NC0020737_WASTELOAD ALLOCATION_19880601

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit: NC0020737
Kings Mountain WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Correspondence
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: June 1, 1988
This document is printed oa reuse paper-ignore say
coateat oa the reverse side

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PRETREATMENT HEADWORKS REVIEW
-----------------------------
Discharger ; Kings Mtn. Pilot Ck WWTP 06/01/88
Receiving stream: Buffalo Creek
Stream Class: C
USGS Zone: 1
7Q10: 19.000 cfs
Design flow: 4 .000 mgd
Actual flow: 3.614 mgd
Percent industrial : 70.0 %
IWC: 24.6 %
Actual Actual
� Allowable Domestic Industrial
�
� Pollutant Standard/AL Removal Load (a) Load Load
(mg/1 ) Eff . ( lbs/Uay ) ( ]bs/day ) ( lbs/day)
_______ _________ ------------
.
�
Cadmium 0 O02 S 92� 3 .31 0.O10 0.620
�
� Chromium 0.05 S 76% 27.62 0, 120 0.820
� Copper 0.015 AL 82% 11 .05 0^230 3.930
� Nickel 0^05 S 32% 9.75 0. 120 1 ,220
� Lead 0.025 S 81% 17 .45 0. 120 1 .770
� Zinc 0.05 AL 644 18.41 0.700 2.650
� Cyanide 0.005 S 59% 1 .62 0.240 0.680
� Mercury 0'0002 S 86% 0. 19 0.010 0^030
� Silver 0.01 AL 94% 22. 10 0.060 0.260
�
Total USGS Predicted Allowable
Influent Background Effluent Effluent
Load Reserve Conc Conc (b ) Conc <c >
( lbs/day) ( lbs/day) (mg/1 ) (mg/ 1 ) (mg/1 )
--------- --------- ---'-'--- --'----- ----'---
Cadmium 0.63 2.6B 0.0017 > 0.0081
Chromium 0.94 26.68 0.013 0.0075 0, 1634
� Copper 4 . 16 6.89 0.004 0.0248 > 0.0487
� Nickel 1 .34 8.41 0.0302 > 0.2032
Lead 1 .89 15.56 0.005 0.0119 > 0.0863
� 35 15 0b 0 012 0 0400 > 0
� Zinc 3. 1665. . ^ .
� Cyanide 0.92 0.70 0.0125 > 0.0203
� Mercury 0.04 0. 15 0.0003 0,0002 } -0^0001
� Silver 0.32 21 ^78 0.0006 0.0406
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DIVISION OF ENVIRONMENTAL MANAGEMENT
May 31 , 1988
MEMORANDUM
TO: Roy Davis
THROUGH: Randy Dodd l�
Trevor Clement \ !
Steve Tedder�L
FROM: ZRuth=Clark nE
SUBJECT: Instream Assessment for City of Kings Mountain
Pilot Creek Wastewater Treatment Plant
NPDES No. NC0020737
Cleveland County
Summary
The City of Kings Mountain has requested a JOC to increase
the flow of its Pilot Creek WWTP by 74 , 000 GPD. 95% of this
additional flow is from a metal finishing industry . Currently,
approximately 70% of the influent is from industrial sources . The
JOC was requested since the facility is out of compliance with its
NPDES limit for TSS . No assessment of TSS was completed since no
standard exists for this parameter. Assigned limits are based on
the technology of the WWTP .
Review of the file indicated that there may also be toxicity
problems associated with the plant . Two bioassays performed by
DEM have indicated acute toxicity as shown in the following table :
Date { LC-')
IWC M
03/05/86 P15 21 . 47
04/14/83 P40 26 . 72
In addition, the facility has violated its permit by not
reporting the results of its Ceriodaphnia chronic effluent bioas-
say . If toxicity "limits" are dropped during the period covered
by the order, the JOC should still require toxicity monitoring .
If this strategy is adopted , Technical Support recommends that a
clause be included in the order which allows the Division to place
the treatment plant on moratorium if significant toxicity problems
are indicated by the results of the monitoring .

Analysis and Discussion
The Pilot Creek WWTP discharges to Buffalo Creek , a class C
stream in the Catawba River Basin. At the outfall , the receiving
stream drains an area of 116 square miles and is characterized by
an average flow of 162 cfs and a 7Q10 flow of 19 cfs . IWC' s were
calculated for pre-JOC flow, post-.JOC flow ( total from current and
previous JOC ' s ) , and the current design flow. The results were as
follows :
Qw (MCD) Qw (cfs) IWC M
3 . 340 5 . 1770 21 . 4
3 . 614 5 . 6017 22 . 8
4 . 000 6 . 2000 24 . 6
It is recommended that toxicity be addressed in the JOC . If
toxicity "limits" are dropped during the period covered by the
order , the .JOC should still require toxicity monitoring . In addi-
tion, a clause should be included in the JOC which allows DEM to
place the treatment plant on moratorium if the monitoring results
indicate significant toxicity problems . It is our understanding
that permit "limits" for toxicity are being dropped from Judicial
Orders since a single test failure would constitute a violation of
the order and result in an automatic moratorium for the facility.
Rather than ignoring the toxicity issue during the period covered
by the order , the clause provides incentive for the permittee to
continue addressing any toxicity problems associated with their
discharge . At the same time , DEM is provided with a mechanism to
handle severe toxicity problems at facilities operating under an
order .
CC : Ken Eagleson
Chuck Wakild
Kent Wiggins
Steve Reid
{

