NC0049867_Wasteload Allocation_19901212

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO049867
100511ylI
Town of Cleveland / Cleveland Wastewater -1"rF
Facility Status: Existing l" Y`
Permit Status: Modification
Major Minor �1
Pipe No.: 001
Design Capacity: 0.2,.0.25, 0.3*
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments:
* See Attached - limits only, currently permitted for 0.090 MGD
STREAM INDEX: 12-108-20-4
RECEIVING STREAM: Thud Creek
Class: C
Sub -Basin: 03-07-06
Reference USGS Quad: E16NW, Cleveland (please attach)
County: Rowan
Regional Office: Mooresville Regional Office
Previous Exp. Date: 1/31/93 Treatment Plant Class:
Classification changes within three miles:
>15mi. /
/1
Requested by: Jule Shanklin \,L / Date: 9/7/90
Prepared by: wo*,.. 4 Ao-- I I Date: i z-o
Reviewed by: Qh Date: la d
30� � A l2l Cs l(50 (w) B ro7.5 Csj/t5o(w)
Wkl6L-
Modeler
Date Rec.
#
Drainage Area (mil) Q,B. Avg Streamflow (cfs):a
7Q10 (cfs) i5.$ Winter 7Q10 (cfs) 27.4 30Q2 (cfs)
Toxicity Limits: IWC %
Acut hmmc
A) 4 1'/F :. o)Q P/F
Instream Monitoring:
8) Q PIP: 2.4 %
Parameterskat-Cor.Z . P.
o.1, fouyud/ yr ryi ?a-a�P.
Upstream Y
Location AT tfASST too' uisr**M
Downstream_
Location "7•Sm. rjg%wCrA610D,wWrP
Ri SA 1003
-------------------- RECOMMENDED EFFLUENT LIMITS ---------------------
A
B C
sum/win
sum/win sum/w'
Wasteflow (mgd): 0.20
0.25 0.
BUDS (mg/1): ZO/30
20/30 20/ 0
A.T.- NH3N (mg/1): 186--cg txw) 15(�ua..) 12 (s immt�crvW�;:il
DO (mg/1): 5
5 5
TSS (mg/1) : 30
30 30
Fecal coliform (#/100ml): 200
200 200
H6
Tot. Res. Chlorine(ug/1): " 28
'. 628 :.ZW8
Toxicity Testing Req.: 1.9%
2.4% 2.i9%
( Q P/F )
------ ------------------•--- COMMENTS ------- 1 ------------------ L--------
All three conditions (A,B,C) are speculatives for the Town of Cleveland.
The town is considering expansion of their treatment plant and addition
of a significant industrial user. Model was based on industrial percentage
between 10% and 90%. No preliminary information regarding the industrial
user's constituents were provided, so metals limits etc. could not be
provided at this time. However, the town must provide this information
before a permit would be issued.
Because of interaction with Statesville, this expansion was only allowed
to cause a change in DO of 0.1 mg/l from existing conditions. See graphs
attached for other possible BOD5/NH3-N limit combinations.

TATE LANNING & ASSOCIATES
'- CONSULTING ENGINEERS
CIVIL MUNICIPAL °
ENVIRONMENTAL
J. TATE LANNING, JR,, RE., R.L.S.
September 4, 1990
Mr. M. Dale Overoash, PE
Supervisor of NPDES Permits
Division of Environmental Management
NC Department of Environment, Health & Natural Resourc
P. O. Box 27687
Raleigh, NC 27611-7687 .
Re: NPDES Permit NCO049867
Town of Cleveland, NC
Rowan County
Dear Mr. Overcash:
As we discussed by telephone last week, the Town of Cleveland desires to investigate the feasibility of in-
creasing the capacity of its wastewater treatment plant from 0.09 mgd to a capacity of between 0.20 mgd
and 0.30 mgd.
Enclosed herewith are the following documents:
(1) Application for Permit to Discharge - Short Form A - with map and attachment sheet, signed by
Cleveland Mayor, William L. Allison
(2) Town of Cleveland Check No. 1225 in the amount of $250.00
(3) Letter from Mayor Allison dated August 30, 1990 stating the Town's request for a determination of
effluent limits.
At this time the Town desires to obtain only the effluent limits for each of the discharge rates stated in
Mr. Allison's letter. A decision would then be made as to the exact flow for a permit modification.
Should any additional information be required, please contact me.
Yours very truly,
TATE LANNING & ASSOCIATES
J. Tate Jr., P.E.
JTL/cs
enclosures
cc: Mr. W. L. Allison, Mayor
Ms. Mildred Bradford, Clerk
Six Forks Commons ^ 211 Six Forks Road - P.O. Box 18345 - Raleigh, N.C. 27619 ° [phone]

A T T A C H M E N T S H E E T
NPDES APPLICATION - SHORT FORM A
Town of Cleveland, NC
ITEM 5 - DESIGN FLOW
Existing permitted flow: 0.09 mgd
Proposed future flow: Minimum 0.20 mgd
Maximum 0.30 mgd
Town of Cleveland desires to obtain effluent limits only for the
following flows: 0.20 mgd, 0.25 mgd, and 0.30 mgd.

SERVED BY THE SOUTHERN RAILWAY
LOCATED ON U. S. HIGHWAY 70
TOWN OF CLEVELAND
Incorporated 1883 (WESTERN ROWAN COUNTY)
NORTH CAROLI NA
Box 183
27013
August 30, 1990
Mr. M. Dale Overcash, PE
Supervisor of NPDES Permits
Division of Environmental Management
NC Department of Environment, Health &
P. 0. Box 27687
Raleigh, NC 27611-7687
Re: NPDES Permit NC 0049867
Town of Cleveland, NC
Rowan County
Dear Mr. Overcash:
Telephone [phone]
Natural Resources
The Town of Cleveland operates a small (0.09 mgd) wastewater
treatment facility which discharges into. Third Creek near SR 1957
in Rowan County. The*permit expires on January 31, 1993.
The Town is contemplating the possibility of upgrading the treat-
ment facility to a capacity in the range of 0.20 - 0.30 mgd. The
f inal capacity will be largely dependent on the expansion plans
of Freightliner Corporation, a major contributor to our waste-
water flow.
Our consulting engineer is Tate Lanning & Associates. They ad-
vise that it would be advantageous for our project planning and
financing to determine the effluent limits which the Town of
Cleveland would be required to meet when the treatment plant
capacity is increased. Therefore, I am enclosing herewith an
NPDES application - Short Form A and our check in the amount of
$250.00, and respectfully request a determination of effluent
limits at each of the following flow rates: 0.20 mgd, 0.25 mgd,
and 0.30 mgd. Upon receipt and evaluation of the data, our engi-
neer will issue recommendations as to a formal modification to
our permit.
The Town requests that copies of the data and correspondence on
this matter be sent to Mr. J. Tate Lanning, Jr., PE, Tate Lanning
& Associates, P. 0. Box 18345, Raleigh, NC 27619.

r
Mr. M. Dale Overcash, PE
August 30, 1990
Page 2
Your assistance in processing this request is very much
appreciated.
Sincerely,
TOWN OF CLEVELAND
William L. Allison, Mayor
enclosures: Short Form A
Check $250.00
cc: Tate Lanning & Associates

