NC0020664_Wasteload Allocation_19940420

NPDES DOC /WENT SCANNING COVER SHEET
Permit:
NC0020664
Spindale WWTP
NPDES
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:
April 20, 1994
This document is printed oa reuse paper - ignore any
court -teat on the resrerse side

E
FROM: Preston Howard, Director
Division of Environmental Management
TO:
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/
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P rt . A co pci 5 h r(
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yrs Celt h'
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yecomoer ctfion- u'
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Date:o ~� T
APR 25 1994
,;
Pait
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Subject: ��/0✓.�� [.&-- ^/
7?17- / JT
North Carolina Department of Environment,
Health, and Natural Resources

DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
Environmental Sciences Branch
March 17, 1994
TO: Preston Howard, Jr., P.E.
Director, Division of Environmental Management
From: Ken Eagleson
Assistant Water Quality Section Chief,
for Environmental Sciences
Subject: Recommendation of the Hearing Officer regarding Issuance of
NPDES No. NC0020664 for the Spindale Waste Water
Treatment Plant
Background
The Town of Spindale has applied for a new NPDES permit which will
allow continued discharge of 6.0 MGD extended aeration wastewater into
Hollands Creek and after receiving an Authorization to Construct to
relocate the outfall to Catheys Creek. Both Creeks are located in the
Broad River Basin in Rutherford County and both are classified as Class
Five Water Supply Watersheds. Hollands Creek, which now includes the
Spindale discharge, is a tributary to Catheys Creek. The proposed
alternative discharge point is immediately below the confluence of these
two creeks. This means that the point of the proposed discharge already
includes the Spindale wastewater. The wastewater travels approximately
2.5 river miles until it reaches the Second Broad River. These discharge
locations may be viewed in Figure One.
The Town of Spindale has intermittently failed to meet the Whole
Effluent Toxicity Limitation within its current permit. In March of 1992,
this Division sent a letter to the Town suggesting that the pending NPDES
permit renewal include the request for a second outfall discharge option
to Catheys Creek. The new location would have a higher low flow stream
volume and therefore have less stringent effluent limitations. Most
effluent limitations proposed for the existing discharge point would be
increased by slightly more than two times in the Catheys Creek location.
Flow volumes would be 6 MGD at both locations. This indicates that total
loadings would be significantly increased although the limits were
derived to protect water quality as required by regulation .
A review of Whole Effluent Toxicity (WET) reduction efforts
indicates that the Town of Spindale is currently meeting the requirements

under its NPDES for WET. The sudden ability to comply with the WET
limits coincides with Tultex removing its discharge to the WWTP.
The wastewater is comprised of approximately 85% domestic and 15%
industrial. Industrial contributors are classified as textile and metal
finishing. *****. check this out as fact sheet and WLA fact sheet are
contradictory.
While reviewing the proposed NPDES Permit I identified an
additional issue that was not directly addressed by the concerned citizens
who requested the Public Meeting. The Second Broad is the source for
several drinking water withdrawals. This use competes with its use as
the receiving stream for wastewater discharge. The permit as currently
drafted does not reflect the true stream volume at the proposed point of
discharge. The true low flow stream volume was not know until the Water
Quality Sectiqn reviewed as Environmental Assessment on a Water
Treatment Plant Expansion for Forest City. In mycapacity as Hearing
reat p Y P Y
Officer, I asked that a new wasteload allocation be prepared using the
actual 7Q10 value for the Second Broad River. DEM's models predict Water
Quality Violat'ons for Dissolved Oxygen within the Second Broad under the
proposed permit.
On ******* you assigned me as Hearing Officer with regard to the
issuance of this proposed permit. The hearing was held on February
******* in the ******* in the Town of Spindale. This memorandum
summarizes t e public comment and provides my recommendation.
Public Hearing
There were 29 people in attendance at the Public Hearing. Five
people spoke and 6 written comments were received. Most individuals
who spoke were concerned with what they described as an overall
deterioration of the water related environments not only in the waste
receiving tributaries but also and in some instances more importantly the
Second Broad River itself. While there were only a limited amount of
speakers, most emphasized the issues of degraded fish populations
(including frequent presence of sores on the flesh) , color, foaming and
bacterial pop lations. The Textile Manufacturing Association was present
and did offer comments. Their comments indicated support for the
proposed NPDES permit as Drafted. I have also received letters of support
from the foll wing industries located near the Town of Spindale:
Stonecuter M Its Corporation, The New Cherokee Corporation, Spring Ford
Knitting Co., Elmore -Pisgah Inc. and Mastercraft Corporation.
At the earing I was presented with photographs that were labeled
as Holland Crieek below the WWTP discharge. The photographs were
presented to demonstrate problems with foaming and color. My inspection
of the photographs clearly identified heavy foaming but I was unable to
clearly see a color problem from the photographs although this is very
difficult to capture in a photograph. My inspection of Hollands Creek on
the day of the hearing. at the first road crossing below the WWTP did not
identify a foaming condition. The residents presented this condition as
frequent but intermittent, however.