State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
May 24, 1988
MEMORANDUM
TO: Trevor Clements
Technical Services. Unit
THROUGH: Forrest R. Westall �
Regional Water Quayny Supervisor
FROM: James R. Reid, Enviro IALssm to Chemist
Water Quality Section
SUBJECT: Request for In-Streament
City of Kings Mountain
Pilot Creek Wastewater Treatment Plant
NPDES Permit Number NCO020737
Cleveland County
Please find attached a request for an in-stream assessment for
a JOC for the City of Kings Mountain. The Sheller-Globe project
will need to be brought on line around July 1, 1988 . Your
efforts in helping meet that date would be appreciated. If
there are any questions, please contact me.
JRR: ls
Enclosure
Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 •Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Request Form for In-Stream Assessment for 67B
NAME OF FACILITY City of Kings Mountain SUBBASIN 030805
COUNTY Cleveland REGION ASHEVILLE. DESIGN FLOW 4 . 0 MGD
RECEIVING STREAM Buffalo Creek
BACKGROUND DATA-
A. Why is SOC needed? (Facility is out of compliance with which.
effluent limits?
Inability to comply with TSS limitation lck L"
B. History of SOC requests: J
1. Monthly Average waste flow
prior to any SOC 3 . 34 mgd
2. SOC flow added: Date: December, 1987 flow: 0. 2 mgd
Date: flow: mgd
Date: flow: mgd
total of previously approved SOC flow: 0 . 2 mgd
3 . Flows lost from plant flow: 0 mgd
4. This SOC request flow: 0 . 074 mgd
5 . Total plant flow post-SOC
( sum of original flow and
SOC flow minus losses) flow: 3 . 614 mgd
6. Is this an accurate flow balance for plant? Why/why not?
Calculated flow in item 5 above differs from current monthly
average actual flow of 3 . 4 MGD by 0 . 2 MGD due to fluctuations in.
discharges from industrial users.
C. Please attach DMR summary for past year for all permitted parame-
ters. If possible, include reports from previous years if
facility has been under SOC for more than a year.

THIS SOC:
A. Request is for domestic or industrial waste If it is a combin-
ation, please specify percentages .
70, 000 gpd industrial ( 95%) see attached
4 ,000 gpd domestic ( 5%)
74,000 total ( 100%)
B. What type of industry? please attach any pertinent data.
Metal finishing, see attached
C. The region proposes the following SOC limits:
BOD5 30 mg/l
NH3 mg
DO mg/l
TSS 40 mg/l
fecal coliform 1000 #/100 ml
pH 6-9 SU

SHELLER-GLOBE :.
TRUCK AND BODY DIVISION
May 9, 1988
Mr . James Reid
Division of Environmental Management
P . O. Box 370
Asheville, NC 28802
Dear Jim:
SUBJECT: Sheller-Globe Corporation ' s Facility
Cleveland County, North Carolina
To follow up on our telephone conversation on May 6, 1988, below
is the information you requested on the waste water from our
facility in Kings Mountain , Cleveland County.
The amount of waste water which we will be dischargIing from our
facility will be approximately 40 , 000 GPD . This Ifigure is an
estimate based on our similar operation in Norwalk, Ohio. The
40 , 000 GPD is both industrial waste and sanitary waste.
The 40 , 000 GPD is full production and one ( 1 ) 10-hour shift .
Current plans are that we will only run one ( 1 ) shift per- day.
i
The City of Kings Mountain has received an estimate of 73 , 500 GPD
from Koonce, Noble and Associates . This would be a maximum
amount that our facility, as designed, would discharge .
The industrial waste water will be treated in a waste pre-
treatment system before being discharged into the Kings Mountain
Sewer System. The waste pre-treatment system is being designed
to meet the following Kings Mountain limitations :
0 O1 mg/1 Argo ; c
v=0_01 >Q8/J Cadmium.
<1 . 00 mgLL CoQp_eL -- - --
0 . 05 mg/1 Cyanide_ —
<- . 00—_ mg1-1--McLc-ur-y _
_<1 . 00 m9/_1_N i-Gkel _
QSLv m gJ 1 S i 1 v e r___
�0 . 05 ma/t _T-otaL__Chromium_ _
OQ mx[ 1 Z i n c
<1 . 00 rog­/T_Total Identifiable Chlorinated Hydrearbons✓
0 . 001 mg/1 Phenolic Compounds Which Cannot Be Removed By
the City' s Waste Water Treatment Processes

