NC0025984_Wasteload Allocation_19900330

r -
NPDES WASTE LOAD ALLOCATION
Modeler Date Rec. #
PERMIT NO.: NC00 Z S?yY Intl 2/s 9� S
FACILITY NAMET t Fi✓zi"t G t''wT;0 Drainage Area(mil ) /b Avg. Streamflow (cfs): 133-
Facility Status: Exi f'N 7QI0 (cfs) 47 Winter 7Q10 (cfs) 70 30Q2 (cfs) to z-
Pertnit Status: if /ZEo m+ Toxicity Limits: IWC % Acute/Chronic
Major Minor Instream Monitoring:
Pipe No.: 001 Parameters
Design Capacity: 4 ZS M60 Upstream Location
Domestic (% of Flow): 6.21 Downstream Location
Industrial (% of Flow): Effluent
Comments: Characteristics (R Lw= �.2 SMt� 9,- 1. 2 rMFp
CvVY MON 1�V,
RECEIVING STREAM: Su*^+1 �•+•� I�ru�
Class: W S-L
Sub-Basin: - 03 OX6 7-
Reference USGS Quad: I1 SF (please attach)
County:
Regional Office:
Requested by: Date:
Prepared by: Date: 3/z� o
Reviewed Datc: ag 9 U
Comments: u". -Kc AO)C 'V -

s«s
Request No. :REOPENER
------------------- WASTELOAD ALLOCATION APPROVAL FORM ----f---- -- --
Facility Name: TOWN OF FOREST CITY WWTP
NPDES No. : NC0025984
Type of Waste: 62% DOMESTIC / 38% INDUSTRIAL
Status: EXISTING
Receiving Stream: SECOND BROAD RIVER
Classification: WSIII
Subbasin: 030802 Drainage area: 168 .00 sq mi
County: RUTHERFORD Summer 7Q10 : 47 .00 cfs
Regional Office: ARO Winter 7Q10 : 70 . 00 cfs
Requestor: REOPENER Average flow: 235. 00 cfs
Date of Request: 30Q2 : 102 . 00 cfs
Quad: F11SE
-------------------- EFFLUENT LIMITS & MONITORING --------------------------
AFTER
EXISTING EXPANSION
Wasteflow (mgd) : 2 .25 4 .25 F;LIVED
Mercury (ug/1) : monitor monitor
Chromium (ug/1) : monitor monitor MAR 21 1990
Silver (ug/1) : monitor monitor
k F1,INEER!NG
Toxicity Testing Req. : 01�- GCttlMITS
---------------------------- MONITORING -------------------------------------
Upstream (YIN) : Y Location:
Downstream (YIN) : Y Location:
----------------------------- COMMENTS --------------------------------------
REOPENING THE NPDES PERMIT TO REFLECT THE ABOVE EFFLUENT LIMITS AND MONITOR-
ING CHANGES IS RECOMMENDED BASED ON NEW OR REVISED PRETREATMENT HEADWORKS
INFORMATION. (SEE ATTACHED MEMO. )
Recommended by: PLC Date: 2 z�
Reviewed by �; //
Instream Assessment : G� Date: d a
Regional Sup or: Date: `b h,6
Permits & Engi eering: Date:
RETURN TO TECHNICAL SERVICES BY: MAR 31 1990

DIVISION OF ENVIRONMENTAL MANAGEMENT
February 28, 1990
MEMORANDUM
TO: WLA File
FROM: Jackie Nowell�a
SUBJECT: Reopening permit for Town of Forest City WWTP
NPDES Permit No. NC0025984
Rutherford County
The Technical Support Branch has recently evaluated newly sub-
mitted pretreatment headworks information for the subject facility.
This information on these 307 (a) priority pollutants was either not
available when Forest City' s NPDES permit was last renewed or the
POTW' s effluent composition has changed substantially since permit
issuance. After review of this data, it has been determined that
the NPDES permit should be reopened, pursuant to Part III Condition
E of the subject permit, for the addition of effluent limits and/or
monitoring requirements for the parameters indicated on the attached
approval form. Existing permit limits and/or monitoring require-
ments not detailed in the attached approval form should remain
unchanged.

a
DIVISION OF ENVIRONMENTAL MANAGEMENT
February 2 , 1990
MEMORANDUM
To : Trevor Clements
From : Nile Testerman
Subject : Pretreatment Information Request Form (PIRF)
Town of Forest City
NCO025984
Attached is an updated PIRF based on the Town of Forest City's
latest headworks analysis received by the Division on
Januarys, 1990 . If you have any questions , please call me at
extension 525 or come by my office .

NPDFS PRMWATMFNf INFORMATICN RDQUEST FaN
;FACILITY NAME: Lo t>(rr/ Ce74i NPDFS No. Nmo 07
i — —
iR OUESTER: DATE: RFI;ION:
PER-= CONDITIONS NVERING PRFMTATHFNf
iThis facility has no SIUs and should not have pretreatment language. ;
_ This facility should and/or is developing a pretreatment program. ;
Please include the following conditions:
Program Development ;
Phase I due
Phase II due
Additional Conditions
(attached) ;
This facility is currently implementing a pretreatment program. ;
Please include the following conditions:
X Program Implementation ;
Additional Conditions ;
(attached) ;
SIC-NIFICANT INDUSTRJAL USERS' (SIUs) CONPRIAVPIONS
SIU FIAW - TCyI'AL: � �y _ K'Z
2 ,
- .COMPOSITION: =ILE: a 3 J ICD ;
,
METAL FINISHING: Off 3 MGD i
07HM: ( ��1 QK1crs�,r '�� MGD ;
KM ,
i MG)
,
HFADI90RKS REVIEW pro a�Fr°rl
i PARAMETER i Ss ToPou r H -DAII'Y WAD IN Y -
;ALLOMLE DOMESTIC P n ruA� %RFrtok/AL l ;
Cd by_ 0� n. 13 '0 Rwc
Cr �c �� o ' 1. /2Cu 0, 1 � ;
a.as2 .00 8
Ni ;l O e.a'f 0, 019
Pb —2�1a
zn6.3ss R.bS 3�
CN a• � 1 e. r1 _57
Phenol d 14 .1S 3.
Other - OJ 0.22 �
i
i / L
REL IVED: _/—/— REVIEWED BY: /�/ IP �CSJ� . ✓� REUJRNED: / / ;