My Brapch performed a biological survey on the stream above and
below the Spindale WWTP discharge in April, 1988. At this time, we had
documented a decline in water quality as reflected by benthic
macroinvertebrates with downstream conditions being rated as Poor while
upstream conditions were rated as Good/Fair. Field notes at that time
indicated that the water was very dark with lots of suspended solids.
Since that study a pretreatment program has been put in place by the
Town. I do of have any biological information on the drainage since that
time.
During he public meeting, Steve Reid of the Asheville Regional
iv
Office presented an overview of the objectives and responsibilities that
this agency holds with regard to managing the many, and sometimes
conflicting uses of this small but heavily utilized watershed. • Most
speakers tha opposed the relocation, also acknowledged that there should
be a compromise solution that protects the natural resources without
penalizing the local economies.
Recommendations of the Hearing Officer
In my review of this permit issuance, it is my finding that the
permit should be issued as drafted with the following modifications:
1.) Based on the new information regarding 7Q10 stream flows in the
Second Broad the parameters of BOD5 and NH3-N should be reduced. The
new limits for Summer should be:
BOD5 19.5 25.5 MG/L
NH3-N 1 2 10 MG/L Do ` -37(
These revised limits are predicted to cause a minimum Dissolved Oxygen
level of 5.08 MG/L, 1.6 miles below the J.C. Cowan's outfall. Winter limits
might also bei calculated but the Winter 7Q10 was not available at the
time of this report. The request for this data has been made and will be
available in the near term.
A review of he compliance monitoring information for the period 92/08
to 93/07 (attached) indicates that the facility should be able to comply
with these limitations.
2.) The permit should be issued with all parameters as proposed,
exclusive of recommendation #1. These components, by my review have
been allocated in accordance with our water quality standards.
3.) The Environmental Sciences Branch should conduct a comprehensive
assessment of conditions both biological and chemical as requested by,
and in cooperation with the Asheville Regional Office. This study would
be designed to characterize the existing environmental conditions so that
this regulatory agency and the concerned citizens and environmental
groups will be able to discuss the sometimes conflicting uses of the
Second Broad River basin resources with a complete and accurate
description of existing conditions.

4.) Future water withdrawals as have already been proposed from areas of
the Second Broad basin should be carefully addressed so that other uses of
the watershed for wastewater discharge may be appropriately considered.
The Spindale NPDES Permit contains a Limitation Reopener Condition that
allows the DEM to alter the limits for oxygen consuming wastes should
water quality standard violations be documentede U Pr-)— 1
5.) All interacting WWTP discharges within the segments where 7Q10
estimates have been revised should be reallocated at the new 7Q10 when
their permits come up for renewal. You should be aware that the
assimilative apacity for oxygen consuming wastes within this Second
Broad basin is at or very near levels capable of meeting water quality
standards for dissolved oxygen. Industrial and Municipal Officials within
the basin should also be aware that when assimilative capacities are at a
maximum then the actions of one Permit holder are often influenced by the
requirements of another. Future expansions or modifications of NPDES
permits or water withdrawals must be addressed by this agency in a
comprehensife manner. It is imperative that these issues be well
documented and analyzed in the Basinwide Planning document to be
developed in the 1995 management proposal.
Should you have any questions or comments regarding my
recommendations please feel free to contact me at any time.

DIVISION OF ENVIRONMENT MANAGEMENT
March 17, 1994
MEMORANDUM
TO: Randy Kepler
THRU: Ruth Swanek +�c•S
Carla Sanderson
FROM: Jacquelyn M. Nowell 41114\
SUBJECT: Rescission of Monitoring Requirement for Tetrachloroethylene
Town of Spindale
NPDES Permit No. NC0020664
Rutherford County
The Instream Assessment Unit has reviewed the request from the subject facility.
The monitoring requirement for tetrachloroethylene was recommended in the wasteload
allocation completed April 2, 1990. The Environmental Defense Fund had submitted data
to EPA showing Stonecutter Mill as the source of this chemical, with a loading of 32,000 -
51,000 lbs/year. The data from Spindale's 1990-93 APAMs indicates that
tetrachloroethylene is no longer present in detectable levels. In addition, Stonecutter Mills
states that the chemical is longer used in their textile process. After consultation with Tom
Poe of Pretreatment on whether other dischargers may have the chemical in their
wastewater, we recommend that effluent monitoring for tetrachloroethylene be
discontinued.
If there are additional questions, please contact me.
cc: Dave Goodrich
Forrest Westall
WLA File

gcarn Of Spine/a&
�Q. Bax �s6
leg 47floystsy Saga
4iindat dv� ems► 2,81eo
MAYOR
RAY W. W!lSCN
28:"3dbd
March 3, 1994
Randy Kepler
DEHNR
Division of Envioronmental Management
P.O. Box 29535
Raleigh, N.C. 27 26-0535
Subject: Tetrachloroethylene Monitoring, Permit #NC0020664
Dear Mr. Kepler:
COMMISSIONERS
CHARLES DAVIS
8C8 9'Y
SIEVE RUFF
MARK SUMMEY
NANCY WAXER
Please find enclosed a letter from Stonecutter Mills which states that they stopped
using tetrachloroethylene in 1990. Also, please find enclosed results for the past
3 years which are as follows:
3-15-91 44.005 mg/1
6-1-92 < .005 mg/1
3-8-93 <.005 mg/1
We request removal of this monitoring for this parameter. Your consideration is
appreciated.
cf: Chuck Nance
Jim Reid
Kim Warner
Sincerely,, Ach
96**,4.,
Ronnie S. Pack
Superintendent, WWTP
CJ1