SHELLER-GLOBE CORPORATION
Mr. James Reid
May 9, 1988
Page Two
Our waste water will have the following components :
Lead to Kings Mountain Limits
Nickel to Kings Mountain Limits
Chromium to Kings Mountain Limits
Zinc to Kings Mountain Limits
Phenols '> 1 PPB
Our current schedule is as follows :
June , 1988 - Building to be Complete
September, 1988 - Start Debug Activities on Production
Equipment , Will Begin Discharge of
Industrial Waste Water
December, 1988 - Production Scheduled to Begin
If you require any additional information, or if there is
anything we can do to expedite getting the sewer service to our
facility, please do not hesitate to call .
Sincerely,
Noah K. Koontz
Project Engineer
NKK: bak
xc: F. Dombrosky
G . Sautter

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SUMMER
SAVED AS KINGMTN ON LBDATA30
QW=3.34,NH3=3oBOD5=30,D0=5
----------- MODEL RESULTS ----------
Discharger : CITY OF KINGS MOUNTAIN
Receiving Stream : BUFFALO CREEP:
The End D.O. is 5.66 mg/1 .
The End CBOD is 13.43 mg/ l .
The End NBOD is 2.72 mg/l .
WLA WL.A WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1 ) Milepoint Reach ## (mg/1. ) (mg/1 ) (og/1 ) (mgd )
Segment 1 5.41 7.20 2
React, 1 60.00 36. 00 5.00 3.34000
Peach 2 210.00 0.00 0.00 0.85000
Segment 2 5.45 0.00 1
Reach 1 83.40 0.00 5.00 0.62500
Segment 3 5.52 1 .20 1
Reach 1 0.00 OC a C).C)C) O.00)C)OO

MODEL SUMMARY DATA
Discharger : CITY OF RINGS MOUNTAIN Subbasin : O308O5
Receiving Stream : BUFFALO CREEIk: Stream Class: C
Summer 7010 . 19. Winter 7010 : 42.
Design Temperature: 25.
:LENGTH! SLOPE: VELOCIT'V DDEPTH! Kd : Kd ; Ka 1 Ka : KN 1 KN ; KNR : KNR ;
: wile ; ftlmi; fps ft :design; 2201 ;design; 3204 :design; 8204 !design; 820' 1
-----------------------------------------------------------------------------------------------------
Segment 1 , 6.801 5.00: 0.374 : 210 1 018 1 013 1.83 1 1.64: 0.44 : 0.30 0.44 ; 0.00
Reach 1 11
-----------------------------------------------------------------------------------------------------
;
Segment 1 1 0.401 5.00: 0,397 : 2.30 1 018 1 013 1 115 ; L751 144 1 0.30 1 OX 1 OAO :
Reach 2 : 1 i
-----------------------------------------------------------------------------------------------------
Segment 2 I 3.001 57.00: 0,443 10.52 : 0.90 1 0,71 150.65 1 45.431 0.73 1 0.50 : 0.73 1 0.00 I
Reach 1 i i
-----------------------------------------------------------------------------------------------------
Segment 3 : 4.001 5.00! 0.422 1 2.38 1 019 1 013 ; 2.07 1 "BE E 44 1 130 : E 44 1 0.00 :
Reach 1 1
-----------------------------------------------------------------------------------------------------
Flow 1 CBOD 1 NBOD D.O.
cfs mg/1 mg/1 mg/1
Segment 1. Reach 1
Waste : 5. 177 1 60.000 36.000 5.000
Headwaters : 19.000 2.000 1 1 .000 7.440
Tributary O,000 2.000 , 1 .000 1 7.440
Runoff 0.880 1 2.000 1 1 .000 7.440
Segment 1 Reach 2
Waste 1 .317 : 210.000 0. 000 1 0-000
Tributary O.000 , 2.000 1 1 .000 , 7.440
Runoff 1 0.880 2.000 1 .000 1 7.440
Segment 2 Reach 1
Waste i 0.969 , 33.400 1 0.000 1 5.000
Headwater_, ; O.220 1 2.000 ; 1 .000 7.440
Tributary 1 0.000 2.000 1 1 .000 7.440
Runoff 1 0.400 2.000 1 1 .000 1 7.440
Segment 3 Reach 1
Waste : 0.O00 0.000 ; 0.000 1 O.000
Headwaters ; O.000 2.000 1 .000 7.440
Tributary 1 O.O00 1 2.000 1 1 .000 1 7.440
Runoff 1 0.38O 1 2.000 1 .000 1 7.440
Runoff flow is in cfs/mile

