 0.015 11-13)43
o✓ ci 3.`�
abo * , 10 A Ua.ck 50 L ti +
!k :1 °1 a oc oa y Giv .evvtouo,SG- 583 /C� , 0t3`1
Ac+1,&y\ L2A),-Q,1
JAA-t ru&i.)r_t4k,e,
q5 "ci ac4U cd a06)0 -E f ' '. = •_.l 19 */c1 = ion.c.o
..- oonaarck E0u3/1- ,o5n-6/10,4)-7 (11-1-ci,605)
_
4
-
w- ► to % Cafs4- ) 50 CAPrkc_.-1
�_I

. i4* 1.3 = . Q-4-1
1,.3 % cL40a (@ Der)b-rn-ouGL ( E-Cr..
U _. conc. e5- (, / 1 .00 ` m I
_ ((oo) -
3co — osf .3
. at.0 :D5Yr6v)
o5 - I
aw it, l o 4 3a c4 SO L vru-L-4
S ic► OL kJcu (@ �� a w�.- c _ .5 tciejcl , oc ,rn-6 -
S4cw\c irc1= ' u Jc ) O{ .00S rr J- ( --
t-;-c,t C,00E
Q .3

SUMMER
LIMITS OF 17 BOD5 AND 15 NH3N
---------- MODEL RESULTS ----------
Disoharger : CITY OF GTATESVILLE - FOURTH CR WWTP
Receiving Stream : FOURTH CREEK
The End D.O. is 7.10 mg/l.
The End CBOD is 2.79 mg/l.
The End NBOD is 8.04 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/J. ) (mg/1) (mg/1) (mgd)
Segment 1 5.02 3.30 1
Reach 1 25.50 67.50 5.00 6.00000
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 0.0000(\
Reach 5 0"00 0.00 0.00 O.00000
Segment 2 7.11 2.20 1
Reach 1 45.00 90.00 0.00 1.50000
Segment 3 6.85 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

,
Discharger
Receiving Stream
SUMMER
NBOD MODEL FOR 6.0 MBD TO GET
NH8N LIMIT
- --- MODEL RESULTS ----------
: CITY OF GTATE8VILLE - FOURTH CR WWTP
: FOURTH CREEK
The End D.O. is 5.79 mg/l.
The End CBOD is 9.85 mg/l.
The End NBOD is 8.62 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Mi1epoint Reach # (mg/l} (mg/l) (mg/l) (mgd)
Segment 1 5.02 3.30 1
Reach 1 45.00 53.00 5.00 6.00000
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
,
'r^

,
' Discharger
Receiving Stream
SUMMER
NBOD MODEL FOR 6.0 M8D TO GET
NH31'4 INTERCEPT
---------- MODEL RESULTS �---------
x CITY OF STATESVILLE - FOURTH CR WWTP
: FOURTH CREEK
The End D.O. is 5.89 mg/l.
The End CBOD is 0.76 mg/l.
The End NBOD is 13.80 mg/l.
Segment I
Reach 1
Reach 2
Reach 3
Reach 4
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(trig/ l) Milepo1nt Reach # (mg/1) (mg/l) (mg/l} (mgd)
5.03
3.80 1
0.00 86.00
0.00 0.00
0.00 0.00
O.00 0.00
5.00
0.00
0.00
0.00
6.00000
0.0(j()00
0.00000
0.00000

SUMMER
MODEL TAKEN INTO YADKIN AND
INCLUDES COOLEEMEE WWTP
---------- MODEL RESULTS ----------
Discharger o CITY OF 8TATESVILLE - FOURTH CR WWTP
Receiving Stream : FOURTH CREEK
The End D.O. is 7.08 mg/l.
The End CBOD is 3.32 mg/l.