A. Purgeable (Volatile Organic) Fraction, EPA Method
Number of chemicals detected in Fraction
Fraction STORET Number 84085
STORET
Number
34210
34215
32101
32104
32102
34301
34576
32106
34418
32105
34496
34501
34546
Compound
Acroiein
Duantitation
Limit Target
8240
Ouantitation
Limit'
Concentration
Detected
Brom •dichloromethane
Bromoform
(ugl1)
100
5
5
Brom • methane
Carb
•
n tetrachloride
Chlo obenzene
Chloroethane
2-Chloroethyi vinyl ether
Chloroform
Chlo
omethane
Oibr' mochloromethane
1
,
1
-O',icnloroethane
1,2-D,ichloroethane
1,1-Oichioroethyiene
tran$-1.2-Dicnioroethylene
Imam
NIEMI
34704
34699
34371
34516
34475
34506
34511
39180
34488
39175
ichloropropane
cis 1,3-Dichloropropene
trans 1.3-Dichloropropene
Ethylbenzene
Methylene chloride
1.1,2.2-Tetrachioroethane
Tetrachloroethylene
1,1,1-Trichloroethane
1,1. -Trichloroethane
Trichloroethylene
Triphiorofluromethane
Vinyl chloride
(u911)
50
4.3
0
10
6
10
10
5
10
5
5
4.0
(ugll)
ND (2)
Page 2 of 9
GC/MS
Confirmation?
No
IMO
ND
11.11111111-
-11111111
trb
sl��
7.1
3.8
2.5
4.1
6.3
4.5
4.7
3.0
4.4
3.9
ND
ND
5
6.5*
5
8
7
3.7
3.0
1.4
2.1
4.2
10*
2.5
2.2
4.3
5
3.1
5
10
10
10
6.0
ND
ND
ND
ND
4
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND (2)
ND
•
If different from quantitation limit target
* Matrix inter erence in sample exceeded required quantitation limit.
as not detected based on manual chromatogram inspection and theoretical quantitation
(2) Value report Lo
limit. crt

Purgeable (Volatile Organic) Fraction, EPA Method 624
,umber of chemicals detected in Fraction
Fraction STORE' Number 84085
STORE'
Number
Compound
Quantltation
Limit Target
Quantitation
Limit'
Page 2 of 9
Concentration GCIMS
Detected Confirmation?
1. Pollutants to de anaiyzed for.
(ugll)
(ugll)
(ugl1)
Yes 1 No
34210
�►crotein I 100
I
34215 I Ac:yionitrile I 100
34030 1 Benzene 1 5
32101 ! 3romodichioromethane i
32104 1 3romoforrn ! 5
e I 10 ! { <10
24413 1 3romo
Carbon tetracnIonde ! 5
ChlorobenZene 1
Chloroethane i 10
2-Chloroelhyl vinyl ether I 10
Chloroform! ! 5
Chioromethane I 10
Oibromocrloromethane 1 5
2.4495 i 1,1-Dichldroethane t
5
34531 I 1,2-Oich lo'IIroethane
34501 1 1.1-Oichidroethylene
34546 trans- l .2-ichloroethyiene I Y
34541 ► 1.2-Oichl roorooane ! 6 ! 5 I <5 34704 1 cis 1,3-Oionloroorooene 1 5 ( <5 X 1
99 + :rans 1.3-Oicnioroorooene 5 1 'S 1 x
Ja6�., <5 I X
3471 I Ethyiben ene <5 1 X
34423 1 Methylene chloride I
34516 1,1.2.2•Tetrachloroethane 7 I '-5 1 `-
/ V I
3447 5 ( T etrachto; Oethyiene 5 (' T 1
� i 5 I X
34010 ! Toluene 6 <5 I
34506 1 1.1,1-Trictiioroethane 5
34511 1,1.2-Trictiloroethane 5 1 <5 1 X
., I 39180 1 T richlorogthylene 5 i <5
34488 1 T richlorotlurornethane 1 10 I_ < h
1 I
39175 I Vinyl chloride I 10 1 1 <10
32102
34301
34311
34576
32106
34418
32105
1
5n
50
/Sn
<50
iS
/5
x
X
melba
• if different from quanitation limit target
J
8
5
5
5
5
5
<5 1 X
<10 I X l
<5 1 X 1
i I �
z n 1
x
<5 1 X
<5 I X