J N. C. DEPT. OF NATURAL
RESOURCES AND
COMMUNITY DEVELOPMENT
DEC 419W
Request No.:
5(843
------------------- IR
WAMOO �P�i 99Cr
APPROVAL FORM -------------------
\A,,g'c)
M Da
S.'ILLE R l
Facility Name:
Cleveland WWTP
NPDES No.:
NCO049867
Type of Waste:
Unspecified Ind./Dom
Status:
exist/modif
Receiving Stream:
Third Creek
Classification:
C
est.
Subbasin:
030706
Drainage
area:
88.400
sq mi
County:
Rowa�/
Summer
7Q10:
15.80
cfs
Regional Office:
MRO ��f
Winter
7Q10:
27.40
cfs
Requestor:
J. h nklin
Average
flow:
91.00
cfs
Date of Request:
9/7/90
30Q2:
cfs
Quad:
E16NW
-------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
A B C
sum/win sum/win sum/w'P
Wasteflow (mgd): 0.20 0.25 0
BOD5 (mg/1): 2.0/30 2-0/30 20/ 0
NH3N (mg/1) : 18 C ea cNW) 15(5w"a trju,) 12 ($Llmme9 c-4L-q)
DO (mg/1): 5 5 5
TSS (mg/1) : 30 30 30 'Jt�,; r) 1J 11
Fecal coliform (#/100ml): 200 200 200
pH (su): 6-9 6-9 6-9
Tot. Res. Chlorine (ug/1): v28 28 -c8
Toxicity Testing Req.: 1.9% 2.4% 2 9�
( Q P/F )
---------------------------- MONITORING ----------------------------------
Monit. parameters: Fecal coli., D.O., conductivity, temp.
Upstream (Y/N): Y Location: at least 100 ft upstrm
Downstream (Y/N): Y Location: appx. 7.53 mi from Cleveland at SR 1003
----------------------------- COMMENTS -----------------------------------
All three conditions (A,B,C) are speculatives for the Town of Cleveland.
The town is considering expansion of their treatment plant and addition
of a significant industrial user. Model was based on industrial percentage
between 10% and 90%. No preliminary information regarding the industrial
user's constituents were provided, so metals limits etc. could not be
provided at this time. However, the town must provide this information
before a permit would be issued.
Because of interaction with Statesville, this expansion was only allowed
to cause a change in DO of 0.1 mg/1 from existing conditions. See graphs
attached for other possible BOD5/NH3-N limit combinations.
--------------------------------------------------------------------------
Recommended by: �_ -v Alm Date: ti./��Ro
Reviewed by
Tech Support Supervisor:
Regional Supervisor:
Permits & Engineering:
Date: ( l 4 d
Date: P�
Date: IL l
RETURN -ro TEGNNt(AL- 5ur'PopT av * DEC 2 8 1990

, p7aaLAIWCV 'A It
10/89
Facility Name fteVELAjVD Ulih��P _ _____- -- 1'ernl*t " _At
CHRONIC TOXICITY TESTING REQU IRIEN1LNT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity ul any two consecutive toxicity (ests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 12-°lo (defined as treatment two in the North Carolina procedure
document)..The permit holder shall perform r r monitoring using this procedure to establish
compliance with the permit condition. The. first test will be performed after thirty days from
issuance of this pernut during the months of 01or T&V I Aff, SuL . Effluent
sampling for this testingg-shIU 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-MofiitAriiig: Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B:�' chi * ' "' ally; DEM Form AT-1(original) is to be sent to the following address:
k . .. WWZ� i,��.�„
rA1lb'f1 .'
Attention:. Environmental Sciences 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 doselresponse 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 single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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 re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minitntrm
control organism survival and appropriate environmenutl 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 noncompliance with monitoring requirements.
7Q10 ls• 0 cfs
mm Pei ted Flow n. 2 MG D
IWC% I.9z
Basin & Sub -basin c*910 o -
Receiving Stream 'fbit" Carroy-
County A-N
Recommended by:
f
44•
Date 104hk/_l0
�?1
"Chronic Toxicity (Cc "odapluiia) P/F at 1-1%, C�j4� ,See Part _� Condition J--

5 ptGuc4-
I U/S1)
FaC1111}, Name CLE'i�%�LA'N_V_ �r' y-------_... - I'c'1lllit Wwo490&-7
CIIRON IC TOXICITY TE''•STING 1ZI✓t�Ull`LMLN'I (C�I�'I IDLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is j % (defined as treatment two in the North Carolina procedure
document). .The permit holder shall perform quartgrZy monitoring using this procedure to establish
compliance with the permit condition. The. first test will be performed after tlurry days from
issuance of This permit during the months of 0t5hijk . 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 MonitoringForm (MR-1) for the month in which it was performed, using the parameter
code TGM M'—dditionally,DEM Form AT-1(original) is to be sent to the following address:
Attention:. Environmental Sciences 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 single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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 re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, sliall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 t 5. 8 cfs
Permited Flow V. 2-5- MGD
IWC% 2.3Pj
Basin & Sub -basin 03o70(o
Receiving Stream :irgt b CC��..
County ROWAd
Recommended by:
"Chronic Toxicity (Ceriodaphnia) P/F at Z• %,��r:rhM,�, Sce Part._:,27 ,Condition 1 t��

. $�60.4—A-0 Ve C
10/S 9
Facility Naine UWAAAID VJWT-P-
CHRONIC TOXICITY TES1-1NG
The effluent discharge shall at no time exhibit chronic toxicity in any two c011secutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is • % (defined as treatment two in the North Carolina procedure
document). .The permit holder shall perform quartgrly monitoring using this procedure to establish
compliance -with the permit condition. The. first test will be performed after tlurty days from
issuance of this pern if during the months of JA N Effluent
sampling for this testingg-shaff be performed at the N DES 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 Moriitddfig Form (MR-1) for the month in which it was performed, using the parameter
. code TGP3B 4dditionallli .-DEM Form AT-1 (original) is to be sent to the following address:
' Attention:, 'Envuonmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27 611
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 doselresponse 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 single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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 strearn, 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 document, such as minitnuni
control organism survival and appropriate environmenutl 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 noncompliance with monitoring requirements.
7Q10 _Ly•02 - — cfs
Permi ted Flow D. 3 MG D
IWCIo Z-05
Basin & Sub -basin o3o'700
Receiving Stream 'fottep CA60
County—AAWAA1
Recommended by:
**Chronic Toxicity (Ceriodaplinia) P/F at ?g%, OCT � LLB„ Sce Part '� ., Condition T ,
,-�r�

' - ANY VALuE IN fFl6 SHAD�r7 AkC-A WILL No-r
cA,v� jg6 D,o. -r L'4p FEiow ¢,r7-5 /Q
3�
i7
Cr
Facility CtcytLLfJ) Nasteflow (MGO) O. Z
Summer/Hinter (circle one)
i J 15 CJ
NH3-N (mg/1)
Potential effluent limit. combinations:
BODS NH3.N ._
3o IS
0 1�
Za I a

ANI
VA(,wd
WtTMIAI 7NE SNROtD FlrL&R
Not
CAc45G TRH D.O, -ro PpoP BEwW
4,73
I
2
w
i0
5-
Facility C��v;;,N, W Ld`, (� Nasteflow (MGD) a.ZS
5 to 5 Go
NH3-N (mg1H
Potential effluent limit combinations: �,o,
BODS
NH3.N ._
�a
�z
3
Zo

AYj VAtU6; WITNIAI -W6 9WDE9 $2.£q
wiU. Nor cause -gf6 V.O. Ta )j,!,CP
gEww 4,?3,(k
-" facility aNeL�AjT UItJ P Wasteflow (MGD) D•3M4�
Summer/Winter (circle one)
,s 7o
NH3-N (mg/1)
Potential effluent limit. combinations:
BOD5 NH3-N -
3n 9
Zo 1 Z
Z