The End NBOD is 2.79 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # <mg/l) (mg/l> (mg/l) (mgd)
Segment 1 4.99 3.30 1
Reach 1 45.00 54.00 5.00 6.00000
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
Segment 2 7.11 2.20 1
Reach 1 45.00 90.00 0.00 1.50000
Segment 3 6.83 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY Y DATA ***
Discharger : CITY OF STATESVILLE - EOURCt..tL:1batwi.n : 030706
Receiving Stream : FOURTH CREEK Stream Class: C
- Summer 7010 „ 1 1 „ Winter 7010 N 18.
Design temperature: 25.
:LENGTH! SLOPE! VELOCITY 1 DEPTHI Kd 1 Kd 1 Ka 1 Ka 1 KN I KN 1 KNR 1 KNR 1
1 mile I ft/is fps I ft Idesignl 320' !design: 820. Idesignl 3204 ;design; 320e I
1
Segment 1 I 9.001 6.001 0.503 1 1.67 1 0.31 1 0.25 14.38 1 3.931 0.44 10.30 10.44 1 0.00 I
Reach 1 1 1 1 1 1 1 1 1
1 1 1 1 1
1 1 1 1 i
Segment 1 I 2.001 10.501 0.577 1 1.64 1 0.36 10.28 1 8.77 1 7.871 0.44 1 0.30 10.44 1 0.00 I
Reach 2 I 1 1 1 1 1
Segment 1 1 3.201 4.251 0.440 1 1.91 0.29 1 0.23 2.71 1 2.431 0.44 1 0.30 1 0.44 10.00 I
Reach 3 1 1 1 I I 1 1 1 I
1
Segment 1 I 1.501 4.2551 0.502 1 2.38 10.29 10.23 1 2.09 1 1.881 0.44 1 0.30 10.44 1 0.00
Reach 4 1 I 1 I I
Segment 1 1 3.801 3.501 0.476 12.47 10.28 10.22 1 1.64 1 1.471 0.44 10.30 0.44 10.00 1
Reach 5 I I I I
Segment 2 1 2.201 2.251 0.547 13.64 1 0.27 1 0.22 11.21 I 1.081 0.44 1 0.30 10.44 10.00 1
Reach 1 r 1 1 1 1 1
1 1 1 1 1 1 1
Segment 3 I 3.001 3.501 0.731 1 3.74 10.28 1 0.22 1 2.51 1 2.251 0.44 1 0.30 10.44 1 0.00 1
Reach 1 1 1 I 1 1 1 1 1
I Flow 1 CBOD 1 NBOD 1 D.O. 1
1 cfs 1 mg/1 1 mg/.I. 1 mg/1 1
Segment I Reach 1
Waste 1 9.300 1 45.000 1 5.000
Headwaters! 11.000 I 2..000 1 :I..000 1 7.440
Tributary I 0.000 1 P.000 1 1.000 I 7.440
* Runoff I 0.300 1 P.000 1 1.000 I '7.440
Segment 1 Reach 2
Waste 1 0.000
Tributary 1 0., 000
* Ru ioof f' 1 0.300
0.000
2.000
P.000
0.000 1 0.000
1.000 1 7.440
1.000 1 7.440
Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
T s- ; k .1 1 -1- ' i ! i") i"1 i"1 f 1 ! ') (I n F"1 ! i Cl () f ' ! ' f _ A. A. Cl

,
'
* Runoff
0.300 i
2.000 < 1.000 | 7.440
^
~
Segment 1 Reach 4
Waste | 0.000 {
Tributary ' 18.000 1
* Runoff | 0.300 �
Segment 1 Reach 5
Waste , 0.000 |
Tributary | 0.000 <
Segment 2 Reach 1
Waste | 2.325 �
Headwaters|106.000 �
Tributary | 0.000 |
* Runoff | 0.190 �
Segment 3 Reach 1
Waste , 0.000