A. Purgeable (Volatile Organic) Fraction, EPA Method 624
Number of chemicals detected In Fraction
Fraction STORET Number 84085
STO R ET
Number
Compound
1. Pollutants to be anaI'zed for.
34210 Acrolein
34215 Acrylonitirile
34030 Benzene
32101 1 Bromodlchioromethane
32104 1 Bromofojrm
34413 { Bromomethane
32102 1 Carbon tetrachloride
34301
Chlorobenzene
34311 Chloroethane
34576 2-Chlor+hyi vinyl ether
32106 Chloroform
34418 r Chioron ethane
32105 Olbromgchtoromethane
34496 1,1 Olch�oroethane
34531 1,2 01chloroethane
34501 1,1-01ct Ioroethytene 5
34546 trans-1,2-Oichloroethylene 34541 1,2-Oictiloropropane 6 6
34704 cis 1,3-01chloropropene 5
34699 trans 1,3.Oichloropropene 34371 Ethylbenzene 8 8
34423 Methylene chloride 5
34516 1,1,2,2-Tetrachloroethane 34475 Tetract)loroethylene 5 5
34010 Toluene 5
34506 1,1,1-T�lchloroethane 5
34511 1,1,2-Trtchloroethane 5
39180 TrichlOroethylene
Page 2 of 9
Quantitatfon Quantltatlon Concentration
Confirmation?
tSon?
Limit Target Limit'
(ug11)
100
100
5
5 <L
<QLT X
(u911) (ugl1) Yes No
5
10
5
6
10
10
5
10
5
5
5
34488 1 Trichlorofiuromethane
39175 I Vinyl 6hloride
• If different from quiantitation limit target
5
10
10
<OLT X
<QLT X
<QLT
<QLT X
<OLT X
<QLT X
<OLT X_
<OLT X
<QLT X
<QLT X
<OLT X
<OLT X
<QLT X
<OLT X
<OLT X
<QLT X
<OLT X
<OLT X
<QLT X
<QLT X
<O LT X
<OLT X
<QLT X
<QLT X
<QLT X
<QLT X
<OLT 1 X
<QLT i X

STONECUTTER MILLS CORPORATION
P.O. BOX 157
SPINDALE, NORTH CAROLINA
28160
KVA e. WARNER
cNRt ENCOMIA
February 24, 1994
Mr. Chuck Nance
Town of Spindale
103 Reveley Street
Spindale, NC 28160
Dear7r. Nance:
Stonecutter Mills Corporation discontinued use of
tetrachloraethylene prior to January, 1990. We do not
plan .o use this chemical in our process in the future.
Sincerely,
Kim B. Warner
cb
pc: Ronnie Pack✓

Discharger
Receiving Stream
SUMMER
2ND BRD DSCHGRS @ EX. LIMITS,
WTP @ 12 MGD
MODEL RESULTS
: SECOND BROAD DISCHARGERS
: HOLLANDS/CATHEYS/2ND BROAD RIVER
The End D.O. is
The End CBOD is
The End NBOD is
7.82 mg/1.
5.31 mg/l.
2.18 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
WLA WLA WLA
CBOD NBOD DO Waste Flow
Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
3.49 9.80 4
7
.38 0.00 1
60.00
0.00
0.00
60.00
84.60
45.00
45.00
0.00
224.10
58.50 6.00 6.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
76.00 6.00 4.25000
9.00 6.00 2.50000
90.00 0.00 0.01800
90.00 0.00 0.00700
0.00 0.00 0.00000
0.00 0.00 1.75000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : SECOND BROAD DISCHARGERS Subbasin : 030802
Receiving Stream : HOLLANDS/CATHEYS/2ND BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 3.5 Winter 7Q10 : 4.5
Design Temperature: 25.0
(LENGTH( SLOPE( VELOCITY 1 DEPTH) Kd 1 Kd I Ka 1 Ka 1 KN 1
I mile I ft/mil fps I ft (design) @201/2 Idesign l @20, Idesign'
Segment 1 1 .101 23.501 0.915 10.98 10.70 1 0.56 131.17 1 27.961 0.73
Reach 1 1 I I I I I I I I
Segment 1 1 1
Reach 2 I
I 1 I 1 I 1 I I
.801 11.801 0.687 11.59 10.39 1 0.31 17.95 I 7.131 0.44
I I I I I I 1 I
Segment 1 I 4
Reach 3 1
I 1 1 I I 1 I I
.901 4.001 0.394 12.46 1 0.28 1 0.22 11.55 I 1.391 0.44
1 I 1 1 1 I I
Segment 1 1 2
Reach 4 1
I I 1 1 1 1 1 I
.001 5.001 0.487 12.48 10.29 10.23 1 2.39 I 2.141 0.44
I I I 1 I I I I
Segment 1 I 4
Reach 5 1
I 1 1 1 I 1 1 I
.801 5.001 0.526 12.55 10.29 10.23 12.58 I 2.311 0.44
I I I I I I I• I
Segment 1 I 0
Reach 6 1
I I
.401 5.001 0.532 2.58 0.29 0.23 2.61 2.34 0.44
I I
Segment 1 I 0
Reach 7 1
I 1 I 1 1 1 I
301 5.001 0.533 12.59 10.29 10.23 12.61 I 2.341 0.44
I 1 I I 1 I 1 I
I 1 I I 1 1 1 1 I
Segment 1 I 7.201 13.301 0.719 12.29 10.36 10.29 19.38 I 8.411 0.44
Reach 8 1 I I I I I I 1 I
Segment 1 I 1
Reach 9 1
I 1 1 1 I 1 1 I
501 13.301 0.757 1 2.34 10.36 10.29 19.87 I 8.851 0.44
I I I I I I 1 I
Segment 2 I 1
Reach 1 I
I I I 1 1 I I I
00I 15.O0I 1.595 13.82 10.40 1 0.32 I23.47 1 21.051 0.44
I I 1 1 I I I I
I Flow 1 CBOD 1 NBOD 1 D.O. I
1 cfs I mg/1 1 mg/1 1 mg/1 1
Segment 1 Reach 1