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s
INSTREAM SELF-MONITORING.DATA
MONTHLY AVERAGES
Discharger: -5�AT�v,LLE 30P W �n1 i f Permit No.: NC00 2051
Receiving stream: sub -basin:
Upstream Location: srz 234.2- Downstream Location s2 23lg
upstreamDownstream
DATE TEMP D.O. BOD5 COND TEMP D.O. BOD5 COND
DEC-89
NOV- 8 9-
OCT-89
SEP-89 _
AUG- q0 22. f . �3 73�
? -M f�.77�_ �3) 7. 7.3) • 37 ZJUL-90 z�. 2Z• 3. 8) Z --I z') 7.4)
JUN- 9 - 7-o.g t22) �,93 .5� l•6 2,42� �°•8 Z2)
MAY- 9 19.-Z 2o) 6.SSCgo� 7.S
APR- 9 !3. •65 9,2 .95�3.7 c3 (I'B� .113
MAR- 9 1a �; 3. •��� 0:8 G) to. /C2.7 Z,(0Z S,
FEB- 9 10. ,g ,3z �. 1 �o, .5 Zz
JAN- 9 ,2S q ro,Z3 ,8) S, 3 S,$ ?.ZS 9 /0, S ,7)
DEC- 851 (c ro, s in.2 sr
NOV- 8 !. 5 I o, •3 6 o, 3
OCT- 8 5,5 r7 � b-`��` 9 %�r�) ! S
SEP- 8 19,7tz3) g, ,3) /- ag�,� r4,
AUG 8J '¢-1-•CZ'1) ---
JUL- 8 `—
JUN- 8
MAY -8
APR-8
MAR-8
FEB-8
JAN-8
DEC-8
NOV- 7
OCT-87
SEP-8
AUG-87
JUL-87
JUN-87
MAY-87
APR-87
MAR-87
FEB-87 —
JAN-87
DEC-86
NOV-86
OCT-86
SEP-86
AUG-86
JUL-86 —
JUN-86 -.
MAY-86
APR-86
MAR--8 6 --
FEB-86
JAN-86

-t*, aevf, .� 2 . del.
SUMMER
CLEVE = 0.2MGD, BOD5=20 MG/L
NH3-N=18, DO=S MG/L
---------- MODEL RESULTS ----------
Discharger CLEVELAND WWTP
Receiving Stream THIRD CREEK
----------------------------------------------------------------------
The End D.O. is 6.54 mg/l.
The End CBOD is 7.58 mg/l.
The End NBOD is 4.90 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
---------------------- ----
4.46 3.09 2
----
--
Reach
1
s-rr&sviu�-►60.00
58.50
5.00
4.00000
Reach
2
mof---�45.00
90.00
0.00
0.00500
Reach
3
cLVC-,LAtJn--*.40.00
81.00
5.00
0.20000
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

*** MODEL SUMMARY DATA ***
.. '
Discharger :
Receiving Stream :
Summer 7Q10
Design Temperature:
CLEVELAND WWTP Subbasin ' : 030706
THIRD CREEK Stream Class: C
15.8 Winter 7Q10 : 27.4
25.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I.
Ka I
KN I
-------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@204
Idesignl
@2034 Idesignl
Segment
1
I I
1 2.301
I
5.221
0.396
I
1 1.70
I I
1 0.30 1
0.24
I I
1 3.00 1
I
2.691
I
0.44 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 7.901
I
5.221
0.408
I
1 1.82
I I
1 0.30 1
0.23
I I
1 3.09 1
I
2.771
I
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 3.281
I
4.821
0.414
I
1 1.91
I I
1 0.29 1
0.23
I I
1 2.90 1
I
2.601
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.251
I
2.351
0.342
I
1 2.15
I I
1 0.27 1
0.22
I I
1 1.16 1
I
1.041
I
0.44 1
Reach
--------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.201
I
50.001
0.837
I
1 1.39
I I
1 0.71 1
0.56
I I
155.75 1
I
50.001
I
0.73 1
Reach
--------------------------------------------------------------------------------
5
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.801
I
4.351
0.413
I
1 1.99
I I
1 0.29 1
0.23
I I
1 2.61 1
I
2.341
I
0.44 1
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
I
Flow
I
cfs
Segment 1 Reach 1
Waste 1
6.200
Headwatersl
9.800
Tributary I
0.000
* Runoff I
1.040
Segment 1 Reach 2
Waste 1 0.008
Tributary I 0.000
* Runoff I 0.460
I CBOD
I NBOD I
D.Q. I
I mg/l
I mg/l I
mg/l I
160.000
158.500 I
5.000
I 2.000
I 1.000 I
7.440
I 2.000
I 1.000 I
7.440
I 2.000
I 1.000 I
7.440
145.000 ( 90.000 I 0.000
I 2.000 I 1.000 I 7.440
I 2.000 I 1.000 I 7.440
Segment 1 Reach 3
Waste I 0.310 140.000 181.000 ( 5.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440

Segment 1 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 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 5
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
* Runoff flow is in cfs/mile

SUMMER
CLEVE
= 0.2MGD,
NH3-N=181
DO=5
I Seg #
Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I
1
1
0.00
6.49
24.48
23.28
16.00
1
1
0.23
6.11
23.89
22.60
16.24
1
1
0.46
5.78
23.33
21.94
16.48
1
1
0.69
5.50
22.78
21.30
16.72
1
1
0.92
5.27
22.25
20.69
16.96
1
1
1.15
5.08
21.74
20.10
17.20
1
1
1.38
4.93
21.24
19.53
17.44
1
1
1.61
4.80
20.76
18.98
17.67
1
1
1.84
4.70
20.30
18.45
17.91
1
1
2.07
4.63
19.84
17.94
18.15
1
1
2.30
4.57
19.41
17.44
18.39
1
2
2.30
4.57
19.42
17.47
18.40
1
2
3.09
4.46
18.42
16.28
18.76
1
2
3.88
4.46
17.49
15.18
19.13
1
2
4.67
4.53
16.61
14.16
19.49
1
2
5.46
4.65
15.78
13.21
19.85
1
2
6.25
4.79
15.00
12.33
20.22
1
2
7.04
4.94
14.26
11.51
20.58
1
2
7.83
5.10
13.57
10.75
20.94
1
2
8.62
5.26
12.91
10.05
21.31
1
2
9.41
5.42
12.29
9.39
21.67
1
2
10.20
5.57
11.70
8.79
22.03
1
3
10.20
5.56
12.10
9.79
22.34
1
3
10.53
5.57
11.89
9.55
22.43
1
3
10.86
5.59
11.69
9.31
22.51
1
3
11.18
5.61
11.49
9.09
22.60
1
3
11.51
5.63
11.29
8.87
22.68
1
3
11.84
5.66
11.10
8.65
22.77
1
3
12.17
5.69
10.91
8.44
22.86
1
3
12.50
5.72
10.72
8.24
22.94
1
3
12.82
5.76
10.54
8.04
23.03
1
3
13.15
5.80
10.36
7.84
23.11
1
3
13.48
5.83
10.19
7.65
23.20
1
4
13.48
5.83
10.19
7.65
23.20
1
4
13.90
5.61
9.94
7.37
23.31
1
4
14.33
5.42
9.70
7.10
23.42
1
4
14.75
5.25
9.47
6.83
23.53
1
4
15.18
5.12
9.24
6.58
23.64
1
4
15.60
5.01
9.02
6.34
23.75
1
4
16.03
4.92
8.80
6.11
23.86
1
4
16.45
4.85
8.59
5.88
23.97
1
4
16.88
4.80
8.39
5.67
24.08
1
4
17.30
4.76
8.19
5.46
24.19
1
4
17.73
4.74
7.99
5.26
24.30
1
5
17.73
4.74
7.99
5.26
24.30
1
5
17.75
5.00
7.98
5.26
24.31
1
5
17.77
5.24
7.97
5.25
24.31
1
5
17.79
5.46
7.96
5.24
24.32
1
5
17.81
5.66
7.95
5.24
24.32
1
5
17.83
5.85
7.94
5.23
24.33
1
5
17.85
6.03
7.93
5.22
24.33
1
5
17.87
6.19
7.92
5.22
24.34
1
5
17.89
6.33
7.92
5.21
24.34
1
5
17.91
6.47
7.91
5.20
24.35
1
5
17.93
6.60
7.90
5.20
24.35
1
6
17.93
6.60
7.90
5.20
24.35
BOD5=20 MG/L
MG/L