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10X I C S REV I EW {',}/ I // �/ ( 02/08/90
----------------------- /{}'V/'/c l ✓/y ver 3.0
Facility: TOWN OF FOREST CITY �-
NPDES Permit No.: MC0025984
Statue (E, P, or M): E
Permitted Flow: 2.25 mgd
Actual Average Flow: 1.99 mqd
Subbasin: '030802
Receiving Stream: SECOND BROAD RIVER
Stream Classification: WS-III
7010: 47.00 cfa
INC: 6.9 t
---------- P R E T R E A T M E N T D A T A EFFLUENT DATA �-
1 ACTUAL ACTUAL PERMITTED I I
1 or Ind. a Ind. a l ACTUAL
1 Default ACTUAL Domestic PERMITTED Domestic I Maximum I
Standard Acute I Removal Allowable Domestic Industrial Total Industrial Total I Daily I
Pollutant AL Criteria I Eff. Load Load Load Load Load Load I Value I
(ug/1) lug/1) I t (#/d) (#/d) (#/d) (#/d) (#/d) (#/d) I (ug/1) I
--------- -- ------ ---------I --------- --------- --------- --------- -------- ------- -------- I --------- --------- I
Cadmium S 2.0 1.79 I 92% 6.75 0.02 0.14 0.16 0.13 0.150 I 19.00 I
Chromium S 50.0 984 I 761 56.25 0.02 0.14 0.16 1.12 1.140 I I
Copper AL 7.0 9.2 1 82t 10.50 0.10 2.00 2.10 2.25 2.350 1 297.00 I
Nickel S 25.0 789 1 32% 9.93 0.04 0.28 0.32 0.27 0.310 I 125.00 I
Lead S 25.0 34 1 Bit 35.53 0.03 0.40 0.43 3.66 3.690 I I
Zinc AL 50.0 65 I 77% 58.70 0.90 2.65 3.55 6.38 7.280 I 400.00
Cyanide S 5.0 22.0 I 59% 3.29 0.01 0.57 0.58 0.11 0.120
Mercury S 0.012 2.4 I 86% 0.02 0.00 0.01 0.01 0.00 0.001 1 I
Silver AL 0.060 1.2 1 94% 0.27 0.02 0.14 0.16 0.22 0.240 I I
Selenium S 5.0 20 1 80% 6.75 I I
Arsenic S 50.0 360 1 80% 67.50 I I
Phenols S 1.0 1020 1 99% 27.00 0.09 3.31 3.40 0.090 I 39.00 I
---------..----------- A N A L Y S I S R E S U L T S ......e...............e.........e.........
I I Monitor / Limit / Special Condition- I
I Allowable Allowablel Predicted Predicted I I
I Effluent Effluent I on ACTUAL on PERMIT.1 Actual Actual I INSTREAM MONITORING I
Bkq Conc. Conc. I Influent Influent I ACTUAL PERMITTED Daily Max. Wk. Avg. I Based on Based on I
Pollutant Conc. I CHRONIC ACUTE I Data Data Influent Influent Effluent Effluent I Actual Actual I
(ug/1) I (ug/l) (ug/1) I (uq/1) (uq/1) I Loading Loading Data Data I Daily Max. Wk. Avg. I
--------- -- ------ I -------- -------- I -------- -------- I -------- -------- --------- --------- I -------- -------- 1
Cadmium S I 28.953 25.913 1 0.769 0.721 I Monitor Monitor Limit I 1
Chromium S I 723.835 14249.708 1 2.308 16.442 1 Monitor I I
Copper AL I 101.337 133.475 1 22.716 25.421 1 Monitor Monitor Special I Monitor I
Nickel S 1 361.918 11422.118 1 13.077 12.668 I Monitor Monitor Limit I I
Lead S I 361.918 469.023 1 4.910 42.134 1 Monitor Limit I I
Zinc AL I 723.835 941.565 1 49.069 100.625 1 Monitor Monitor Monitor I I
Cyanide S 72.384 318.487 14.291 2.957 1 Limit Monitor I I
Mercury S I 0.174 34.744 I 0.067 0.008 1 Limit Monitor I I
Silver AL I 0.869 17.806 1 0.577 0.865 I Monitor Monitor I I
Selenium S I 72.384 209.534 I 0.000 0.000 I I I
Arsenic S 723.835 5211.613 I 0.000 0.000 1 1 I
-IE Phenols S I 14.477 14766.237 1 2.043 0.054 1 Monitor Limit I Monitor I

�I
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TOWN OF FOREST CITY WWTP @ 2.25 MGD
CHLORINE ANALYSIS
7Q10: 47. 0000 cfs
CL2 Effl. Conc: 0.4580 mg/l (HIGHEST MO. AVG. )
AL (17/19 ug/1) : 17. 0000 ug/l
Upstream CL2 Conc. : 0 . 0000 ug/l
Design Flow: 2.2500 MGD
Predicted CL2 Downstream: 31 . 6370 ug/l
0 .031637 mg/1
CL2 Limit: 246.1039 ug/l
0 .246103 mg/l
L