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SUMMER
SAVED AS KINGMT2 ON LBDATA30
GW=3.614,BOD5=30,NH3=S,D0=5
------------- MODEL RESULTS -------------
Discharger : CITY OF KINGS MOUNTAIN
Receiving Stream n BUFFALO CREEP:
---------------------------------------------------------------------------------
The End D.O. is 5.59 mg/l .
The End CBOD is 13.73 mg/l .
The End NBOD is 2.90 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 5.30 7.20 2
Reach 1 60.00 36.00 5.00 3.61400
Reach c
210.00 0.00 0.00 +. .85000
Segment 2 5.45 0.00 1
Reach 1 53.40 0.00 5.00 0.62500
Segment 3 5.43 1 .20 1
Reach 1 0.00 C).O!: 0.00 0.00000

MODEL SUMMARY DATA *#
Discharger : CITY OF KINGS MOUNTAIN Siubbasin : 030805
Receiving Stream : BUFFALO CREEK. Stream Class: C
Summer 7010 : 19. Winter 7O10 : 42.
Design, Temperature: 25.
:LENSTH: SLOPE: VELOCITY : DEPTH: Kd : Kd : Ka : Ka : KN : KN I KNR : KNR
! bile : ft/oil fps ft !design: 120' :design: 220' :design: 2204 !design: a20' :
-----------------------------------------------------------------------------------------------------
Segment 1 6.801 5.00: 0.378 : 211 : 018 013 116 : h6N OA4 1 000 1 OA4 1 OAO :
Reach 1 !
-----------------------------------------------------------------------------------------------------
Segment 1 0.40: 5.00: 0.401 ! 211 1 018 1 013 : 1.97 1.77: 0.44 ! 0.30 1 0.44 1 0.00 1
Reach 2 : : I
-----------------------------------------------------------------------------------------------------
Segment 2 3.00: 57.001 0,443 : 0.52 : 0.90 : 0.71 150.65 : 45,431 0.73 : 0.50 1 0.73 1 0.00 1
Reach 1 :
-----------------------------------------------------------------------------------------------------
:
Segment 3 4.00! 5.00: 0.426 : 2A9 : 017 : Ol3 12.09 1 1.8T OA4 : 000 : 0.44 : 0.00 !
Reach I 1 i :
-----------------------------------------------------------------------------------------------------
F1.ow I CDOD NBOI) : D.O. :
cfs mg/1 : rag/I mg/1
Segment i Reach 1
Waste 5.602 1 60.000 1 36.00O 5.000
Headwaters : 19.000 1 2.000 1 =0 7.440
Tributary 1 0.000 1 2.000 ! 1 .000 1 7.440
* Runoff j 0.880 2.000 ! 1 =0 7.440
Segment 1 Reach 2
Waste 1 1 .317 :21O.000 O.000 0.000
Tributary : O.000 : 2.000 : 1 .000 : 7.440
Runoff 0.880 : 2.000 , 1 .000 , 7,440
Segment 2 Reach 1
Waste 0.969 1 83.400 0.000 , 5.000
Headwaters ! 0.22O 2.000 1 .000 7.44O
Tributary 0.O00 : 2.000 ! 1 .000 : 7.440
Runoff ff 0.400 1 2.000 : 1 .000 7.440
Segment 3 Reach 1
Waste 0.000 : 0.000 0.000 0.000
Headwaters : 0.000 1 2.000 1 .000 7.440
Tributary : 0.000 , 2.000 1 1 .000 1 7.440
Runoff 1 0.880 1 2.000 1 1 .000 1 7.440
n Runoff flow is in cis/mile

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SUMMER
SAVED AS KINGMT2 ON LBDATA30
QW=4.000.BOD5=30,NH3=8,Di)=5
----------- MODEL RESULTS ----------
Discharger- : CITY OF KINGS MOUNTAIN
Recei:•ing Stream : BUFFALO CREEK:
----------------------------------------------------------------
The End D.O. is 5.50 mg/ a .
The End CBOD is 14. 14 mg/ l .
The End NBOD is 3. 14 mg/l .
-----------------------------------------------------------------------------------
WLA WL..A WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1 ) MileGoint Reach # (mg/ 1 ) (mg/1 ) (mg/ 1 ) (mgd )
Segment 1 5. 16 7.20 2
Reach 1 60.00 36.00 5.00 4.00000
Reach 2 210.00 0. 00 0.00 0.85000
Segment: 2 5.45 0.00 1
Reach 1 83.40 0.00 5.00 0.62500
Segment 3 5.31 0.80 1
Reach 1 0.00 0.00 0.00 0.00.000