P
1
6
18.01
6.59
7.86
5.17
24.37
1
6
18.09
6.58
7.83
5.14
24.40
. 1
6
18.17
6.57
7.80
5.11
24.42
1
6
18.25
6.57
7.77
5.08
24.44
1
6
18.33
6.56
7.74
5.05
24.46
1
6
18.41
6.56
7.71
5.02
24.48
1
6
18.49
6.55
7.68
4.99
24.50
1
6
18.57
6.55
7.65
4.96
24.52
1
6
18.65
6.54
7.61
4.93
24.54
1
6
18.73
6.54
7.58
4.90
24.56
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I

GLevie dt2
SUMMER
CLEVE=0.25 MGD, BOD5=20
NH3-N=15, DO=5 MG/L
---------- MODEL RESULTS ----------
Discharger : CLEVELAND WWTP
Receiving Stream : THIRD CREEK
----------------------------------------------------------------------
The End D.O. is 6.53 mg/l.
The End CBOD is 7.65 mg/l.
The End NBOD is 4.91 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
---------------------- ----
4.46 3.09 2
----
Reach
1
srPTesvtuz' --� 6 0.0 0
58.50
5.00
4.00000
Reach
2
MHO->45.00
90.00
0.00
0.00500
Reach
3
40.00
67.50
5.00
0.25000
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

*** MODEL SUMMARY DATA ***
Discharger : CLEVELAND WWTP
Receiving Stream : THIRD CREEK
Summer 7Q10 : 15.8
Design Temperature: 25.0
Subbasin : 030706
Stream Class: C
Winter 7Q10 : 27.4
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft.
Idesignl
@20%
Idesignl
@204 Idesignl
Segment
1
I I
1 2.301
I
5.221
0.396
I
1 1.70
I I
1 0.30 1
0.24
I I
1 3.00 1
I
2.691
I
0.44 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 7.901
I
5.221
0.408
I
1 1.82
I I
1 0.30 10.23
I I
1 3.09 I
I
2.771
I
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 3.281
I
4.821
0.416
I
1 1.91
I I
1 0.29 1
0.23
I I
1 2.90 1
I
2.601
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.251
I
2.351
0.343
I
1 2.15
I I
1 0.27 1
0.22
I I
1 1.17 1
I
1.051
I
0.44 1
Reach
--------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.201
I
50.001
0.839
I
1 1.39
I I
1 0.71 1
0.56
I I
155.75 1
I
50.001
I
0.73 1
Reach
--------------------------------------------------------------------------------
5
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.801
I
4.351
0.414
I
1 1.99
I I
1 0.29 1
0.23
I I
1 2.61 1
I
2.341
I
0.44 1
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
1 Flow I
CBOD I
NBOD I
D.O. 1
I cfs 1
mg/1 I
mg/l i
mg/l I
Segment 1
Reach 1
Waste
I 6.200 1
60.000 1
58.500 I
5.000
Headwaters) 9.800 1
2.000 I
1.000 1
7.440
Tributary
1 0.000 1
2.000 1
1.000 1
7.440
* Runoff
I 1.040 1
2.000 1
1.000 I
7.440
Segment 1
Reach 2
Waste
I 0.008
1 45.000
1 90.000 I
0.000
Tributary
1 0.000
1 2.000
1 1.000 I
7.440
* Runoff
1 0.460
1 2.000
1 1.000 1
7.440
Segment 1
Reach 3
Waste
I 0.388
140.000
167.500 I
5.000
Tributary
1 0.000
I 2.000
I 1.000 I
7.440
* Runoff
1 0.260
1 2.000
1 1.000 I
7.440

Segment 1 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 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 5
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
* Runoff flow is in cfs/mile

SUMMER
CLEVE=0.25 MGD, BOD5=20
NH3-N=15, DO=S MG/L
Seg #
I Reach #
I Seg Mi
D.O. I
CBOD I
NBOD I
Flow
1
1
0.00
6.49
24.48
23.28
16.00
1
1
0.23
6.11
23.89
22.60
16.24
1
1
0.46
5.78
23.33
21.94
16.48
1
1
0.69
5.50
22.78
21.30
16.72
1
1
0.92
5.27
22.25
20.69
16.96
1
1
1.15
5.08
21.74
20.10
17.20
1
1
1.38
4.93
21.24
19.53
17.44
1
1
1.61
4.80
20.76
18.98
17.67
1
1
1.84
4.70
20.30
18.45
17.91
1
1
2.07
4.63
19.84
17.94
18.15
1
1
2.30
4.57
19.41
17.44
18.39
1
2
2.30
4.57
19.42
17.47
18.40
1
2
3.09
4.46
18.42
16.28
18.76
1
2
3.88
4.46
17.49
15.18
19.13
1
2
4.67
4.53
16.61
14.16
19.49
1
2
5.46
4.65
15.78
13.21
19.85
1
2
6.25
4.79
15.00
12.33
20.22
1
2
7.04
4.94
14.26
11.51
20.58
1
2
7.83
5.10
13.57
10.75
20.94
1
2
8.62
5.26
12.91
10.05
21.31
1
2
9.41
5.42
12.29
9.39
21.67
1
2
10.20
5.57
11.70
8.79
22.03
1
3
10.20
5.56
12.19
9.80
22.42
1
3
10.53
5.57
11.98
9.56
22.51
1
3
10.86
5.58
11.78
9.33
22.59
1
3
11.18
5.60
11.58
9.10
22.68
1
3
11.51
5.63
11.38
8.88
22.76
1
3
11.84
5.66
11.19
8.66
22.85
1
3
12.17
5.69
11.00
8.45
22.93
1
3
12.50
5.72
10.81
8.25
23.02
1
3
12.82
5.76
10.63
8.05
23.10
1
3
13.15
5.79
10.45
7.86
23.19
1
3
13.48
5.83
10.27
7.67
23.27
1
4
13.48
5.83
10.27
7.67
23.27
1
4
13.90
5.60
10.02
7.38
23.38
1
4
14.33
5.41
9.78
7.11
23.50
1
4
14.75
5.25
9.55
6.85
23.61
1
4
15.18
5.11
9.32
6.60
23.72
1
4
15.60
5.00
9.09
6.36
23.83
1
4
16.03
4.91
8.88
6.12
23.94
1
4
16.45
4.84
8.67
5.90
24.05
1
4
16.88
4.79
8.46
5.68
24.16
1
4
17.30
4.75
8.26
5.48
24.27
1
4
17.73
4.73
8.06
5.28
24.38
1
5
17.73
4.73
8.06
5.28
24.38
1
5
17.75
4.99
8.05
5.27
24.38
1
5
17.77
5.23
8.04
5.26
24.39
1
5
17.79
5.45
8.03
5.26
24.39
1
5
17.81
5.66
8.02
5.25
24.40
1
5
17.83
5.84
8.01
5.24
24.41
1
5
17.85
6.02
8.00
5.24
24.41
1
5
17.87
6.18
8.00
5.23
24.42
1
5
17.89
6.33
7.99
5.23
24.42
1
5
17.91
6.46
7.98
5.22
24.43
1
5
17.93
6.59
7.97
5.21
24.43
1
6
17.93
6.59
7.97
5.21
24.43