TOWN OF FOREST CITY WWTP @ 4 .25 MGD
CHLORINE ANALYSIS
7Q10: 47. 0000 cfs
CL2 Effl . Conc: 0.4580 mg/l (HIGHEST MO. AVG. )
AL (17/19 ug/1) : 17. 0000 ug/l
Upstream CL2 Conc. : 0. 0000 ug/l
Design Flow: 4 .2500 MGD
Predicted CL2 Downstream: 56.3018 ug/l
0. 056301 mg/l
CL2 Limit: 138.2903 ug/l
0. 138290 mg/l

7N
V•
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T O X I C S R E V I E W 02/07/90
------------------------ ver 3.0
Facility: TOWN OF FOREST CITY
NPDES Permit No.: NC0025984
Status (E, P, or M): E
Permitted Flow: 2.25 mgd
Actual Average Flow: 1.99 mgd
Subbasln: '030802
Receiving Stream: SECOND BROAD RIVER
Stream Classification: WS-III
7030: 47.00 efc
IWC: 6.9 4
------------------- P R E T R E A T M E N T D A T A - ----- ----- ---- EFFLUENT DATA
I ACTUAL ACTUAL PERMITTED I
1 or Ind. + Ind. + I ACTUAL I
I Default ACTUAL Domestic PERMITTED Domestic I Maximum I
Standard Acute I Removal Allowable Domestic Industrial Total Industrial Total I Daily I
Pollutant AL Criteria I Eff. Load Load Load Load Load Load Value I
(ug/1) (ug/1) I 4 (4/d) (4/d) (4/d) (4/d) (4/d) (4/d) I (ug/1) I
--------- -- ------ ---------1 --------- --------- -------- -------- -------- ------- -------- I --------- --------- I__//
Cadmium S 2.0 1.79 I 92% 6.75 0.02 0.14 0.16 0.13 0.150 I 19.00 I,y'Q
Chromium S 50.0 984 1 76% 56.25 0.02 0.14 0.16 1.12 1.140 I 1
Copper AL 7.0 9.2 1 82% 10.50 0.10 2.00 2.10 2.25 2.350 I 297.00 1 2/S
Nickel S 25.0 789 1 324 9.93 0.04 0.28 0.32 0.27 0.310 1 125.00 1 0/9
Lead S 25.0 34 1 sit 35.53 0.03 0.40 0.43 3.66 3.690 I 1
zinc AL 50.0 65 1 77% 58.70 0.90 2.65 3.55 6.36 7.280 I 400.00
Cyanide S 5.0 22.0 1 594 3.29 0.01 0.57 0.58 0.11 0.120 I I
Mercury S 0.012 2.4 1 861 0.02 0.00 0.01 0.01 0.00 0.001 I I
Silver AL 0.060 1.2 1 944 0.27 0.02 0.14 0.16 0.22 0.240 I I
Selenium S 5.0 20 1 So% 6.75 I I
Arsenic S 50.0 360 1 804 67.50 I I
Phenols S 1.0 1020 1 994 27.00 0.20 3.76 3.96 14.15 14.350 1 39.00 11/13
---------------------- A N A L Y S I S R E S U L T S
I I Monitor / Limit / Special Condition+ I
I Allowable Allowable] Predicted Predicted I 1
I Effluent Effluent I on ACTUAL on PERMIT.1 Actual Actual I INSTREAM MONITORING I
Bkg I Cone. Cone. I Influent Influent I ACTUAL PERMITTED Daily Max. Wk. Avg. Based on Based on 1
Pollutant Cone. CHRONIC ACUTE I Data Data I Influent Influent Effluent Effluent I Actual Actual I
(ug/1) I (ug/1) (ug/ll I (ug/1) (ug/1) I Loading Loading Data Data I Daily Max. Wk. Avg. I
--------- -- ------ -------- ------- I --------- -------- I -------- ------- -------- --------- I -------- -------- I
Cadmium S 1 28.953 25.913 1 0.769 0.721 1 Monitor Monitor Limit I I
Chromium S 1 723.835 14249.708 I 2.308 16.442 1 Monitor I I
Copper AL 1 101.337 133.475 22.716 25.421 1 Monitor Monitor Special I Monitor I
Nickel S 1 361.918 11422.118 13.077 12.668 I Monitor Monitor Limit I I
Lead S 1 361.918 489.023 I 4.910 42.134 I Monitor Limit I I
zinc AL 1 723.835 941.565 1 49.069 100.625 1 Monitor Monitor Monitor I I
Cyanide S 1 72.304 318.487 I 14.291 2.957 I Limit Monitor I I
Mercury S I 0.174 34.744 I 0.067 0.008 I Limit Monitor I I
Silver AL I 0.869 17.806 I 0.577 0.865 1 Monitor Monitor I I
Selenium S I 72.384 289.534 I 0.000 0.000 1 I I
Arsenic S 723.835 5211.613 I 0.000 0.000 1 I I
Phenols S I 14.477 14766.237 2.380 8.624 1 Monitor Monitor Limit Monitor I