MODEL SUMMARY DATA *#
Discharger : CITY OF KINGS MOUNTAIN Subbasin 030905
Receiving Stream : BUFFALO CREEK Stream Class: C
Summer- 7010 . 19. Winter- 7Q1O 42.
Design Temperature: 25.
:LENOTH: SLOPE: VELOCITY 1 DEPTH; Kd : K,d 1 Ka 1 Ka KN 1 KN ; KNR 1 KNR ;
1 bile : ft/mil fps , ft :design; a20' (design; 220' ldesignl 1204 ;design: a20' 1
-----------------------------------------------------------------------------------------------------
1 1 '
Segment 1 1 6.80; 5.00: 0.304 ; L21 1 018 O.23 1 I.89 1 1.0 OA4 ; 010 1 OA4 1 ONO
Reach 1
-------------------------------------------------------------------------------------=---------------
1 '
Segment 1 1 0,401 5,00: 0.407 1 2.31 1 019 1 013 1 2AO 1 L791 OA4 1 010 ; OA4 1 0.00 1
Reach 2
-----------------------------------------------------------------------------------------------------
1
Segment 2 3.00: 57.001 0.443 1 012 1 030 1 001 :5035 ; 45,431 003 1 010 1 003 1 ONO 1
Reach 1 1 1 1
-----------------------------------------------------------------------------------------------------
Segment 3 1 4.00: 5.00: 0.431 1 2.39 1 019 1 013 1 222 1 1.901 OA4 1 0.30 1 0.44 1 0.00 1
Reach 1 1 1
-----------------------------------------------------------------------------------------------------
FIo CBOD NBOD 1 D.O.
c f s mg/1 1 mg/1 , mg/1
Segment- 1 Reach i
Waste 6.2OO ; 60.000 1 36.000 1 5.000
Headwaters ! 19.000 1 2.000 1 1 .000 1 7.440
Tributary 1 O.000 1 2.000 1 1 .000 1 7.4=4Cr
* Runoff 1 0.880 1 2.00O 1 1 .000 1 7.440
Segment 1 React.. 2
Waste 1 1 .317 1210.000 1 O.000 1 O.000
Tributary ; 0.000 1 2.000 1 1 .O00 1 7.440
Runoff 0 .83O 1 2.000 1 .000 7.440
Segment 2 Reach 1
Waste : 0.969 93.4O0 , 0.000 5.000
Headwaters : O.220 2.000 : 1 .000 7.440
Tributary 0.000 , 2.000 , 1 .000 1 7.44o
* Runoff 0.400 2.000 1 1 .000 1 7.440
Segment 3 Reach 1
Waste 0.000 0.000 0.000 , O.000
Headwaters: 0.000 1 2.000 1. .000 , 7.440
Tributary 1 0.000; 1 2.000 1 1 .000 1 7.440
Rtanoff 0.380 : 2.000 1 1 .O00 1 7.440

SUMMER
KINGS MTN. SOC RUN
SOC FLOW ADDED BOD=22
---------- MODEL RESULTS -----------
;charger : KINGS MOUNTAIN—PILOT BRANCH
:eiving Stream : BUFFALO CREEK.
a End D .O. is 5.40 mg/l .
End CBOD is 12.41 mg/l .
a End NBOD is 1. . 79 mg/l .
WLA WLA WLA
D❑ Min CBOD NBOD DO Waste Flow
(mg/1. ) Milepoint Reach # (mg/1 ) (mg/1 ) (mg/1 ) (mgd )
Iment 1 5.32 7.20 2
each 1 44 .00 18.00 0.00 3.89300 .
=ach 2 210. 00 0.00 0.00 0.85000
Iment 2 1. .38 0.00, 1.
=ach 1 83. tr
'r-_r 0.00 0.00 0.625100
Iment 3 5.33 2 .00 1
=ach 1 0.00 0.00 0.00 0.0000ir