Headwaters! 0.000
Tributary | 0.000
0.000 |
2.000 �
2.000 |
0.000
2.000
2.000
45.000
2.000
2.000
2.000
|
|
�
0.000 | 0.000
_
1.000
1.000 7.440
0.000 (
1.000 (
1.000 |
� 90.000
| 1.000
� 1.000
| 1.000
0.000 | 0.000
2.000 | 1.000
2.000 | 1.000
2.000 | 1.000
* Runoff flow is in cfs/mile
0.000
7.440
7.440
0.000
7.440
7.440
7.440
� 0.000
� 7.440
| 7.440
� 7.440

8UMMER
MODEL TAKEN INTO YADKIN AND
INCLUDES COOLEEMEE WWTP
Geg # | Reach # | Seg Mi � D.O. CBOD NBOD Flow |
1 1 0.00 6.32 21.70 25.28 20.30
1 1 0.30 6.01 21.37 24.77 20.39
1 1 0.60 5.76 21.04 24.28 20.48
1 1 0.90 5.56 20.72 23.79 20.57
1 1 1.20 5.40 20.40 28.31 20.66
1 1 1.50 5.27 20.09 22.85 20.75
1 1 1.80 5.18 19.78 22.39 20.84
1 1 2.10 5.10 19.48 21.94 20.98
1 1 2.40 5.05 19.18 21.50 21.02
1 1 2.70 5.02 18.89 21.08 21.11
1 1 3.00 5.00 18.61 20.66 21.20
1 1 3.80 4.99 18.38 20.25 21.29
1 1 3.60 4.99 18.05 19.84 21.38
1 1 3.90 5.00 17.78 19.45 21,47
1 1 4.20 5.02 17.51 19.06 21.56
1 1 4.50 5.04 17.25 18.69 21.65
1 1 4.80 5.07 16.99 18.32 21.74
1 1 5.10 5.10 16.73 17.95 21.83
1 1 5.40 5.14 16.48 17.60 21.92
1 1 5.70 5.17 16.24 17.25 22.01
1 1 6.00 5.21 15.99 16.91 22.10
1 1 6.80 5.25 15.75 16.58 22.19
1 1 6.60 5.80 15.52 16.25 22.28
1 1 6.90 5.34 15.29 15.94 22.37
1 1 7.20 5.38 15.06 15.62 22.46
1 1 7.50 5.43 14.84 15.32 22.55
1 1 7.80 5.47 14.62 15.02 22.64
1 1 8.10 5.51 14.40 14.72 22.73
1 1 8.40 5.56 14.19 14.44 22.82
1 1 8.70 5.60 18.98 14.15 22.91
1 1 9.00 5.65 13.78 13.88 23.00
1 2 9.00 5.65 13.78 13.88 23.00
1 2 9.10 5.77 13.71 13.80 23.03
1 2 9.20 5.88 13.64 13.72 23.06
1 2 9.30 5.98 13.58 13.63 23.09
1 2 9.40 6.08 13.51 13.55 23.12
1 2 9.50 6.17 13.44 18.48 23.15
1 2 9.60 6.24 13.38 13.40 23.18
1 2 9.70 6.32 13.31 13.32 23.21
1 2 9.80 6.38 13.25 13.24 23.24
1 2 9.90 6.45 13.18 13.16 23.27
1 2 10.00 6.50 13.12 13.09 23.30
1 2 10.10 6.55 13.06 13.01 23.38
1 2 10.20 6.60 12.99 12.93 23.36
1 2 1D.30 6.65 12.98 12.86 23.39
1 2 10.40 6.69 12.87 12.78 28.42
1 2 10.50 6.72 12.81 12.71 23.45
1 2 10.60 6.76 12.74 12.63 23.48
1 2 10.70 6.79 12.68 12.56 23.51
1 2 10.80 6.82 12.62 12.49 23.54
1 2 10.90 6.85 12.56 12.41 23.57
1 2 11.00 6.87 12.50 12.34 23.60
1 8 11.00 6.87 12.50 12.34 23.60
1 3 11.20 6.74 12.37 12.16 23.66
1 3 11.40 6.61 12.25 11.99 23.72
1 3 11.60 6.50 12.12 11.81 23.78
1 3 11.80 6.39 12.00 11.64 23.84