1
6
18.01
6.58
7.93
5.18
24.45
1
6
18.09
6.57
7.90
5.15
24.47
1
6
18.17
6.57
7.87
5.12
24.49
1
6
18.25
6.56
7.84
5.09
24.51
1
6
18.33
6.55
7.81
5.06
24.54
1
6
18.41
6.55
7.78
5.03
24.56
1
6
18.49
6.54
7.74
5.00
24.58
1
6
18.57
6.54
7.71
4.97
24.60
1
6
18.65
6.53
7.68
4.94
24.62
1
6
18.73
6.53
7.65
4.91
24.64
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I

�r Cwwb C-'-
SUMMER
CLEVE=0.3 MGD, BOD5=20 MG/L
NH3-N=12, DO=5 MG/L
---------- MODEL RESULTS ----------
Discharger : CLEVELAND WWTP
Receiving Stream : THIRD CREEK
---------------- ------------------------------------------------------
The End D.O. is 6.53 mg/l.
The End CBOD is 7.72 mg/l.
The End NBOD is 4.88 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
---------------------- ----
4.46 3.09 2
----
--
Reach
1
5Tp1ESV1 ub --� 6 0.0 0
58.50
5.00
4.00000
Reach
2
NAP-p45.00
90.00
0.00
0.00500
Reach
3
cL6VUAJgP—.-40.00
54.00
5.00
0.30000
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

*** MODEL SUMMARY DATA ***
Discharger
:
CLEVELAND WWTP
Subbasin
030706
Receiving Stream :
THIRD CREEK
Stream
Class:
C
Summer 7Q10
:
15.8
Winter
7Q10
: 27.4
Design Temperature:
25.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@20;fi
Idesignl
@20% Idesignl
Segment 1
I I
1 2.301
I
5.221
0.396
I
1 1.70
I I
1 0.30 1
0.24
I I
1 3.00 1
I
2.691
I
0.44 1
Reach 1
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
Segment 1
I I
1 7.901
I
5.221
0.408
I
1 1.82
I I
1 0.30 10.23
I I
1 3.09 1
I
2.771
I
0.44 1
Reach 2
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
Segment 1
I I
1 3.281
I
4.821
0.417
I
1 1.92
I I
1 0.29 1
0.23
I I
1 2.91 1
I
2.611
I
0.44 1
Reach 3
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
Segment 1
I I
1 4.251
I
2.351
0.344
I
1 2.15
I I
1 0.27 1
0.22
I I
1 1.17 1
I
1.051
I
0.44 1
Reach 4
--------------------------------------------------------------------------------
I 1
1
1
1 1
1 1
1
1
Segment 1
I I
1 0.201
I
50.001
0.841
I
11.39
I I
10.71 10.56
I I
155.75 1
I
50.001
I
0.73 1
Reach 5
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
Segment 1
I I
1 0.801
I
4.351
0.415
I
1 1.99
I I
1 0.29 1
0.23
I I
1 2.62 1
I
2.351
I
0.44 1
Reach 6
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
I
Flow
I
cfs
Segment 1 Reach 1
Waste 1
6.200
Headwatersl
9.800
Tributary I
0.000
* Runoff I
1.040
Segment 1 Reach 2
Waste I 0.008
Tributary I 0.000
* Runoff I 0.460
Segment 1 Reach 3
Waste 1 0.465
Tributary I 0.000
* Runoff I 0.260
I CBOD
I NBOD I
D.O. I
I mg/l
I mg/l I
mg/l I
160.000
158.500 1
5.000
I 2.000
I 1.000 1
7.440
I 2.000
I 1.000 I
7.440
I 2.000
I 1.000 1
7.440
145.000 190.000 I 0.000
I 2.000 I 1.000 I 7.440
I 2.000 I 1.000 I 7.440
140.000 154.000 1 5.000
I 2.000 I 1.000 I 7.440
I 2.000 I 1.000 I 7.440

Segment 1 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 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 5
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 ( 0.000
* Runoff flow is in cfs/mile

SUMMER
CLEVE=0.3
MGD,
NH3-N=12,
DO=5
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow
1
1
0.00
6.49
24.48
23.28
16.00
1
1
0.23
6.11
23.89
22.60
16.24
1
1
0.46
5.78
23.33
21.94
16.48
1
1
0.69
5.50
22.78
21.30
16.72
1
1
0.92
5.27
22.25
20.69
16.96
1
1
1.15
5.08
21.74
20.10
17.20
1
1
1.38
4.93
21.24
19.53
17.44
1
1
1.61
4.80
20.76
18.98
17.67
1
1
1.84
4.70
20.30
18.45
17.91
1
1
2.07
4.63
19.84
17.94
18.15
1
1
2.30
4.57
19.41
17.44
18.39
1
2
2.30
4.57
19.42
17.47
18.40
1
2
3.09
4.46
18.42
16.28
18.76
1
2
3.88
4.46
17.49
15.18
19.13
1
2
4.67
4.53
16.61
14.16
19.49
1
2
5.46
4.65
15.78
13.21
19.85
1
2
6.25
4.79
15.00
12.33
20.22
1
2
7.04
4.94
14.26
11.51
20.58
1
2
7.83
5.10
13.57
10.75
20.94
1
2
8.62
5.26
12.91
10.05
21.31
1
2
9.41
5.42
12.29
9.39
21.67
1
2
10.20
5.57
11.70
8.79
22.03
1
3
10.20
5.56
12.29
9.72
22.50
1
3
10.53
5.57
12.08
9.48
22.58
1
3
10.86
5.58
11.87
9.25
22.67
1
3
11.18
5.60
11.67
9.03
22.75
1
3
11.51
5.63
11.47
8.81
22.84
1
3
11.84
5.66
11.28
8.60
22.93
1
3
12.17
5.69
11.09
8.39
23.01
1
3
12.50
5.72
10.90
8.19
23.10
1
3
12.82
5.76
10.71
7.99
23.18
1
3
13.15
5.80
10.53
7.80
23.27
1
3
13.48
5.83
10.36
7.61
23.35
1
4
13.48
5.83
10.36
7.61
23.35
1
4
13.90
5.61
10.11
7.33
23.46
1
4
14.33
5.42
9.86
7.06
23.57
1
4
14.75
5.25
9.63
6.80
23.68
1
4
15.18
5.12
9.40
6.55
23.79
1
4
15.60
5.01
9.17
6.31
23.90
1
4
16.03
4.92
8.95
6.08
24.01
1
4
16.45
4.85
8.74
5.86
24.13
1
4
16.88
4.80
8.53
5.65
24.24
1
4
17.30
4.76
8.33
5.44
24.35
1
4
17.73
4.73
8.13
5.24
24.46
1
5
17.73
4.73
8.13
5.24
24.46
1
5
17.75
4.99
8.12
5.24
24.46
1
5
17.77
5.23
8.11
5.23
24.47
1
5
17.79
5.45
8.10
5.22
24.47
1
5
17.81
5.66
8.09
5.22
24.48
1
5
17.83
5.85
8.08
5.21
24.48
1
5
17.85
6.02
8.07
5.20
24.49
1
5
17.87
6.18
8.06
5.20
24.49
1
5
17.89
6.33
8.06
5.19
24.50
1
5
17.91
6.46
8.05
5.18
24.50
1
5
17.93
6.59
8.04
5.18
24.51
1
6
17.93
6.59
8.04
5.18
24.51
BOD5=20 MG/L
MG/L