T 0 % I C S R E V I E N 02/07/90
-------------_----_---- ver 3.0
Facility: TOWN OF FOREST CITY
NPDES Permit No.: NCO025984
Status (E, P, or M): E
Permitted Flow: 4.25 aqd
Actual Average Flow: 1.99 mgd
Subbasin: '030802
Receiving Strewn: SECOND BROAD RIVER
Stream Classification: WS-III
7U10: 47.00 cfs
INC: 12.3 4
--------------- P R E T R E A T M E N T - D A T A ------------- EFFLUENT DATA �-
I ACTUAL ACTUAL PERMITTED I I
I or Ind. Ind. a I ACTUAL I
I Default ACTUAL Domestic PERMITTED Domestic I Maximum I
Standard Acute I Removal Allowable Domestic Industrial Total Industrial Total I Daily
Pollutant AL Criteria I Eff. Load Load Load Load Load Load I Value
(ug/1) (ug/ll I 4 (4/d) (4/d) (4/d) (4/d) (4/d) (4/d) I (ug/1) I
_________ __ ______ ____.___I _________ -------- _________ _________ ------ _______ ________ 1 _________ _________
Cadmium S 2.0 1.79 I 924 6.75 0.02 0.14 0.16 0.13 0.150 I 19.00 J4'
Chromium S 50.0 984 I 764 56.25 0.02 0.14 0.16 1.12 1.140 I
Copper AL 7.0 9.2 1 821, 10.50 0.10 2.00 2.10 2.25 2.350 1 297.00 13/S
Nickel S 25.0 789 1 32% 9.93 0.04 0.20 0.32 0.27 0.310 I 125.00
Lead S 25.0 34 I Bit 35.53 0.03 0.40 0.43 3.66 3.690 I I
Zinc AL 50.0 65 I 77% 58.70 0.90 2.65 3.55 6.38 7.280 1 480.00
Cyanide S 5.0 22.0 1 594 3.29 0.01 0.57 0.58 0.11 0.120 I I
Mercury S 0.012 2.4 I 86% 0.02 0.00 0.01 0.01 0.00 0.001 I I
Silver AL 0.060 1.2 I 944 0.27 0.02 0.14 0.16 0.22 0.240 I I
Selenium S 5.0 20 I So% 6.75 I I
Arsenic S 50.0 360 I Sol 67.50 I I
Phenols S 1.0 1020 1 99% 27.00 0.20 3.76 3.96 14.15 14.350 I 39.00
�...�.o..-.e....�...�.o.. A N A L Y S I S R E S U L I S ......ee....o.- -----e-e-..-..-ve-
I I Monitor / Limit / Special Condition- I
I Allowable Allowable) Predicted Predicted I I
I Effluent Effluent I on ACTUAL on PERMIT.I Actual Actual I INSTREAM MONITORING I
Bkq I Conc. Conc. I Influent Influent I ACTUAL PERMITTED Daily Now. Wk. Avg. I Based on Based on I
Pollutant Conc. I CHRONIC ACUTE I Data Data I Influent Influent Effluent Effluent I Actual Actual I
(ug/1) I (ug/1) (ug/1) I (ug/1) (ug/1) I Loading Loading Data Data I Daily Max. Wk. Avg. I
_________ __ ______ 1 ________ ------- I _________ ________ 1 ________ ________ -------- --------- I -------- _____-- 1
Cadmium S I 16.269 14.561 I 0.769 0.721 I Monitor Monitor Limit I Monitor I
Chromium S I 406.736 8007.172 I 2.308 16.442 1 Monitor I I
Copper AL 1 56.943 75.002 1 22.716 25.421 1 Monitor Monitor Special I Monitor I
Nickel S 1 203.368 6418.290 1 13.077 12.668 I Monitor Monitor Limit I I
Lead S 1 203.368 274.791 1 4.910 42.134 Monitor Limit I I
Zinc Al, 1 406.736 529.083 1 49.069 100.625 Monitor Monitor Monitor I Monitor I
Cyanide S 1 40.674 170.964 1 14.291 2.957 Limit Monitor I I
Mercury S 1 0.098 19.523 1 0.067 0.008 I Limit Monitor I I
Silver AL 0.488 10.006 1 0.577 0.865 1 Monitor Monitor I I
Selenium S I 40.674 162.694 I 0.000 0.000 1 I I
Arsenic S I 406.736 2928.501 I 0.000 0.000 1 I I
Phenols S I 8.135 0297.419 I 2.380 8.624 1 Monitor Monitor Limit I Monitor

311176
• SUMMER
MODEL OF SPINDALE,FOREST CITY,
BURLINGTON INDS.
---------- MODEL RESULTS ----------
Discharger : TOWN OF FOREST CITY
Receiving Stream : SECOND BROAD RIVER
----------------------------------------------------------------------
The End D.O. is 5.72 mg/l.
The End CBOD is 9.50 mg/l .
The End NBOD is 6.77 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 5.05 13.50 5
Reach 1 �60 . 00 58.50 6. 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 76. 00 6. 00 4 .25000
Reach 5 485.50 9. 00 6.00 2 . 00000
Reach 6 T45. 00 90 . 00 0 . 00 0 . 01800
Reach 7 045. 00 90 . 00 0 . 00 0 . 00700
051""Iz
vf; LS+C,�
44, Ind- GUI r'�
"yK PW
OTr - C' w, 5J.o e 1
I _