1 3 12.00 6.30 11.88 11.48 23.90
, n I po A pp 1, �A, 1 11 --1 .1 p�� pA �

l 3 12.40 6.15 11.64 11.15 24.02
1 3 12.60 6.08 11.52 10.99 24.08
1 3 12.80 6.03 11.40 10.83 24.14
1 3 13.00 5.98 11.29 10.67 24.20
1 8 13.20 5.98 11.18 10.52 24.26
1 3 13.40 5.90 11.06 10.37 24.32
1 3 18.60 5.86 10.95 10.22 24.38
1 3 13.80 5.84 10.84 10.07 24.44
1 3 14.00 5.81 10.73 9.93 24.50
1 8 14.20 5.80 10.62 9.78 24.56
1 4 14.20 6.49 6.98 6.07 42.56
1 4 14.30 6.48 6.95 6.03 42.59
1 4 14.40 6.47 6.92 6.00 42.62
1 4 14.50 6.46 6.89 5.96 42.65
1 A. 14.60 6.45 6.87 5.98 42.68
1 4 14.70 6.44 6.84 5.89 42.71
1 4 14.80 6.43 6.81 5.86 42.74
1 4 14.90 6.43 6.78 5.82 42.77
1 4 15.00 6.42 6.76 5.79 42.80
1 4 15.10 6.41 6.73 5.75 42.83
1 4 15.20 6.41 6.70 5.72 42.86
1 4 15.30 6.40 6.68 5.68 42.89
1 4 15.40 6.39 6.65 5.65 42.92
1 4 15.50 6.39 6.62 5.62 42.95
1 4 15.60 6.38 6.60 5.58 42.98
1 4 15.70 6.38 _6.57 5.55 _ 43.01
1 5 ���7T- -6.38 /,.57 �5.55 43.01
1 5 15.90 6.35 6.52 5.48 43.07
1 5 16.10 6.32 6.46 5.41 43.18
1 5 16.80 6.30 6.41 5.35 43.19
1 5 16.50 6.28 6.36 5.28 43.25
1 5 16.70 6.26 6.81 5.22 43.31
1 5 16.90 6.24 6.26 5.15 43.37
1 5 17.10 6.22 6.21 5.09 43.43
1 5 17.30 6.21 6.15 5.03 43.49
1 5 17.50 6.20 6.10 4.96 43.55
1 5 17.70 6.19 6.06 4.90 43.61
1 5 17.90 6.18 6.01 4.84 43.67
1 5 18.10 6.17 5.96 4.78 43.73
1 5 18.30 6.16 5.91 4.72 48.79
1 5 18.50 6.16 5.86 4.67 43.85
1 5 18.70 6.15 5.81 4.61 43.91
1 5 18.90 6.15 5.77 4.55 43.97
1 5 19.10 6.15 5.72 4.50 44.03
1 5 19.30 6.15 5.67 4.44 44.09
1 5 19.50 6.14 5.63 4.39 44.15
2 1 0.00 7.28 2.92 2.91 108.83
2 1 0.20 7.26 2.90 2.88 108.36
2 1 0.40 7.24 2.89 2.85 108.40
2 1 0.60 7.22 2.87 2.82 108.44
2 1 0.80 7.21 2.85 2.80 108.48
2 J. 1.00 7.19 2.83 2.77 108.51
2 1 1.20 7.18 2.82 2.74 108.55
2 1 1.40 7.16 2.80 2.71 108.59
2 1 1.60 7.15 2.78 2.68 108.63
2 1 1.80 7.14 2.77 2.66 108.67
2 1 2.00 7.12 2.75 2.63 108.70
2 1 2.20 7.11 2.73 2.60 108.74
3 1 0.00 6.83 8.57 3.12 152.89
3 1 0.10 6.84 3.56 3.11 152.91
3 1 0.20 6.85 3.55 3.10 152.93
3 1 0.30 6.86 3.54 3.08 152.95
3 1 0.40 6.87 3.53 3.07 152.97
3 1 0.50 6.88 3.53 3.06 152.99
3 1 0.60 6.89 3.52 3.05 153.01
11 .1 o 7n A po `v =1 I `o o/L I psn on

3 1 0.80 6.91 3.50 3.03 158.05
3 1 0.90 6.92 3.49 3.01 153.06
3 1 1.00 6.98 3.48 3.00 153.08
8 1 1.10 6.94 3.47 2.99 158.10
3 1 1.20 6.94 3.47 2.98 153.12