s_
1
6
18.01
6.58
8.00
5.15
24.53
1
6
18.09
6.57
7.97
5.12
24.55
' 1
6
18.17
6.57
7.94
5.09
24.57
1
6
18.25
6.56
7.91
5.06
24.59
1
6
18.33
6.55
7.88
5.03
24.61
1
6
18.41
6.55
7.84
5.00
24.63
1
6
18.49
6.54
7.81
4.97
24.65
1
6
18.57
6.54
7.78
4.94
24.67
1
6
18.65
6.53
7.75
4.91
24.70
1
6
18.73
6.53
7.72
4.88
24.72
I Seg #
I Reach # I
Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I

SNvw5 DJT 2ACT1oN "W/S—,ATESV1L L.6
SUMMER
CLEVE = 0.09MGD, BOD5=30 MG/L
NH3-N=20 MG/L
---------- MODEL RESULTS ----------
Discharger CLEVELAND WWTP
Receiving Stream THIRD CREEK
----------------------------------------------------------------------
The End D.O. is 6.59 mg/l.
The End CBOD is 7.45 mg/l.
The End NBOD is 4.64 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
---------------------- ----
4.46 3.09 2
----
Reach
1
5TAT"' ♦60.00
58.50
5.00
4.00000
Reach
2
M"P —' 45.00
90.00
0.00
0.00500
Reach
3
cLeVfl'RND `°'45. 00
90.00
0.00
0.09000
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

*** MODEL SUMMARY DATA ***
Discharger : CLEVELAND WWTP Subbasin : 030706
Receiving Stream : THIRD CREEK Stream Class: C
Summer 7Q10 : 15.8 Winter 7Q10 : 27.4
Design Temperature: 25.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@20%
Idesignl
@20% Idesignl
Segment
1
I I
I 2.301
I
5.221
0.396
I
11.70
I I
1 0.30 10.24
I I
1 3.00 I
I
2.691
I
0.44 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 7.901
I
5.221
0.408
I
1 1.82
I I
10.30 10.23
I I
1 3.09 1
I
2.771
I
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
I 3.281
I
4.821
0.412
I
1 1.91
I I
1 0.29 1
0.23
I I
1 2.88 1
I
2.581
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.251
I
2.351
0.340
I
1 2.15
I I
1 0.27 1
0.22
I I
1 1.16 1
I
1.041
I
0.44 1
Reach
--------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.201
I
50.001
0.833
I
1 1.39
I I
1 0.70 10.56
I I
155.75 1
I
50.001
I
0.73 1
Reach
--------------------------------------------------------------------------------
5
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.801
I
4.351
0.411
I
1 1.98
I I
1 0.29 1
0.23
I I
1 2.59 I
I
2.321
I
0.44 I
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
I
Flow
I
cfs
Segment 1 Reach 1
Waste 1
6.200
Headwatersl
9.800
Tributary I
0.000
* Runoff 1
1.040
Segment 1 Reach 2
Waste I 0.008
Tributary I 0.000
* Runoff I 0.460
I CBOD
I NBOD I
D.O. I
I mg/1
I mg/1 I
mg/1
160.000
158.500 I
5.000
I 2.000
I 1.000 I
7.440
I 2.000
I 1.000 I
7.440
I 2.000
1 1.000 1
7.440
145.000 190.000
I
0.000
I 2.000 I
1.000 I
7.440
i 2.000 I
1.000 I
7.440
Segment 1 Reach 3
Waste 1 0.139 145.000 190.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.260 ! 2.000 I 1.000 I 7.440
j

Segment 1 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 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 5
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
* Runoff flow is in cfs/mile
t

Seg # I Reach #
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
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
6
Seg Mi
0.00
0.23
0.46
0.69
0.92
1.15
1.38
1.61
1.84
2.07
2.30
2.30
3.09
3.88
4.67
5.46
6.25
7.04
7.83
8.62
9.41
10.20
10.20
10.53
10.86
11.18
11.51
11.84
12.17
12.50
12.82
13.15
13.48
13.48
13.90
14.33
14.75
15.18
15.60
16.03
16.45
16.88
17.30
17.73
17.73
17.75
17.77
17.79
17.81
17.83
17.85
17.87
17.89
17.91
17.93
17.93
D.O.
6.49
6.11
5.78
5.50
5.27
5.08
4.93
4.80
4.70
4.63
4.57
4.57
4.46
4.46
4.53
4.65
4.79
4.94
5.10
5.26
5.42
5.57
5.53
5.56
5.58
5.61
5.65
5.68
5.72
5.76
5.80
5.84
5.88
5.88
5.66
5.48
5.32
5.20
5.09
5.00
4.94
4.89
4.85
4.83
4.83
5.09
5.32
5.54
5.74
5.92
6.09
6.25
6.39
6.53
6.65
6.65
CBOD
24.48
23.89
23.33
22.78
22.25
21.74
21.24
20.76
20.30
19.84
19.41
19.42
18.42
17.49
16.61
15.78
15.00
14.26
13.57
12.91
12.29
11.70
11.91
11.71
11.51
11.31
11.11
10.92
10.74
10.55
10.37
10.20
10.02
10.02
9.78
9.54
9.31
9.09
8.87
8.65
8.45
8.24
8.05
7.85
7.85
7.85
7.84
7.83
7.82
7.81
7.80
7.79
7.78
7.77
7.76
7.76
SUMMER
CLEVE _
NH3-N=20
NBOD I
23.28
22.60
21.94
21.30
20.69
20.10
19.53
18.98
18.45
17.94
17.44
17.47
16.28
15.18
14.16
13.21
12.33
11.51
10.75
10.05
9.39
8.79
9.30
9.07
8.85
8.63
8.42
8.21
8.01
7.82
7.62
7.44
7.26
7.26
6.99
6.73
6.48
6.24
6.01
5.79
5.58
5.37
5.17
4.98
4.98
4.98
4.97
4.97
4.96
4.95
4.95
4.94
4.93
4.93
4.92
4.92
0.09MGD,
MG/L
Flow I
16.00
16.24
16.48
16.72
16.96
17.20
17.44
17.67
17.91
18.15
18.39
18.40
18.76
19.13
19.49
19.85
20.22
20.58
20.94
21.31
21.67
22.03
22.17
22.26
22.34
22.43
22.51
22.60
22.68
22.77
22.86
22.94
23.03
23.03
23.14
23.25
23.36
23.47
23.58
23.69
23.80
23.91
24.02
24.13
24.13
24.14
24.14
24.15
24.15
24.16
24.16
24.17
24.17
24.18
24.18
24.18
BOD5=30 MG/L