*** MODEL SUMMARY DATA ***
Discharger : TOWN OF FOREST CITY Subbasin 030802
Receiving Stream : SECOND BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 47 . 0 Winter 7Q10 : 70 . 0
Design Temperature: 25. 0
ILENGTHI SLOPE ] 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;6 Idesignl
--------------------------------------------------------------------------------
I I I I I I I I I I
Segment 1 1 1 .10I 23.50I 0 . 863 11 .02 1 0 .84 1 0 . 67 129.41 1 26. 381 0.73 1
Reach 1 I I I 1 1 I I 1 1 I
--------------------------------------------------------------------------------
I I I I I I I I I I
Segment 1 I 1 . 801 11 . 80I 0 . 675 1 1 .59 10 . 63 10.50 17. 82 1 7 .011 0 . 44 1
Reach 2 1 I 1 1 I I I 1 1 1
--------------------------------------------------------------------------------
I I I I I I I I I I
Segment 1 I 4 . 901 4 . 001 0 .579 12 . 62 10 .27 1 0.22 1 2 .27 1 2 . 041 0 .44 1
Reach 3 I I 1 1 I I 1 1 I I
--------------------------------------------------------------------------------
I I I I I I I I I I
Segment 1 1 2 .00I 4 . 001 0 . 629 12 .70 10 .27 1 0.21 1 2 . 47 I 2 .211 0 .44 I
Reach 4 1 I 1 I I 1 I I I I
--------------------------------------------------------------------------------
I I I I I I I I I I
Segment 1 1 4 . 801 4 . 001 0. 652 12 .76 10 .27 1 0 .21 1 2.56 I 2.291 0 .44 1
Reach 5 1 1 I I I 1 I I I I
--------------------------------------------------------------------------------
I I I I I I I I I I
Segment 1 I 0 .401 4 .001 0 . 654 12 .79 1 0.29 10 .23 12 .57 I 2 .301 0 . 44 I
Reach 6 1 1 I 1 1 I I I 1 1
--------------------------------------------------------------------------------
I I I I I I I I I I
Segment 1 I 8 . 80I 4 . 001 0 . 658 12 . 84 10 .29 10 .23 12 .58 I 2 .311 0 . 44 I
Reach 7 I I I I I I I 1 I I
--------------------------------------------------------------------------------
I Flow I CBOD I NBOD I D.O. I
I cfs I mg/1 I mg/l I mg/l I
Segment 1 Reach 1
Waste I 9.300 1 60 .000 1 58 .500 1 6. 000
Headwatersl 3.500 I 2 . 000 I 3. 000 1 7 .440
Tributary I 0 .000 1 0. 000 1 0 . 000 1 7 .440
* Runoff 1 1 . 000 I 2. 000 1 3. 000 1 7 .440
Segment 1 Reach 2
Waste 1 0 . 000 1 0 . 000 I 0. 000 1 0 . 000
Tributary 111 . 800 1 2 .000 1 3 . 000 1 7 . 440
* Runoff ] 0. 000 1 0. 000 1 0. 000 1 7 . 440

Segment 1 Reach 3
Waste 1 0 . 000 I 0. 000 1 0. 000 1 0 . 000
Tributary 1 32 .200 1 2 . 000 1 3. 000 1 7 .440
* Runoff 1 0 .740 I 2. 000 1 3. 000 1 7 .440
Segment 1 Reach 4
Waste 1 6.588 1 60. 000 1 76. 000 1 6.000
Tributary 1 0. 000 1 0. 000 1 0 . 000 1 7 .440
* Runoff 1 0.740 I 2 .000 1 3. 000 1 7 .440
Segment 1 Reach 5
Waste I 3.100 1 85.500 1 9. 000 1 6. 000
Tributary 1 0 . 000 1 0. 000 1 0. 000 1 7 . 440
* Runoff I 0 .740 I 2. 000 1 3. 000 1 7 . 440
Segment 1 Reach 6
Waste I 0 .028 145.000 1 90 .000 I 0 . 000
Tributary 1 0 .000 1 2 .000 1 1 . 000 1 7 . 440
* Runoff I 0 .740 I 2 . 000 1 3. 000 1 7 . 440
Segment 1 Reach 7
Waste 1 0 . 011 1 45. 000 1 90. 000 1 0 .000
Tributary 1 0 . 000 1 2. 000 1 1 . 000 1 7 .440
* Runoff 1 0 .740 1 2. 000 1 3. 000 1 7 .440
* Runoff flow is in cfs/mile

SUMMER
MODEL OF SPINDALE,FOREST CITY,
BURLINGTON INDS.
I Seg # I Reach # Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0 . 00 6.39 44 .14 43.32 12 . 80
1 1 0 .10 6. 32 43.55 42 .79 12 . 90
1 1 0.20 6.26 42 . 98 42 .26 13. 00
1 1 0. 30 6.22 42 . 41 41 .74 13 . 10
1 1 0 .40 6. 19 41 .86 41 .24 13 .20
1 1 0 .50 6. 17 41 .31 40 .74 13 . 30
1 1 0 . 60 6. 16 40 .77 40 .24 13 . 40
1 1 0 .70 6. 16 40 .25 39.76 13 .50
1 1 0 . 80 6. 16 39.73 39.29 13 . 60
1 1 0 . 90 6. 17 39.22 38 . 82 13 .70
1 1 1 . 00 6. 18 38 .72 38 .36 13 . 80
1 1 1 . 10 6.20 38 .23 37 . 91 13 . 90
1 2 1 . 10 6.77 21 .59 21 . 88 25.70
1 2 1 .20 6. 67 21 .47 21 .79 25 .70
1 2 1 .30 6.57 21 .35 21 .71 25 .70
1 2 1 . 40 6.49 21 .23 21 . 62 25.70
1 2 1 .50 6. 41 21 . 11 21 .53 25.70
1 2 1 . 60 6.34 20. 99 21 . 45 25.70
1 2 1 . 70 6.27 20 . 87 21. 36 25.70
1 2 1 . 80 6.21 20 .75 21 .28 25.70
1 2 1 . 90 6.16 20 . 64 21 . 19 25 . 70
1 2 2 . 00 6. 11 20 .52 21 . 11 25.70
1 2 2 . 10 6. 06 20 .40 21 . 02 25.70
1 2 2.20 6.02 20 .29 20. 94 25.70
1 2 2. 30 5. 98 20. 17 20. 86 25.70
1 2 2 . 40 5. 95 20. 06 20.77 25.70
1 2 2 .50 5. 92 19. 95 20 . 69 25.70
1 2 2. 60 5. 89 19. 83 20. 61 25.70
1 2 2 .70 5. 86 19.72 20.53 25.70
1 2 2 . 80 5. 84 19. 61 20. 45 25.70
1 2 2 . 90 5. 82 19.50 20.36 25.70
1 3 2 . 90 6.72 9.77 10.71 57 . 90
1 3 3 . 00 6. 68 9.73 10. 65 57 . 97
1 3 3. 10 6. 64 9. 69 10.59 58 .05
1 3 3.20 6. 61 9. 65 10.53 58 . 12
1 3 3 . 30 6.57 9. 62 10.47 58 .20
1 3 3.40 6.54 9.58 10.41 58 .27
1 3 3 .50 6.50 9.54 10.36 58 .34
1 3 3 . 60 6.47 9.50 10.30 58 .42
1 3 3. 70 6.44 9. 47 10.24 58 . 49
1 3 3. 80 6.41 9.43 10. 19 58 .57
1 3 3 . 90 6. 38 9.39 10 . 13 58 . 64
1 3 4 .00 6. 36 9. 36 10. 07 58 .71
1 3 4 . 10 6.33 9. 32 10. 02 58 .79
1 3 4 .20 6.30 9.29 9. 96 58 . 86
1 3 4 .30 6.28 9.25 9. 91 58 . 94
1 3 4 . 40 6.26 9.21 9. 85 59. 01
1 3 4 .50 6.23 9. 18 9. 80 59.08
1 3 4 . 60 6.21 9. 14 9.74 59. 16
1 3 4 .70 6.19 9. 11 9. 69 59.23
1 3 4 . 80 6. 17 9. 07 9. 64 59.31
1 3 4 . 90 6. 15 9.04 9.58 59.38
1 3 5 . 00 6. 14 9.00 9.53 59. 45
1 3 5. 10 6. 12 8 . 97 9.48 59.53
1 3 5.20 6.10 8 . 93 9.43 59. 60
1 3 5.30 6. 09 8 . 90 9.38 59. 68
1