Waste
Headwaters
Tributary
* Runoff
Segment 1
Waste
Tributary
* Runoff
Segment 1
Waste
Tributary
* Riinoff
9.300 160.000 1 58.500 I 6.000
3.500 1 2.000 I 3.000 1 7.440
0.000 I 2.000 I 3.000 i 7.440
0.680 I 2.000 I 3.000 1 7.440
Reach 2
1 0.000
111.800
I 0.680
0.000
2.000
2.000
0.000
3.000
3.000
0.000
7.440
7.440
Reach 3
0.000 0.000 0.000 0.000
7.400 2.000 3.000 7.440
0.740 2.000 3.000 7.440
Segment 1 Reach 4
Waste 1 6.588 160.000 176.000 1 6.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 7.440
Segment 1 Reach 5
Waste 1 3.875 184.600 I 9.000 1 6.000
Tributary 1 0.000 I 2.000 1 3.0001 7.440
* Runoff I 0.740 1 2.000 I 3.000 I 7.440
Segment 1 Reach 6
Waste 1 0.028 1 45.000 190.000
Tributary 1 0.000 1 2.000 I 3.000
* Ru off I 0.740 1 2.000 1 3.000
0.000
7.440
7.440
Segment 1 Reach 7
Waste I 0.011 1 45.000 190.000 I 0.000
Trib}ltary 1 0.000 I 2.000 1 3.0007.440
* Runoff 1 0.740 I 2.000 I 3.000 1 7.440
Segment 1 Reach 8
Waste I 0.000
Tributary I 0.000
* Ruiioff 1 0.740
0.000
2.000
2.000
0.000
3.000
3.000
0.000
7.440
7.440
Segment 1 Reach 9
Waste 1 2.712 1224.100 I 0.0001 0.000
Tribtary 1 0.000 1 2.000 I 3.000 1 7.440
* Runoff 1 0.740 I 2.000 I 3.000 7.440
Segm nt 2 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 287.000
* Runoff 0.000
0.000
2.000
2.000
2.000
0.000
1.000
1.000
1.000
0.000
7.440
7.440
7.440

I 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 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
SUMMER
2ND BRD DSCHGRS @ EX. LIMITS
iWTP @ 12 MGD
I Seg Mi I D.O. I CBOD I NBOD I Flow I
0.00 6.39 44.14 43.32 12.80
0.10 6.37 43.71 42.90 12.87
0.20 6.36 43.29 42.48 12.94
0.30 6.35 42.87 42.07 13.00
0.40 6.35 42.46 41.66 13.07
0.50 6.35 42.06 41.26 13.14
0.60 6.36 41.65 4'0.86 13.21
0.70 6.37 41.26 40.47 13.28
0.80 6.38 40.87 40.08 13.34
0.90 6.39 40.48 39.70 13.41
1.00 6.40 40.10 39.32 13.48
1.10 6.41 39.72 38.94 13.55
1.10 6.89 22.16 22.21 25.35
1.20 6.83 22.03 22.07 25.42
1.30 6.77 21.90 21.94 25.48
1.40 6.72 21.77 21.80 25.55
1.50 6.67 21.64 21.66 25.62
1.60 6.63 21.52 21.53 25.69
1.70 6.59 21.39 21.40 25.76
1.80 6.55 21.27 21.27 25.82
1.90 6.52 21.14 21.13 25.89
2.00 6.49 21.02 21.00 25.96
2.10 6.46 20.90 20.87 26.03
2.20 6.44 20.78 20.75 26.10
2.30 6.42 20.66 20.62 26.16
2.40 6.40 20.54 20.49 26.23
2.50 6.39 20.42 20.37 26.30
2.60 6.37 20.30 20.24 26.37
2.70 6.36 20.18 20.12 26.44
2.80 6.35 20.07 20.00 26.50
2.90 6.34 19.95 19.88 26.57
2.90 6.58 16.04 16.20 33.97
3.00 6.44 15.94 16.06 34.05
3.10 6.31 15.84 15.92 34.12
3.20 6.19 15.74 15.79 34.19
3.30 6.07 15.65 15.65 34.27
3.40 5.95 15.55 15.52 34.34
3.50 5.84 15.45 15.39 34.42
3.60 5.73 15.36 15.26 34.49
3.70 5.63 15.26 15.13 34.56
3.80 5.53 15.17 15.00 34.64
3.90 5.43 15.08 14.87 34.71
4.00 5.34 14.98 14.74 34.79
4.10 5.25 14.89 14.62 34.86
4.20 5.16 14.80 14.49 34.93
4.30 5.08 14.71 14.37 35.01
4.40 5.00 14.62 14.25 35.08
4.50 4.93 14.53 14.13 35.16
4.60 4.85 14.44 14.01 35.23
4.70 4.78 14.35 13.89 35.30
4.80 4.72 14.27 131.77 35.38
4.90 4.65 14.18 13.66 35.45
5.00 4.59 14.09 13.54 35.53
5.10 4.53 14.01 13.43 35.60
5.20 4.48 13.92 13.32 35.67
5.30 4.43 13.84 13.20 35.75