3 1 1.30 6.95 3.46 2.97 153.14
3 1 1.40 6.96 3.45 2.96 153.16
8 1 1.50 6.97 3.44 2.95 153.18
8 1 1.60 6.98 3.43 2.94 158.20
3 1 ` 1.70 6.99 3.43 2.98 158.22
3 1 1.80 6.99 3.42 2.91 153.24
3 1 1.90 7.00 3.41 2.90 158.25
3 1 2.00 7.01 8.40 2.89 153.27
3 1 2.10 7.02 3.39 2.88 153.29
3 1 2.20 7.02 3.38 2.87 158.81
3 1 2.30 7.03 8.88 2.86 158.33
3 1 2.40 7.04 3.37 2.85 153.35
3 1 2.50 7.05 3.36 2.84 158.87
3 1 2.60 7.05 8.35 2.83 153.39
3 1 2.70 7.06 3.34 2.82 153.41
3 1 2.80 7.07 3.34 2.81 153.43
3 1 2.90 7.07 3.33 2.80 153.44
3 1 3.00 7.08 3.32 2.79 158.46
Seg # 1 Reach # | Seg Mi D.O. | CBOT.) | NBOD Flow i

WINTER
MODEL WITH LIMITS PROTECTED
----- MODEL RESULTS ----------
^ Discharger : CITY OF 8TATESVILLE - FOURTH CR WWTP
Receiving Stream : FOURTH CREEK
The End D.O. is 9.41 mg/l.
The End CBOD is 3.25 mg/l.
The End NBOD is 8.90 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg /l> (mg/l} (mgd)
Segment 1 6.12 0.00 1
Reach 1 45.00 90.00 0.00 6.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.0O 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
Segment 2 9.16 0.O0 1
Reach 1 45.00 90.00 0.00 1.50000
Segment 8 9.13 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** I''It3DEL. SUMMARY DATA ***
• Discharger CITY OF 2TATEE3V1:1_L.E - E''OUR3ubbras1n : 030706
Receiving Stream n FOUR'1'!-I CREEK. Stream Class: C
Summer 7Q 10 ;: 11. Winter 7010 K 16.
Design Temperature: 14.
ILEN8THI SLOPE: VELOCITY 1 DEPTH! Kd I Kd I Ida I Ka I 1:N 1 KN 1KNR I KNR I
I mile 1 ft/mil fps I ft :design: 320e !design: 320° !design! 320° :design! 320° I
1
Segment 1 I 9.001 6.00! 0.639 : 1.76 0.20 10.26 12.96 I 3.381 0.19 10.30 10.19 10.00 I
Reath 1 1 1 I 1 I 1
1
Segment 1 I 2.00! 10.50! 0.745 11.71 1 0.23 10.30 16.04 I 6.891 0.19 10.30 10.19 10.00 I
Reach 2 1 1 I 1 I I
Segment 1 I 3.201 4.25! 0.573 12.00 1 0.18 1 0.24 11.88 1 2.141 0.19 10.30 10.19 ! 0.00 I
Reach 3 : : : :
Segment 1 I 1.501 4.25! 0.701 12.52 10.18 10.24 12.30 1 2.621 0.19 10.30 10.19 10.00 1
Reach 4 1 1 1 1 1 1 1
Segment 1 I 3.801 3.501 0.666 12.61 10.18 10.23 11.80 I 2.05! 0.19 10.30 1 0.19 10.00 1
Reach, 5 I I '
Segment 2 I 2.201 2.251 0.808 ! 3.88 10.17 10.22 : 1.40 : 1.601 0.19 10.30 10.19 1 0.00
Reach 1 1 1 1 1 1 1
Segment 3 I 3.001 3.501 1.064 13.98 10.18 1 0.23 12.88 I 3.281 0.19 1 0.30 10.19 1 0.00 I
Reach 1 I I :