1 3 5.40 6. 07 8 . 87 9.32 59.75
1 3 5.50 6.06 8 . 83 9.27 59. 82
1 3 5. 60 6. 04 8 . 80 9.22 59. 90
1 3 5. 70 6. 03 8 .76 9. 17 59. 97
1 3 5.80 6. 02 8 .73 9. 12 60 . 05
1 3 5. 90 6. 01 8 .70 9. 07 60 . 12
1 3 6.00 5. 99 8 . 66 9. 02 60 . 19
1 3 6. 10 5. 98 8 . 63 8 . 97 60 .27
1 3 6.20 5. 97 8 . 60 8 . 92 60 .34
1 3 6.30 5. 97 8 .57 8 . 88 60 .42
1 3 6.40 5. 96 8 .53 8 . 83 60 .49
1 3 6.50 5. 95 8 .50 8 .78 60 .56
1 3 6. 60 5. 94 8 .47 8 .73 60 . 64
1 3 6.70 5. 93 8 .44 8 . 68 60 .71
1 3 6. 80 5. 93 8 .40 8 . 64 60 . 79
1 3 6. 90 5. 92 8 .37 8 .59 60 . 86
1 3 7 . 00 5. 91 8 .34 8 .54 60 . 93
1 3 7 . 10 5. 91 8 .31 8 .50 61 . 01
1 3 7.20 5. 90 8 .28 8 .45 61 . 08
1 3 7 . 30 5. 90 8 .25 8 .41 61 . 16
1 3 7 .40 5. 89 8 .21 8 .36 61 .23
1 3 7.50 5. 89 8 . 18 8 .31 61 .30
1 3 7. 60 5. 89 8 . 15 8 .27 61 .38
1 3 7.70 5. 88 8 . 12 8 .22 61 .45
1 3 7. 80 5. 88 8 . 09 8 . 18 61 .53
1 4 7. 80 5. 89 13. 11 14 .74 68 . 11
1 4 7. 90 5. 86 13. 06 14 . 66 68 . 19
1 4 8. 00 5. 82 13. 02 14 .59 68 .26
1 4 8 . 10 5.78 12 . 97 14 .51 68 .34
1 4 8 .20 5.75 12 . 93 14 .44 68 .41
1 4 8 . 30 5.72 12 . 88 14 .37 68 .48
1 4 8 . 40 5. 68 12. 84 14 .29 68 .56
1 4 8.50 5. 65 12 .79 14 .22 68 . 63
1 4 8 . 60 5. 62 12 .75 14 . 15 68 .71
1 4 8 . 70 5. 60 12 .70 14 . 07 68 .78
1 4 8 . 80 5.57 12 . 66 14 . 00 68 . 85
1 4 8 . 90 5 .54 12 . 61 13 . 93 68 . 93
1 4 9.00 5 .52 12 .57 13 . 86 69. 00
1 4 9. 10 5 . 49 12 .52 13.79 69. 08
1 4 9.20 5. 47 12 .48 13 .72 69. 15
1 4 9.30 5.45 12 .44 13 . 65 69.22
1 4 9.40 5.43 12 .39 13 .58 69. 30
1 4 9.50 5.41 12 .35 13.51 69. 37
1 4 9. 60 5.39 12 .31 13 .44 69. 45
1 4 9.70 5.37 12 .26 13. 37 69.52
1 4 9. 80 5.35 12 .22 13 .30 69.59
1 5 9. 80 5.38 15.34 13.12 72 . 69
1 5 9. 90 5.36 15.29 13 . 05 72 .77
1 5 10 . 00 5.34 15.24 12 . 99 72 . 84
1 5 10 . 10 5.32 15. 19 12 . 93 72 . 92
1 5 10 .20 5. 30 15. 14 12 . 86 72 . 99
1 5 10 .30 5 .28 15. 09 12 . 80 73.06
1 5 10 .40 5 .27 15. 03 12 .74 73 .14
1 5 10 .50 5 .25 14 . 98 12 . 68 73.21
1 5 10 . 60 5.23 14 . 93 12 . 61 73.29
1 5 10.70 5.22 14 . 88 12 .55 73.36
1 5 10 . 80 5.21 14 . 83 12.49 73.43
1 5 10. 90 5. 19 14 . 78 12 .43 73 .51
1 5 11 . 00 5.18 14 .73 12 .37 73 .58
1 5 11 . 10 5 . 17 14 . 68 12 .31 73. 66
L