* MODEL SUMMARY DATA #
O3ogO5
>charyer KINGS MOUNTAIN-PILOT BRANCSubbasin : a
:eiving Stream : BUFFALO CREEK. Stream Class: C
nmer 701O : 19.6 Winter 701O
sign Temperature: 25.
ILENSTW SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KN8
1 mile ! ft/mil fps 1 ft !design; 420' (design! a20' (design! 020' !design! a20' !
I-------------------------------------------------------------------------------------------------
! 1 1
ent 1 1 6.801 5.00! 0.397 1 2.19 ; 0.29 1 0.23 1 1.95 ; 1.751 0.44 1 0.30 1 0.44 1 0.00 1
.ach 1 : 1 1 1 '
-------------------------------------------------------------------------------------------------
1 ; 1 1 1 1 1
ent 1 1 0.401 5.001 0.418 1 2.30 1 019 1 00 1 2.05 1 1.841 OA4 1 0101 OA4 1 OAO 1
ach 2 ; 1 1 1 1
-------------------------------------------------------------------------------------------------
1 1 ! 1 ; i1
ent 2 1 3.001 57.001 0.443 1 0.52 1 0.90 1 0.71 150.65 ; 45.431 0,73 1 0.50 1 0.73 1 0.00 1
ach 11 1 1 ; 1
-------------------------------------------------------------------------------------------------
1 ! 1 1 !1
ent 3 1 4.001 5.001 0.442 1 2.38 1 019 1 013 1 2.17 1 1.941 0.44 1 0.30 1 0.44 1 0.00 1
ach 1 1 i 1 1 I ! 1
-------------------------------------------------------------------------------------------------
Flow 1 CBOD ; NBOD 1 D.O. 1
1 cfs mg/1 mg/1 1 mg/ 1
Segment: I Reach 1
Waste 1 6 . 034 1 44.000 1 1.8 .000 1 0.000
Headwaters ! 19.600 1 2.000 1 1 .000 1 7 .440
Tributary 1 0.000 1 0.000 1 O.O00 1 O.O00
* Runoff 1 0.880 1 2.000 I 1 .O00 1 7.440
Segment 1 Reach 2
Waste 1 1 .31.7 1210.O00 1 0.000 1 O.O00
Tributary 1 O.O00 1 O.000 1 0 .000 1 0.000
* Runoff 1 O.880 2.000 1 1 .000 1 7.440
Segment 2 Reach 1
Waste 1 0. 969 1 83.O00 1 O.000 1 0.000
2 ' 2 .O00 1 1 .000 1 7 .440
Tributary 1 0.000 1 0.00O 1 0.000 1 O.000
* Runoff 1 O.400 1 2.000 1 .O00 1 7.440
Segment 3 Reach J.
Waste . 1 0.0u00 O. 000 1 0.000 1 0.000
Headwaters ! 0.00O O.000 1 0.000 1 0.000
Tributary 1 O.O00 1 O. 000 1 0.000 1 0 .00O
* Runoff 1 0.880 1 2.O00 1 1 . 000 1 7.440
* Runoff flow is in cfs/mile

SUMMER
KINGS MTN. i BOD ALLOCATION
CBOD=2XBOD5
------------- MODEL RESULTS ----------
Discharger : KINGS MOUNTAIN-PILOT BRANCH
Receiving Stream : BUFFALO CREEV:
The End D.O. is 5. 14 mg/l .
The End C.:BOD is 15.99 mg/l .
The End NBOD is 0.45 mg/l .
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1 ) Mil.epoint Reach 44 (mg/1 ) (mg/1 ) (mg/1. ) (mgd )
Segment 1. 5.05 7.20 2
Reach 1 100.00 0„00 0.00 3.O0000
Reach 2 210.00 0.00 0.00 0.85000
Segment 2 5.45 0.00 1
Reach 1 83.00 0.00 5.00 0.62500
Segment 3 5.07 2.00 1.
Reach 1 0.00 0.00 0.00 0.00000

*## MODEL SUMMARY DATA
O3O9OS
Discharger : KINGS MOUNTAIN-PILOT BRANCSubbasin =@490
Receiving Stream : BUFFALO CREEK. Stream Class: C
Summer 701O . 19.6 Winter 7010
Design Temperature: 25.
!LENGTH! SLOPE! VELOCITY 1 DEPTH! Kd ! Kd ! Ka 1 Ka 1 KN ! KN 1 KNR ! KNR !
1 mile ! ft/mil fps : ft (design! 820° !design: d204 !design! 120' !design! 8201 !
-----------------------------------------------------------------------------------------------------
! ! ! i 1 ! !
Segment 1 ! 6.801 5.00! 0.382 1 2.18 1 0.29 ! 0.23 ! 1.88 ! 1.681 0.44 ! 0.30 1 0.44 ! 0.00 !
Reach 1
-----------------------------------------------------------------------------------------------------
! ! ! ! !
Segment 1 ! 0.401 5.001 0.405 ! 219 1 019 ! 013 1 119 1 E71 OA4 ! 0.30 1 OA4 1 0.00 !
Reach 2 !
-----------------------------------------------------------------------------------------------------
Segment 2 3.00! 57.001 0.443 ! 0.52 ! 0.90 ! 0.71 150.65 1 45.43! 0.13 1 0.50 1 0.73 1 0.00 !
Reach I ! ! ! ! ! ! ! ! ! !
----------------
! ! ! ! ! '
Segment 3 ! 4.001 5,001 0.430 1 217 1 019 1 013 1 2.11 1 LOT C44 ! 130 1144 ! 030 !
Reach 1 ! 1 ! ! 1 ! !
-----------------------------------------------------------------------------------------------------
1 Flaw CBOD NBOD D.O. !
! cfs 1 mg/l 1 mg/I 1 mg/l.
Segment 1 Reach 1
Waste 1 4 .650 ! 100.00O 0.+000 0.000
Headwaters ! 19.6O0 , 2.O00 1 1 .000 1 7 .440
Tributary 1 0.000 0.00O 1 0.000 O.O00
Runoff 1 0.880 1 2.000 1 1 .000 1 7.440
Segment I Reach 2
Waste 1 1 .317 1810.000 1 O.000 1 0.000
Tributary 1 0.000 1 O.000 1 0.000 , 0.000
* Runoff 1 O.880 , 2.000 1 1 .000 1 7.440
Segment 2 Reach 1
Waste 1 0.969 1 83 . O00 , 0.00O , 5.000
Headwaters ! 0.22O 1 2.000 1 .000 1 7.440
Tributary 1 O.000 1 0.O00 1 0.000 1 0.000
* Runoff 1 0.4OO ! 2.000 1 1 .000 , 7.440
Segment 3 Reach 1
Waste 1 0.000 0.00O- 1 0.000 1 0.000
Headwaters ! 0,000 1 0.000 1 0.000 1 0 .000
Tributary 1 0.000 1 0.000 , 0.000 , 0.00>
# Runoff 1 0.880 1 2.O00 ! 1 .000 , 7.440
# Run-?off flow is in cfs/rnile.,