' i 3 5.40 4.38 13.75 13.09 35.82
1 3 5.50 4.33 13.67 12.98 35.90
1 3 5.60 4.28 13.59 12.87 35.97
1 3 5.70 4.24 13.51 12.77 36.04
1 3 5.80 4.20 13.42 12.66 36.12
1 3 5.90 4.16 13.34 12.55 36.19
1 3 6.00 4.12 13.26 12.45 36.27
1 3 6.10 4.09 13.18 12.35 36.34
1 3 6.20 4.05 13.10 12.24 36.41
1 3 6.30 4.02 13.03 12.14 36.49
1 3 6.40 3.99 12.95 12.04 36.56
1 3 6.50 3.96 12.87 11.94 36.64
1 3 6.60 3.94 12.79 11.84 36.71
1 3 6.70 3.91 12.72 11.74 36.78
1 3 6.80 3.89 12.64 11.64 36.86
1 3 6.90 3.87 12.56 11.55 36.93
1 3 7.00 3.85 12.49 11.45 37.01
1 3 7.10 3.83 12.41 11.36 37.08
1 3 7.20 3.81 12.34 11.26 37.15
1 3 7.30 3.80 12.27 11.17 37.23
1 3 7.40 3.78 12.19 11.08 37.30
1 3 7.50 3.77 12.12 10.99 37.38
1 3 7.60 3.76 12.05 10.90 37.45
1 3 7.70 3.75 11.98 10.81 37.52
1 3 7.80 3.74 11.91 10.72 37.60
1 4 7.80 4.08 19.08 20.45 44.19
1 4 8.00 3.98 18.88 20.17 44.33
1 4 8.20 3.89 18.69 19.89 44.48
1 4 8.40 3.81 18.50 19.62 44.63
1 4 8.60 3.75 18.31 19.35 44.78
1 4 8.80 3.69 18.13 19.08 44.93
1 4 9.00 3.63 17.94 18.82 45.07
1 4 9.20 3.59 17.76 18.56 45.22
1 4 9.40 3.55 17.58 18.30 45.37
1 4 9.60 3.52 17.40 18.05 45.52
1 4 9.80 3.49 17.23 17.81 45.67
1 5 9.80 3.69 22.50 17.12 49.54
1 5 10.20 3.62 22.08 16.69 49.84
1 5 10.60 3.57 21.66 16.27 50.13
1 5 11.00 3.53 21.26 15.86 50.43
1 5 11.40 3.52 20.86 15.47 50.72
1 5 11.80 3.52 20.47 15.08 51.02
1 5 12.20 3.53 20.09 14.71 51.32
1 5 12.60 3.55 19.72 14.35 51.61
1 5 13.00 3.58 19.36 13.99 51.91
1 5 13.40 3.62 19.00 13.65 52.20
1 5 13.80 3.66 18.65 13.31 52.50
1 5 14.20 3.71 18.31 12.98 52.80
1 5 14.60 3.77 17.97 12.67 53.09
1 6 14.60 3.77 17.99 12.71 53.12
1 6 14.64 3.77 17.95 12.68 53.15
1 6 14.68 3.78 17.92 12.65 53.18
1 6 14.72 3.79 17.89 12.61 53.21
1 6 14.76 3.79 17.85 12.58 53.24
1 6 14.80 3.80 17.82 12.55 53.27
1 6 14.84 3.80 17.79 12.52 53.30
1 6 14.88 3.81 17.76 12.49 53.33
1 6 14.92 3.82 17.72 12.46 53.36
1 6 14.96 3.82 17.69 12.43 53.39
1 6 15.00 3.83 17.66 12.40 53.42