1 5 11 .20 5. 16 14 . 63 12 .25 73.73
1 5 11 . 30 5. 15 14 .58 12 .19 73 . 80
1 5 11 . 40 5 . 14 14 .53 12 .13 73 . 88
1 5 11 .50 5. 13 14 . 48 12 .07 73 . 95
1 5 11 . 60 5. 12 14 . 43 12 .01 74 . 03
1 5 11 . 70 5. 11 14 . 39 11 . 95 74 . 10
1 5 11 . 80 5. 10 14 .34 11 . 89 74 .17
1 5 11 . 90 5 . 10 14 .29 11 . 84 74 .25
1 5 12 . 00 5 . 09 14 .24 11 .78 74 . 32
1 5 12 . 10 5 . 08 14 . 19 11 .72 74 . 40
1 5 12 .20 5. 08 14 . 14 11 . 67 74 .47
1 5 12 .30 5. 07 14 . 10 11 . 61 74 .54
1 5 12 .40 5. 07 14 . 05 11.55 74 . 62
1 5 12 .50 5. 06 14 . 00 11 .50 74 . 69
1 5 12 . 60 5. 06 13 . 95 11 . 44 74 .77
1 5 12 .70 5. 06 13. 91 11. 38 74 . 84
1 5 12 . 80 5. 05 13. 86 11 .33 74 . 91
1 5 12 . 90 5. 05 13.81 11 .27 74 . 99
1 5 13. 00 5.05 13.77 11 .22 75. 06
1 5 13. 10 5. 05 13.72 11 . 17 75 . 14
1 5 13.20 5. 05 13. 68 11 . 11 75 .21
1 5 13.30 5. 05 13. 63 11 . 06 75 .28
1 5 13.40 5. 05 13.58 11 . 00 75 . 36
1 5 13.50 5. 05 13 .54 10. 95 75.43
1 5 13. 60 5 . 05 13 . 49 10 . 90 75.51
1 5 13.70 5. 05 13 . 45 10 . 85 75.58
1 5 13. 80 5.05 13 . 40 10 .79 75. 65
1 5 13. 90 5. 05 13 . 36 10.74 75.73
1 5 14 . 00 5.05 13.31 10 . 69 75. 80
1 5 14 . 10 5. 05 13.27 10 . 64 75 . 88
1 5 14 .20 5. 05 13.22 10 .59 75 . 95
1 5 14 . 30 5. 06 13. 18 10 .54 76. 02
1 5 14. 40 5. 06 13. 14 10 .48 76. 10
1 5 14 .50 5. 06 13 . 09 10 .43 76. 17
1 5 14 . 60 5. 06 13 . 05 10 .38 76 .25
1 6 14 . 60 5.06 13.06 10.41 76.27
1 6 14 . 64 5.06 13.04 10 . 39 76. 30
1 6 14 . 68 5.06 13.02 10 . 37 76. 33
1 6 14 .72 5. 06 13. 00 10 .35 76. 36
1 6 14 .76 5.06 12 . 99 10 .33 76. 39
1 6 14 . 80 5. 06 12 . 97 10 .31 76. 42
1 6 14 .84 5. 06 12. 95 10 .29 76. 45
1 6 14 . 88 5 . 07 12 . 93 10 .27 76.48
1 6 14 . 92 5. 07 12 . 91 10.25 76.51
1 6 14 . 96 5. 07 12 . 89 10.23 76.54
1 6 15. 00 5.07 12 . 88 10 .22 76.57
1 7 15. 00 5.07 12 .88 10 .23 76.58
1 7 15. 10 5. 07 12 . 84 10 .18 76. 65
1 7 15.20 5. 07 12 .79 10 .13 76.73
1 7 15.30 5. 07 12 .75 10 .08 76. 80
1 7 15.40 5. 08 12 .70 10 . 03 76. 88
1 7 15.50 5.08 12 . 66 9. 99 76. 95
1 7 15 . 60 5. 08 12 . 61 9. 94 77 . 02
1 7 15 . 70 5. 09 12 .57 9. 89 77 . 10
1 7 15. 80 5. 09 12 .52 9. 84 77 . 17
1 7 15. 90 5 . 10 12 .48 9. 80 77 .25
1 7 16. 00 5 . 10 12 .44 9.75 77 . 32
1 7 16. 10 5. 11 12.39 9.70 77 .39
1 7 16.20 5. 11 12 .35 9. 66 77 .47
1 7 16.30 5 . 12 12 .31 9. 61 77 .54