1 Flow i CBOD 1 NBOD 1 D.O.
1 rfs 1 mall 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste 1 9.300 45.000 90.000 1 0.000
Headwaters: 18.000 2.000 1 1.000 1 9.280
Tributary 1 0.000 2.000 I 1.000 1 9.28o
Runoff 1 0.550 i`? 0f;?t_) : 1.000 1 9 .280
Segment I Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
'k Runoff 1 0.550 1 P.000 1 1.000 1 9.P80
Segment 1 Reach t
Waste 1 0.000 1 0.000 1 0.000 1 0.000
! n i Sf" n ! 2 nnn f 1i Sr. ! q _ PP 1

'
* Runoff' | 0.550 | 2.000 | 1.000 � 9.280
Segment 1 Reach 4
Waste | 0.000
Tributary | 31.300
* Runoff 1 0.510
Segment 1 Reach 5
Waste | 0.000
Tributary 1 0.000
* Runoff | 0.510
Segment 2 Reach 1
Waste | 2.325
Headwaters |180.000
Tributary | 0.000
* Runoff | 0.320
Segment 3 Reach 1
Waste | 0.000
Headwaters 0.000
Tributary | 0.000
|
|
|
�
'
'
|
'
|
'
`
|
`
0.000
2.000
2.000
|
|
|
0.000 |
2.000 1
2.000 |
45.000
2.000
2.000
2.000
0.0O0
2.000
2.000
2.000
|
|
|
|
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000 |
1.000 �
1.000 |
90.O00
1.000
1.000
1.000
O.000
1.000
1.000
1.000
|
/
'
`
0.000
9.280
80
9.2
0.000
9.280
9.280
0.000
9.280
9.280
9.280
0.000
9.280
9.280
9.280

'
Seg # | Reach # | Seg Mi D.O. CBOD
1 1 0.00 6.12 16.65
1 1 0.30 6.23 16.47
1 1 0.60 6.33 16.29
1 1 0.90 6.42 16.11
1 1 1.20 6.51 15.94
1 1 1.50 6.59 15.76
1 1 1.80 6.67 15.60
1 1 2.10 6.75 15.43
1 1 2.40 6.82 15.26
1 1 2.70 6.89 15.10
1 1 3.00 6.95 14.94
1 1 3.80 7.01 14.78
1 1 3.60 7.07 14.68
1 1 3.90 7.12 14.48
1 1 4.20 7.17 14.82
1 1 4.50 7.28 14.18
1 1 4.80 7.27 14.03
1 1 5.10 7.82 13.88
1 1 5.40 7.36 13.74
1 1 5.70 7.41 13.60
1 1 6.00 7.45 13.46
1 1 6.30 7.49 13.32
1 1 6.60 7.52 13.19
1 1 6.90 7.56 13.05
1 1 7.20 7.60 12.92
1 1 7.50 7.63 12.79
1 1 7.80 7.67 12.66
1 1 8.10 7.70 12.53
1 1 8.40 7.73 12.41
1 1 8.70 7.76 12.29
1 1 9.00 7.79 12.16
1 2 9.00 7.79 12.16
1 2 9.10 7.86 12.12
1 2 9.20 7.92 12.08
1 2 9.30 7.98 12.04
1 2 9.40 8.04 12.00
1 2 9.50 8.10 11.96
1 2 9.60 8.15 11.93
1 2 9.70 8.20 11.89
1 2 9.80 8.25 11.85
1 2 9.90 8.30 11.81
1 2 10.00 8.84 11.77