' ' ' 1 7 15.00 3.83 17.66 12.42 53.43
1 7 15.10 3.85 17.58 12.34 53.50
1 7 15.20 3.86 17.50 12.27 53.58
1 7 15.30 3.88 17.42 12.19 53.65
1 8 15.30 3.88 17.42 12.19 53.65
1 8 15.40 4.12 17.35 12.13 53.72
1 8 15.50 4.35 17.28 12.07 53.80
1 8 15.60 4.56 17.20 12.02 53.87
1 8 15.70 4.75 17.13 11.96 53.95
1 8 15.80 4.93 17.06 11.90 54.02
1 8 15.90 5.10 16.98 11.85 54.09
1 8 16.00 5.25 16.91 11.79 54.17
1 8 16.10 5.39 16.84 11.73 54.24
1 8 16.20 5.52 16.77 11.68 54.32
1 8 16.30 5.65 16.70 11.62 54.39
1 8 16.40 5.76 16.63 11.57 54.46
1 8 16.50 5.86 16.56 11.51 54.54
1 8 16.60 5.96 16.49 11.46 54.61
1 8 16.70 6.05 16.42 11.40 54.69
1 8 16.80 6.13 16.35 11.35 54.76
1 8 16.90 6.20 16.28 11.30 54.83
1 8 17.00 6.28 16.21 11.24 54.91
1 8 17.10 6.34 16.14 11.19 54.98
1 8 17.20 6.40 16.07 11.14 55.06
1 8 17.30 6.46 16.00 11.08 55.13
1 8 17.40 6.51 15.94 11.03 55.20
1 8 17.50 6.56 15.87 10.98 55.28
1 8 17.60 6.61 15.80 10.93 55.35
1 8 17.70 6.65 15.74 10.88 55.43
1 8 17.80 6.69 15.67 10.83 55.50
1 8 17.90 6.72 15.60 10.78 55.57
1 8 18.00 6.76 15.54 10.72 55.65
1 8 18.10 6.79 15.47 10.67 55.72
1 8 18.20 6.82 15.41 10.62 55.80
1 8 18.30 6.85 15.34 10.57 55.87
1 8 18.40 6.87 15.28 10.52 55.94
1 8 18.50 6.90 15.22 10.48 56.02
1 8 18.60 6.92 15.15 10.43 56.09
1 8 18.70 6.94 15.09 10.38 56.17
1 8 18.80 6.96 15.02 10.33 56.24
1 8 18.90 6.98 14.96 10.28 56.31
1 8 19.00 7.00 14.90 10.23 56.39
1 8 19.10 7.02 14.84 10.19 56.46
1 8 19.20 7.03 14.78 10.14 56.54
1 8 19.30 7.05 14.71 10.09 56.61
1 8 19.40 7.06 14.65 10.04 56.68
1 8 19.50 7.07 14.59 10.00 56.76
1 8 19.60 7.09 14.53 9.95 56.83
1 8 19.70 7.10 14.47 9.90 56.91
1 8 19.80 7.11 14.41 9.86 56.98
1 8 19.90 7.12 14.35 9.81 57.05
1 8 20.00 7.13 14.29 9.77 57.13
1 8 20.10 7.14 14.23 9.72 57.20
1 8 20.20 7.15 14.17 9.68 57.28
1 8 20.30 7.16 14.11 9.63 57.35
1 8 20.40 7.17 14.05 9.59 57.42
1 8 20.50 7.18 14.00 9.54 57.50
1 8 20.60 7.19 13.94 9.50 57.57
1 8 20.70 7.19 13.88 9.46 57.65
1 8 20.80 7.20 13.82 9.41 57.72

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
I Seg # 1
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
1
1
1
1
1
1
1
1
1
1
1
Reach
20.90
21.00
21.10
21.20
21.30
21.40
21.50
21.60
21.70
21.80
21.90
22.00
22.10
22.20
22.30
22.40
22.50
22.50
22.60
22.70
22.80
22.90
23.00
23.10
23.20
23.30
23.40
23.50
23.60
23.70
23.80
23.90
24.00
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
I Seg Mi I
7.21 13.76 9.37
7.22 13.71 9.33
7.22 13.65 9.28
7.23 13.59 9.24
7.23 13.54 9.20
7.24 13.48 9.15
7.25 13.43 9.11
7.25 13.37 9.07
7.26 13.32 9.03
7.26 13.26 8.99
7.27 13.21 8.95
7.27 13.15 8.91
7.28 13.10 8.87
7.29 13.04 8.82
7.29 12.99 8.78
7.30 12.94 8.74
7.30 12.88 8.70
6.98 22.17 8.32
6.99 22.08 8.29
7.00 21.99 8.25
7.00 21.91 8.21
7.01 21.82 8.18
7.02 21.73 8.14
7.02 21.64 8.11
7.03 21.56 8.07
7.04 21.47 8.04
7.04 21.39 8.00
7.05 21.30 7.97
7.06 21.22 7.94
7.06 21.13 7.90
7.07 21.05 7.87
7.07 20.96 7.83
7.08 20.88 7.80
7.38 5.39 2.22
7.44 5.38 2.22
7.50 5.37 2.21
7.55 5.36 2.21
7.60 5.36 2.21
7.65 5.35 2.20
7.69 5.34 2.20
7.73 5.33 2.19
7.76 5.32 2.19
7.79 5.31 2.19
7.82 5.31 2.18
D.O. I CBOD I NBOD
57.79
57.87
57.94
58.02
58.09
58.16
58.24
58.31
58.39
58.46
58.53
58.61
58.68
58.76
58.83
58.90
58.98
61.69
61.76
61.84
61.91
61.99
62.06
62.13
62.21
62.28
62.36
62.43
62.50
62.58
62.65
62.73
62.80
349.80
349.80
349.80
349.80
349.80
349.80
349.80
349.80
349.80
349.80
349.80
I Flow I