•
1
6
18.01
6.64
7.73
4.89
24.20
1
6
18.09
6.63
7.70
4.86
24.22
1
6
18.17
6.63
7.67
4.84
24.25
1
6
18.25
6.62
7.64
4.81
24.27
1
6
18.33
6.61
7.61
4.78
24.29
1
6
18.41
6.61
7.57
4.75
24.31
1
6
18.49
6.60
7.54
4.72
24.33
1
6
18.57
6.60
7.51
4.69
24.35
1
6
18.65
6.59
7.48
4.67
24.37
1
6
18.73
6.59
7.45
4.64
24.39
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I

SUMMER
CLEVE = 0.0 MGD
---------- MODEL RESULTS ----------
Discharger : CLEVELAND WWTP
Receiving Stream THIRD CREEK
----------------------------------------------------------------------
The End D.O. is 6.64 mg/l.
The End CBOD is 7.31 mg/l.
The End NBOD is 4.37 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
4.46 3.09 2
Reach
1
9TAIV6,V1cte-+"60.00
58.50
5.00
4.00000
Reach
2
MHP 45.00
90.00
0.00
0.00500
Reach
3
(� CL,&vu.WD) 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

*** MODEL SUMMARY DATA ***
Discharger : CLEVELAND WWTP Subbasin : 030706
Receiving Stream : THIRD CREEK Stream Class: C
Summer 7Q10 : 15.8 Winter 7Q10 : 27.4
Design Temperature: 25.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/miI
fps
I ft.
Idesignl
@2014
Idesignl
@20% Idesignl
Segment
1
I I
1 2.301
I
5.221
0.396
I
1 1.70
I I
1 0.30 1
0.24
I I
1 3.00 1
I
2.691
I
0.44 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 7.901
I
5.221
0.408
I
1 1.82
I I
1 0.30 1
0.23
I I
1 3.09 1
I
2.771
I
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 3.281
I
4.821
0.410
I
1 1.91
I I
1 0.29 1
0.23
I I
1 2.87 1
I
2.571
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 4.251
I
2.351
0.339
I
1 2.15
I I
1 0.27 1
0.22
I I
1 1.15 1
I
1.031
I
0.44 1
Reach
--------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.201
I
50.001
0.829
I
1 1.39
I I
1 0.70 1
0.56
I I
155.75 150.001
I
I
0.73 I
Reach
--------------------------------------------------------------------------------
5
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.801
I
4.351
0.409
I
1 1.98
I I
1 0.29 1
0.23
I I
1 2.58 1
I
2.311
I
0.44 1
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
I
Flow
1
cfs
Segment 1 Reach 1
Waste I
6.200
Headwatersl
9.800
Tributary 1
0.000
* Runoff 1
1.040
Segment 1 Reach 2
Waste I 0.008
Tributary I 0.000
* Runoff 1 0.460
I CBOD
1 NBOD I
D.O. I
I mg/1
I mg/l I
mg/l I
1 60.000
1 58.500 I
5.000
I 2.000
1 1.000 I
7.440
I 2.000
1 1.000 I
7.440
I 2.000
I 1.000 I
7.440
1 45.000 190.000 1 0.000
I 2.000 I 1.000 I 7.440
I 2.000 I 1.000 I 7.440
Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.260 1 2.000 1 1.000 1 7.440

Segment 1 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 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 5
Waste I 0.000 I 0.000 I 0.000 ( 0.000
Tributary I 0.000 I 2.000 I 1.000 I 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 ( 0.000
Tributary I 0.000 I 2.000 I 1.000 i 0.000
* Runoff I 0.260 I 2.000 I 1.000 I 0.000
* Runoff flow is in cfs/mile

SUMMER
CLEVE = 0.0 MGD
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD
Flow
1
1
0.00
6.49
24.48
23.28
16.00
1
1
0.23
6.11
23.89
22.60
16.24
1
1
0.46
5.78
23.33
21.94
16.48
1
1
0.69
5.50
22.78
21.30
16.72
1
1
0.92
5.27
22.25
20.69
16.96
1
1
1.15
5.08
21.74
20.10
17.20
1
1
1.38
4.93
21.24
19.53
17.44
1
1
1.61
4.80
20.76
18.98
17.67
1
1
1.84
4.70
20.30
18.45
17.91
1
1
2.07
4.63
19.84
17.94
18.15
1
1
2.30
4.57
19.41
17.44
18.39
1
2
2.30
4.57
19.42
17.47
18.40
1
2
3.09
4.46
18.42
16.28
18.76
1
2
3.88
4.46
17.49
15.18
19.13
1
2
4.67
4.53
16.61
14.16
19.49
1
2
5.46
4.65
15.78
13.21
19.85
1
2
6.25
4.79
15.00
12.33
20.22
1
2
7.04
4.94
14.26
11.51
20.58
1
2
7.83
5.10
13.57
10.75
20.94
1
2
8.62
5.26
12.91
10.05
21.31
1
2
9.41
5.42
12.29
9.39
21.67
1
2
10.20
5.57
11.70
8.79
22.03
1
3
10.20
5.57
11.70
8.79
22.03
1
3
10.53
5.60
11.50
8.57
22.12
1
3
10.86
5.63
11.30
8.36
22.20
1
3
11.18
5.67
11.11
8.15
22.29
1
3
11.51
5.70
10.92
7.95
22.37
1
3
11.84
5.74
10.73
7.76
22.46
1
3
12.17
5.78
10.54
7.57
22.55
1
3
12.50
5.82
10.36
7.38
22.63
1
3
12.82
5.86
10.19
7.20
22.72
1
3
13.15
5.91
10.01
7.02
22.80
1
3
13.48
5.95
9.84
6.85
22.89
1
4
13.48
5.95
9.84
6.85
22.89
1
4
13.90
5.74
9.60
6.60
23.00
1
4
14.33
5.56
9.37
6.35
23.11
1
4
14.75
5.41
9.14
6.12
23.22
1
4
15.18
5.29
8.92
5.89
23.33
1
4
15.60
5.19
8.70
5.67
23.44
1
4
16.03
5.11
8.49
5.46
23.55
1
4
16.45
5.04
8.29
5.26
23.66
1
4
16.88
5.00
8.09
5.07
23.77
1
4
17.30
4.96
7.89
4.88
23.88
1
4
17.73
4.94
7.70
4.70
23.99
1
5
17.73
4.94
7.70
4.70
23.99
1
5
17.75
5.19
7.70
4.69
24.00
1
5
17.77
5.42
7.69
4.69
24.00
1
5
17.79
5.63
7.68
4.68
24.01
1
5
17.81
5.82
7.67
4.68
24.01
1
5
17.83
6.00
7.66
4.67
24.02
1
5
17.85
6.17
7.65
4.66
24.02
1
5
17.87
6.32
7.64
4.66
24.03
1
5
17.89
6.46
7.63
4.65
24.03
1
5
17.91
6.59
7.62
4.65
24.04
1
5
17.93
6.71
7.61
4.64
24.04
1
6
17.93
6.71
7.61
4.64
24.04

1
6
18.01
- 1
6
18.09
` 1
6
18.17
1
6
18.25
1
6
18.33
1
6
18.41
1
6
18.49
1
6
18.57
1
6
18.65
1
6
18.73
I Seg #
I Reach #
I Seg Mi I
6.70
7.58
4.61
24.06
6.69
7.55
4.59
24.09
6.68
7.52
4.56
24.11
6.68
7.49
4.53
24.13
6.67
7.46
4.51
24.15
6.66
7.43
4.48
24.17
6.66
7.40
4.45
24.19
6.65
7.37
4.43
24.21
6.65
7.34
4.40
24.23
6.64
7.31
4.37
24.25
D.O. I
CBOD I
NBOD I
Flow I