1 2 10.10 8.38 11.73
1 2 10.20 8.42 11.69
1 2 10.30 8.46 11.66
1 2 10.40 8.50 11.62
1 2 10.50 8.53 11.58
1 2 10.60 8.57 11.54
1 2 10.70 8.60 11.50
1 2 10.80 8.63 11.47
1 2 10.90 8.66 11.48
1 2 11.00 8.68 11.39
1 3 11.00 8.68 11.39
1 3 11.20 8.62 11.32
1 3 11.40 8.57 11.24
J. 3 11.60 8.51 11.17
1 3 11.80 8.46 11.10
1 3 12.00 8.41 11.02
, o Io 0o 0 -10 0C-:
'
WINTER
MODEL WITH LIMITS PROTECTED
NBOD Flow
31.32 27.30
30.97 27.46
80.62 27.63
30.28 27.79
29.95 27.96
29.62 28.12
29.29 28.29
28.97 28.45
28.65 28.62
28.34 28.78
28.03 28.95
27.73 29.11
27.43 29.28
27.13 29.44
26.84 29.61
26.55 29.77
26.27 29.94
25.99 30.10
25.71 30.27
25.44 30.43
25.17 30.60
24.91 30.76
24.65 30.93
24.39 31.09
24.13 31.26
23.88 31.42
23.63 31.59
23.39 81.75
23.15 31.92
22.91 32.08
22.67 32.25
22.67 32.25
22.60 32.30
22.53 32.36
22.46 32.41
22.39 32.47
22.32 32.52
22.25 32.58
22.18 32.63
22.11 32.69
22.04 32.74
21.97 82.80
21.90 32.85
21.88 32.91
21.76 32.96
21.69 33.02
21.62 33.07
21.56 33.13
21.49 33.18
21.42 33.24
21.36 33.29
21.29 33.35
21.29 33.35
21.14 33.46
2O.99 33.57
20.84 33.68
20.69 33.79
20.54 33.90
0: ^o oZ- o*1

^ 1 3 12.40 8.32 10.88 20.25 34.12
1 8 12.60 8.28 10.81 20.11 34.23
1 3 12.80 8.25 10.74 19.97 34.34
1 8 13.00 8.21 10.67 19.88 34.45
1 3 13.20 8.18 10.60 19.69 34.56
1 8 13.40 8.15 10.53 19.55 34.67
1 3 13.60 8.12 10.47 19.41 34.78
1 3 13.80 8.09 10.40 19.27 34.89
1 3 14.00 8.07 10.33 19.14 35.00
1 3 14.20 8.05 10.27 19.01 85.11
1 4 14.20 8.63 6.87 10.52 66.41
1 4 14.30 8.64 6.36 10.49 66.46
1 4 14.40 8.64 6.34 10.47 66.51
1 4 14.50 8.65 6.33 10.45 66.56
1 4 14.60 8.66 6.32 10.42 66.61
1 4 14.70 8.66 6.30 10.40 66.66
1 4 14.80 8.67 6.29 10.37 66.72
1 4 14.90 8.67 6.28 10.35 66.77
1 4 15.00 8.68 6.26 10.32 66.82
1 4 15.10 8.69 6.25 10.30 66.87
1 4 15.20 8.69 6.24 10.28 66.92
1 4 15.30 8.70 6.23 10.25 66.97
1 4 15.40 8.71 6.21 10.23 67.02
1 4 15.50 8.71 6.20 10.20 67.07
1 4 15.60 8.72 6.19 10.18 67.12
1 4 15.70 8.72 6.17 10.16 67.17
1 5 15.70 8.72 6.17 10.16 67.17