SUMMER
KINGS «m sv m,
m: FLOW ADDED m+ao
a; # : Reach # : Se, + ; D.O. ; qoo ; mm ; mow :
! ! woo Gag 15.65 G m ewe
! , «eo 5.60 !a«e «91 25 .91
! ! 0.40 5.53 15.20 4.82 25.99
! ! 0.60 5.46 14.99 w' 26. 16
! ! 0.80 5.40 14. 76 4.64 26.34
! ! 1 .00 5.35 14 .55 4 .55 26.51
! ! 1 .20 5.30 w. m 4.47 a9
! ! cao 5.26 14 . 13 4.38 ewe
! ! 1 .60 5.22 13.93 4.30 27.04
! ! « 5. 19 13.73 4.22 27. 22
! C mm 5. 16 1333 « w ewq
! ! 2.20 5. 14 13.34 4.07 27.57
! ! 2.40 5. 12 13. 15 woo es
! ! cao w e !cam 3.92 27.92
! ! 6 m G 10 12. ; 3.95 28. 10
! ! «oo 5.09 12.61 3.7a ecz
! ! 3.20 5.08 12.43 3.72 29.45
! ! ±ao soe w.26 3.65 amp
! ! wao yoe 12.09 3.58 28.80
! ! Gm woe 11 . 92 3.2 mae
! ! 4.00 s.m 11 . 7 a »a 29. 15
! ! «20 5.09 11 so m#o 29.33
! ! «#o 5. 10 11 .44 3.34 29.51
! ! wao we eme a:e awq
! ! 4.80 5. 12 11 . 13 3.22 29.36
! ! 5.00 5. 13 10 ae 3. 16 30.03
! ! 5.20 5. 14 10.83 3. 11 30.21
! ! 5.40 5. 16 10.69 3. 05 30.99
! ! sao 5. 9 ma« mm 30.7
! ! a m 5. 19 10. aas 30.74
! ! w m 530 10.26 eao 30.91
! ! 6.20 wa !G a 2. 95 @ .m
! ! c 40 5.24 9 a9 m eo ace
! ! 6.60 5.26 9.86 R=s 31 .44
! ! seo wee 9.73 2.71 31 .62
! a 6.80 5.06 17.74 2. 60 32.
! a 7.00 : m4 17.51 e36 33. 11
! e «m Goe 17.28 2. 52 33.29
e ! 0.00 1 .38 68.01 0. 19 1 . 19
e ! «eo 5.20 g9 0. 23 1 .27
e ! 0.40 6 . 15 57 . 28 0.27 1 .35
e ! 0.60 6.42 as 0.31 1 .43
a ! 0.80 6 .54 48.94 0.34 1 .51
. e ! noo 6a1 45. 0.36 1 .59
a ! 1 .20 6 .67 42.30 0.32 1.
e . ! cwo 6. 39.4 «;o ! ws
a ! 1 .60 63= 36.90 0.42 ! ±a
e ! ueo 6a1 34.57 0.4 . 1 .91
e I c m 6. 85 &s m 45 1 .99
e ! meo age 30.51 0.46 2.07
e ! 2.40 6. 92 28.73 0.47 2. 15
e ! 2.60 6.95 zx; «m 2.2
e ! Eeo 6. 97 .m 0. 49 2.31
2 ! sm «00 zav «50 2.39
a ! moo 5. 15 17.75 2.38 35.63
a I «eo 5. 13 17.53 2.34 35 .95
a ! 0.60 5. 12 17.32 2. 31 .m
a ! 0.60 5. 10 17. 10 2.28 .m
a ! meo G m 16.90 2.24 36.38
3 1 1 .00 s m 16.69 2.21 36.56