1 7 16.40 5.12 12 .26 9.57 77 . 62
1 7 16.50 5. 13 12 .22 9.52 77 . 69
1 7 16. 60 5. 13 12 . 18 9.48 77 .76
1 7 16.70 5. 14 12 . 14 9.43 77 . 84
1 7 16. 80 5.14 12 . 09 9.39 77 . 91
1 7 16. 90 5. 15 12 . 05 9. 34 77 . 99
1 7 17 . 00 5. 16 12. 01 9. 30 78 . 06
1 7 17. 10 5. 16 11 . 97 9.25 78 . 13
1 7 17 .20 5. 17 11 . 93 9.21 78 .21
1 7 17 .30 5. 17 11 .89 9. 17 78 .28
1 7 17 .40 5. 18 11 .84 9. 12 78 . 36
1 7 17 .50 5 . 19 11 .80 9.08 78 . 43
1 7 17 . 60 5. 19 11 .76 9.04 78 .50
1 7 17 .70 5.20 11 .72 8 . 99 78 .58
1 7 17 . 80 5.21 11 . 68 8 . 95 78 . 65
1 7 17 . 90 5.22 11 . 64 8 . 91 78 .73
1 7 18 . 00 5.22 11 . 60 8 . 87 78 .80
1 7 18 . 10 5.23 11 .56 8 . 83 78 . 87
1 7 18 .20 5.24 11 .52 8 .79 78 . 95
1 7 18. 30 5.25 11 .48 8 .74 79. 02
1 7 18 . 40 5.25 11. 44 8 . 70 79. 10
1 7 18 .50 5 .26 11 . 40 8 . 66 79. 17
1 7 18 . 60 5 .27 11 . 36 8 . 62 79.24
1 7 18 .70 5.28 11 .32 8 .58 79. 32
1 7 18 .80 5.28 11 .28 8 .54 79. 39
1 7 18 . 90 5 .29 11 .24 8 .50 79.47
1 7 19.00 5.30 11 .20 8 .46 79.54
1 7 19. 10 5.31 11 . 17 8 .42 79. 61
1 7 19.20 5.32 11 . 13 8 .38 79. 69
1 7 19.30 5.32 11 . 09 8 .34 79.76
1 7 19.40 5.33 11 . 05 8 .30 79. 84
1 7 19.50 5.34 11 . 01 8 .26 79. 91
1 7 19. 60 5.35 10 . 97 8 .23 79. 98
1 7 19.70 5.36 10 . 94 8 . 19 80 . 06
1 7 19. 80 5.37 10 . 90 8. 15 80 . 13
1 7 19. 90 5.38 10 . 86 8. 11 80 .21
1 7 20 . 00 5.38 10 . 82 8 . 07 80 .28
1 7 20 . 10 5 . 39 10 .79 8 . 04 80 . 35
1 7 20 .20 5. 40 10 .75 8 .00 80 . 43
1 7 20 .30 5.41 10 .71 7 . 96 80 .50
1 7 20 .40 5.42 10 . 68 7 . 92 80 .58
1 7 20 .50 5.43 10 . 64 7 . 89 80 . 65
1 7 20 . 60 5.44 10 . 60 7 . 85 80 . 72
1 7 20 .70 5.45 10 .57 7 . 81 80 . 80
1 7 20. 80 5.45 10 .53 7.78 80 . 87
1 7 20 . 90 5.46 10. 49 7 .74 80 . 95
1 7 21 . 00 5.47 10 . 46 7.71 81 . 02
1 7 21 . 10 5.48 10 . 42 7. 67 81 . 09
1 7 21 .20 5.49 10 .39 7 . 63 81 . 17
1 7 21 . 30 5.50 10 .35 7 . 60 81 .24
1 7 21 . 40 5.51 10 .31 7 .56 81 .32
1 7 21 .50 5.52 10 .28 7 .53 81 .39
1 7 21 . 60 5 .53 10 .24 7 .49 81 .46
1 7 21 .70 5.53 10 .21 7 .46 81 .54
1 7 21 . 80 5 .54 10 . 17 7 .42 81 . 61
1 7 21 . 90 5.55 10 . 14 7 .39 81 . 69
1 7 22. 00 5.56 10 . 11 7 .36 81 .76
1 7 22. 10 5.57 10 . 07 7 . 32 81 . 83
1 7 22 .20 5 .58 10 . 04 7 .29 81 . 91
1 7 22 .30 5 .59 10 . 00 7.25 81 . 98

r .
1 7 22. 40 5. 60 9. 97 7.22 82 .06
1 7 22.50 5. 61 9. 93 7 . 19 82 . 13
1 7 22 . 60 5. 62 9. 90 7. 15 82 .20
1 7 22 .70 5 . 63 9. 87 7 . 12 82 .28
1 7 22 . 80 5 . 63 9. 83 7 .09 82 . 35
1 7 22 . 90 5. 64 9. 80 7 . 06 82 . 43
1 7 23. 00 5. 65 9.77 7 . 02 82 .50
1 7 23. 10 5 . 66 9.73 6. 99 82 .57
1 7 23.20 5. 67 9.70 6. 96 82 . 65
1 7 23. 30 5. 68 9. 67 6. 93 82 .72
1 7 23. 40 5. 69 9. 63 6. 90 82 . 80
1 7 23.50 5.70 9. 60 6. 86 82 .87
1 7 23. 60 5.71 9.57 6. 83 82 . 94
1 7 23.70 5.72 9.54 6. 80 83. 02
1 7 23. 80 5.72 9.50 6.77 83 . 09
I Seg $ I Reach $ I Seg Mi I D.O. I CBOD I NBOD I Flow I

FOREST CITY WWTP @ 2.25 MGD
AMMONIA ANALYSIS
7Q10: 47. 0000 cfs
NH3 Effl. Conc: 14 .3 mg/l
AL (1/1 .8 mg/1) : 1000. 00 ug/l
Upstream NH3 Conc. : 220. 0000 ug/l
Design Flow: 2 .2500 MGD
Predicted NH3 Downstream: 204 . 80 ug/l
0.204803 mg/l
NH3 Limit: 11511 . 82 ug/l
11.51182 mg/l

i
FOREST CITY WWTP @ 4 .25 MGD NNy l a f= 1-7
AMMONIA ANALYSIS
7Q10 : 47.0000 cfs
NH3 Effl. Conc: 14. 3 mg/1
AL (1/1 . 8 mg/1) : 1000. 00 ug/1
Upstream NH3 Conc. : 220.0000 ug/l
Design Flow: 4 .2500 MGD
Predicted NH3 Downstream: 192 . 96 ug/1
0.192955 mg/l
NH3 Limit : 6565. 085 ug/1
6.565085 mg/l
L