1
26'
271
21
29
301
{37
STORET RETRIEVAL DATE 90/10/13 PG =RET p,
Q39345UO 02120521 j` �'� 52- � G -70
35 46 03.0 080 37 34.0 1
THIRD CK AT SR 1970 NR MOOD LEAF NC
37159 NORTH CA ROLI NA ROWAN' - - - -
SOUTHEAST 030706
YADKIN /TYPA/AMBNT/STREAM
21NCOIWQ 850125 HQ 03040102927 0003.160 OFF
0001 FEET DEPTH
PAGE: 1
SMK
00310
00010
00300
00340
31616
00530
00665
00610
00625
00011
DATE
TIME
OR
BOO
WATER
DO
COO
FEC COLI
RESIDUE
PHCS-TOT
NH3+NH4-
TOT KJEL
WATER
FROM
OF
DEPTH
5 DAY
TEMP
HI LEVEL
MFM-FCBR
TOT NFLT
N TOTAL
N
TEMP
TO
DAY
MEDIUM
(FT)
MG' L
CENT
MG/L
MG/L
/100ML
MG/L
MG/L P
MG/L
MG/L
FAHN
85/01/21
1245
WATER
0
.7
.0
12.4
70
9
v060
.040
a200
85/02/14
1405
WATER
0
290
4*0
13.0
1100
120
.2.30
.070
.700
85/03/07
1335
WATER
0
1.1
9.0
1200
120
31
.110
*040
0200
65✓04/22
1335
WATER
0
1.-t
1900
1000
490
40
9130
.040
.300
85/05/15
1400
WATER
0
.9
21 *0
8.2
4800
45
.190
.080
.300
85/06/17
.1320
WATER
0
1.2
21*0
8*0
1300
43
a140
.050
.300
85/U7/11
1320
WATER
0
3.8
2200
7.5
25000
460
9550
0020
1.000
85/08/29
1350
WATER
0.327 999
1.8
22.0
8.2
4600
150
.280
.090
.500
85/09/24
1310
WATER
0*327999
1.5
1990
3.2
500
17
•120
9380
.200
85/10/24
1.315
WATER
3 *327999
101
17.0
800
380
13
.110
eO40
.400
85/11/18
1310
WATER
0.327999
.8
1400
10.2
360
15
.100
.�060
.300
85/12/12
1255
WATER
J.327999
1.0
1i.0
1005
3700
38
1,10.0
ID090
02.00
86/01/23
1250
WATER
0.327999
.7
7.0
11.4
90
22
.130
.030
o200
8 6/02/17
1335
WATER
.4
6*0
12.2
120
15
0080
.030
.300
86/03/18
1.300
WATER
0.327999
.8
1100
10.4
500
46
.030
.200
86/04/ 11+
1300
WATER
0*327999
14.0
1000
850
.130
0010
.200
8b/05/27
1350
WATE"R
0.327499
1*6
19*0
7a8
2000
53
0200
*140
.400
86/06/1.1
142D
WATER
3.327999
i.0
24*0
7a5
�.
600
25
.180
.090
.300
86/07/17
1415
WATER
0.327999
1.0
27.0
;
210
18
.320
.100
.400
86/08/12
1535
WATER
4.327999
9.0
22.0
$.M3
�
11000
2100
2a200
•170
4.400
86/09/09
1450
'WATER
0.327999
.3
1940
400
19
.160
.020
.400
86/10/07
15 O
WATER
0.3 27999
1.0
18 *0
8.7
220
10
.160
.0 30
.2 q0
86/11/06
14GO
WATER
0*327999
1600
8.6
12
87/02/25
1500
WATER
Oo327999
Boo
11.3
39
87/05/21
1430
WATER
0..327999
19.0
7.6
49
87/08/20
1535
WATER
0*327999
24.0
Tau
i8
87/1.1/18
1550
WATER
0*327999
i490
9.8
21
88/02/10
1525
WATER
G.327999
4*0
12.b
15
$6/05/12
1451
WATER
0,327999
14.0
9s5
43
88/08/22
1430
WATER
0.327999
21*0
693
36
88/11/14
1455
WATER
0.327999
11.0
708
1
89/02/20
1430
WATER
U.327999
5.0
11*0
40
89/05/22
1540
WATER
0.327999
18.0
7.9
160
89/06/22
1.520
WATER
0*327999
24.0
7.1
34
89/11/13
1000
WATER
0.327999
11.0
9.5
8
9U/02/07
1505
WATER
0.327999
11,c9
10.1
53
90/U5/14
160U
WATER
0.327999
1900
7.8
60
z7

Aiuotei\f-r Srrviot\j ".
A-r 5r- 1970

STORET RETRIEVAL DATE 90/10/18 PG"i=RET
Q39.34500 02120521
35 46 03.0 080 37 34.0 1
THIRD CK AT SR 1970 NR WOOD LEAF NC
37159 NORTH CAROLINA ROWAN
SOUTHEAST 030706
YADKIN
21Nr-OIW Q 850126 HQ 03040.102027 0003,160 OFF
000.1 FEET DEPTH
SMK
00094
,DATE
TIME
OR
CNDUCTVY
FROM
OF
DEPTH
FIELD
TO
DAY
MEDIUM (FT)
MICROMH3
85/01/21
1245
WATER
0
91
85/02/14
14U5
WATER
0
8.2
85/03/07
1335
WATER
0
89
85/04/22
1335
WATER
0
113
85/05/15
14.00
WATER
C
73
85/06/17
1320
WATER
0
115
E2'
2,
85/07/11
1320
WATER
0
96
231
85/08/29
1350
WATER
0*327999
110
24
85/09/24
1310
WATER
0*327999
141
22-
85/10/24
1315
WATER
3.327999
135
26I
85/11/18
1310
WATER
0.327999
83
27
65/12/12
1255
WATER
0*327999
93
28
86/01/23
1250
WATER
0.327999
51
29�
86/U2/17
1335
WATER
87.
30.
86/03/18
1300
WATER
09327999
85
31
86/04/14
1300
WIATfER
0*327999
33
80/05/27
135U
WATER
0.327999
113
86/06/11
1*20
WATER
09321999
154
86/U7/17
1415
WATER
0.327999
162
86/08/12
1535
WATER
0*327999
69
86/09/09
1450
WATER
0*327999
108
86/10/0'1
1500
WATER
0.327999
151
86/11/06
1400
WATER
3.327999
133
67/02/25
15CO
WATER
0*327999
79
87/05/21
1430
WATER
0.327999
100
87/08/20
1535
WATER
0*327999
145
87/11/18
1550
WATER
0.327999
109
83/02/10
1525
WATER
J.327999
96
86/05/12
1451
WATER.
3*327999
106
88/08/22
1430
WATER
0.327499
80
86/11/14
1455
WATER
0.327999
112
47f
,
89/02/2U
143U
WATER
0,327999
109
ae
89/05/22
1540
WATER
0.327999
97
89/08/22
1520
WATER
0.327999
115
69/11/13
1000
WATER
0*327999
99
90/OZ/47
1505
WATER
0.32.7999
90
90/U5/14
1600
WATER
0.327999
83
/TYPA/AMBNT/STREAM
PACE: 2