1 5 15.90 8.72 6.15 10.11 67.28
1 5 16.10 8.72 6,12 10.06 67.38
1 5 16.80 8.72 6.10 10.01 67.48
1 5 16.50 8.72 6.07 9.96 67.58
1 5 16.70 8.72 6.04 9.91 67.69
1 5 16.90 8.72 6.02 9.87 67.79
1 5 17.10 8.72 5.99 9.82 67.89
1 5 17.30 8.72 5.97 9.77 67.99
1 5 17.50 8.72 5.94 9.73 68.09
1 5 17.70 8.72 5.92 9.68 68.20
1 5 17.90 8.72 5.89 9.63 68.30
1 5 18.10 8.72 5.87 9.59 68.40
1 5 18.30 8.72 5.84 9.54 68.50
1 5 18.50 8.72 5.82 9.49 68.60
1 5 18.70 8.73 5.79 9.45 68.7/1
1 5 18.90 8.73 5.77 9.40 68.81
1 5 19.10 8.73 5.75 9.86 68.91
1 5 19.30 8.73 5.72 9.31 69.01
1 5 19.50 8.73 5.70 9.27 69.11
2 1 0.00 9.16 2.55 2.1.3 182.32
2 1 0.20 9.17 2.54 2.13 182.39
2 1 0.40 9.18 2.54 2.12 182.45
2 1 0.60 9.20 2.53 2.12 182.52
2 l 0.80 9.21 2.52 2.11 182.58
2 1 1.00 9.22 2.52 2.10 182.64
2 1 1.20 9.23 2.51 2.10 182.71
2 1 1.40 9.24 2.50 2.09 182.77
2 1 1.60 9.25 2.50 2.08 182.84
2 1 1.80 9.26 2.49 2.08 182.90
2 1 2.00 9.27 2.48 2.07 182.96
2 1 2.20 9.28 2.48 2.06 183.03
3 1 0.00 9.13 3.36 4.04 252.14
3 1 0.10 9.14 3.36 4.03 252.17
3 1 0.20 9.15 3.35 It.. 252.21
3 1 0.30 9.16 3.35 4.03 252.24
3 1 0.40 9.18 3.35 4.02 252.27
3 1 0.50 9.19 3.34 4.02 252.30
3 1 0.60 9.20 3.34 4.01 252.33
� , o I Io p pq qq 4L oI p�P n7

x 3 1 0.80 9.22 3.33 4.00 252.40
~ 3 1 0.90 9.23 3.33 4.00 252.43
^m '
~^ 3 1 1.00 9.24 3.82 8.99 252.46
` 3 1 1.10 9.25 3.82 8.99 252.49
3 1 1 20 9 26 3 32 3 98 252 53
.� . . . . .
3 1 1.30 9.27 3.31 3.98 252.56
^ 3 1 1.40 9.28 3.31 3.97 252.59
3 1 1.50 9.29 8.31 3.97 252.62
^ 3 1 1.60 9.30 8.30 3.96 252.65
3 1 1.70 9.30 3.30 3.96 252.69
3 1 1.80 9.81 3.30 3.95 252.72
3 1 1.90 9.32 3.29 8.95 252.75
3 1 2.00 9.83 3.29 3.95 252.78
3 1 2.10 9.34 3.29 8.94 252.81
3 1 2.20 9.85 8.28 3.94 252.85
8 1 2.30 9.36 3.28 3.98 252.88
3 1 2.40 9.36 8.27 3.93 252.91
3 1 2.50 9.37 3.27 3.92 252.94
3 1 2.60 9.88 3.27 3.92 252.97
3 1 2.70 9.�9 8.26 3.91 258.01
8 1 2.80 9.40 3.26 3.91 253.04
3 1 2.90 9.40 3.26 3.90 253.07
3 1 3.00 9.41 3.25 3.90 253.10
| Seg # | Reach # 1 Seg Mi D.O. CBOD 1 NBOD Flow I