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SUMMER
KINGS MTN. SOC RUN
SOC FLOW ADDED BOD=30
----------- MODEL_ RESULTS ------------
;charger : KINGS MOUNTAIN-PILOT BRANCH
:eiving Stream : BUFFALO CREEh::
-----------------------------------------------------------------------------
? End D.O. is 5. 1.7 mg/1 .
a End CBOD is 13.95 mg/l .
? End NBOD is 1 .78 mg/l .
WLA WLA WLA
I.)O Min CBOD NBOD DO Waste Flow
(mg/ 1 ) Milepoint Reach 4 (mg/1 ) (mg/1 ) (mg/1 ) (mgd )
)meat 1 5.()2 7.20 2
>ach 1. 60.00 18. 00 0.00 3 .89300
?ach 2 210.00 0.00 0.00 0.8500o
Iment 2 1 . 38 0.00 1
?ach 1 83. 00 0.00 0.00 0.62500
Iment 3 5.07 1 . 60 1.
?ach 1 0.00 0.00 0.00 0.00000

SUMMER
KINGS MTN. SOC RUN
CURRENT CONDITIONS BOD 22
---------- MODEL RESULTS ----------
KINGS MOUNTAIN-PILOT BRANCH
=eiving Stream BUFFALO CREEK
----------------------------------------------------------------------------------
e End D.O. is 5.52 mg/l .
• Enid CBOD is 11 .80 mg/l .
• End NDOD is 1 ..50 mg/l .
-----------------------------------------------------------------------------
WL.A WI---A WL.A
DO Min CBOD NDOD DO Waste Flow
mg/1. ) Milepoint Reach 4 (mg/1 ) (mg/1 ) (mg/1 ) (mgd )
3ment 1 5.53 7.. 2o 2
each 1. 44.00 18.00 0.00 3.04000
each 2 210. 00 0.00. 0.00 0 .85000
3ment 2 1. .38 0.00 1
each 1 83.00 0.00 0.00 0 .62500
gment 3 5.48 2. 40 1
each 1 0.00 0.00 0.00 0.00000

' ## MODEL SUMMARY DATA # ¢
03 oP�05
,charger : KINGS MOUNTAIN--PILOT BRANCSubbasin
:ei.ving Stream : BUFFALO CREEk; Stream Class: C
nmer 7010 : 19.5 Winter 7010
sign Temperature: 25.
1LEN8TW SLOPE! VELOCITY 1 DEPTH: Kd 1 Kd : Ka 1 Ka : KN : KN : KNR 1 KNR 1
: mile 1 ft/mi: fps ft Idesignl 0201 :design: 0201 ;design! 3201 :design! 8201 :
-------------------------------------------------------------------------------------------------
! ! 1 !
ent 1 ! 6.80: 5,00: 0.383 1 2.18 1 0.29 1 0.23 1 1.88 1 1.691 0.44 1 0.30 1 0.44 1 0.00 1
ach 1 1 i 1 ! i i 1
-------------------------------------------------------------------------------------------------
i i
ent 1 1 0.401 5.001 0.406 1 2.29 1 019 1 013 ! 119 1 1.791 OX 1 010 1 OA4 1 000 1
ach 2 1 1 1 1 1 1 i
-------------------------------------------------------------------------------------------------
ent 2 1 3.001 57.001 0.443 1 0.52 1 0.90 1 0.71 :50.65 1 45.43: 0.73 1 0.50 1 0.73 1 0.00
ach 1 i1 1 1 1
-------------------------------------------------------------------------------------------------
ent 3 1 4.00: 5.001 0.430 1 2.37 019 1 013 1 2.11 1 KH: OA4 1 OAO 1 OA4 1 0.00 I
ach 1 1 1 1 1 i i 1
-------------------------------------------------------------------------------------------------
Flow 1 CE40D NBOD 1 D.O.
1 cfs mg/l 1 mg/1 1 mg/1 1
Segment; i Reach 1.
Waste 1 4.7.12 44. 000 1 18.000 1 0.000
Headwaters ! 19.600 1 2.000 1 1 .000 1 7.440
Tributary 1 0.000 1 0.000 1 0.00+0 1 0.000
Runoff 1 0.880 1 2.000 1 1 .000 1 7.440
Segment 1 Reach 2
Waste 1 1 .31.7 1210.000 0 , 000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0,000
* Runoff 0.880 1 2.000 1 1 .000 1 7.440
Segment 2 Reach 1
Waste 1 0.969 1 83.000 0.000 1 0.000
Headwaters ! 0.220 1 2.000 1 1 .000 1 7.440
Tributary : 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.400 1 2.000 1 1 .000 1 7.440
Segment 3 Reach :1
Waste 1 0. 000 1 0.000 1 0.000 1 0.000
Headwaters ! 0.000 1 0,000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
k Runoff 1 0.880 1 2.000 1 1 .000 1 7.440
Runoff flow is in cfs/mile