SPINPAcE id i}-u (4,0,4 o S Clc c l c
SUMMER
2ND BRD DSCHGRS @ EX. LIMITS
WTP @ 8 MGD (NO EXPNSION)
MODEL RESULTS
Discharger : SECOND BROAD DISCHARGERS
Receiving Stream : HOLLANDS/CATHEYS/2ND BROAD RIVER
The End D.O. is 7.83 mg/l.
The End CBOD is 5.32 mg/1.
The End NBOD is 2.26 mg/1.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
DO Min
(►g/1) Milepoint Reach #
L17 11.80 5
7
.39 0.00 1
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mg(i)
60.00
0.00
0.00
60.00
84.60
45.00
45.00
0.00
224.10
58.50 6.00 6.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
76.00 6.00 4.25000
9.00 6.00 2.50000
90.00 0.00 0.01800
90.00 0.00 0.00700
0.00 0.00 0.00000
0.00 0.00 1.75000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger :
Receiving Streaia
Summer 7Q10 :
Design Temperature:
Segment 1
Reach 1
SECOND BROAD DISCHARGERS Subbasin : 030802
HOLLANDS/CATHEYS/2ND BROAD RIVER Stream Class: WSIII
3.5 Winter 7Q10 : 4.5
25.0
(LENGTH' SLOPE( VELOCITY 1 DEPTH( Kd I Kd 1 Ka I Ka 1 KN 1
I mile I ft/mil fps I ft (design) @201/2 Idesign l @20' Idesign'
1
1.101 23.501
I I
0.915 10.98 10.70 10.56 31.17 127.961 0.73
Segment 1 1r80I 11.801
Reach 2 I I I
0.687 1 1.59 1 0.39 10.31 17.95 1 7.131 0.44
Segment 1
Reach 3
4.901 4.001
1
0.440 12.50 10.28 1 0.22 11.73 I 1.551 0.44
Segment 1 I 2
Reach 4 1
I I
.001 5.001
1
0.532 12.52 10.29 10.23 12.61 1 2.341 0.44
Segment 1 1 4
Reach 5 1
I I
.801 5.001
1
0.568 1 2.58 10.29 10.23 12.79 I 2.501 0.44
Segment 1 I 0
Reach 6 I
1
.401 5.001
1
0.573 1 2.62 10.29 10.23 1 2.81 I 2.521 0.44
Segment 1 I 0
Reach 7 I
1
.301 5.001
1
0.574 12.62 10.29 10.23 1 2.82 1 2.531 0.44
Segment 1
Reach 8
I I
7.20I 13.301
I I
0.772 12.31 1 0.37 10.29 I10.07 I 9.031 0.44
Segment 1
Reach 9
1 501 13.301
J I I
0.807 1 2.37 1 0.37 1 0.29 110.53 1 9.451 0.44
Segment 2 I 1
Reach 1 1
I I
00I 15.001
1
1.614 13.83 10.41 10.32 123.75 121.301 0.44
1 Flow
I cfs
Segment 1 Reach 1
CBOD 1 NBOD 1 D.O. I
I mg/1 1 mg/1 1 mg/1 I

Waste 1 9.300 1 60.000 1 58.500 I 6.000
Headwaters) 3.500 I 2.000 1 3.000 1 7.440
Tributary 1 0.000 I 2.000 1 3.000 I 7.440
* Runoff 1 0.680 1 2.000 1 3.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 11.800 1 2.000 I 3.000 I 7.440
* Runoff 1 0.680 1 2.000 1 3.000 1 7.440
Segment 1 Reach 3
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 13.000 I 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 4
Waste 1 6.588 160.000 1 76.000 1 6.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 5
Waste I 3.875 184.600 I 9.000 1 6.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Ruoff 1 0.740 1 2.000 I 3.000 I 7.440
Segment 1 Reach 6
Wast I 0.028 1 45.000 190.000 1 0.000
Tributary 1 0.000 I 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 I 3.000 1 7.440
Segment 1 Reach 7
Wastg 1 0.011 1 45.000 190.000 1 0.000
Tributary 1 0.000 I 2.000 1 3.000 I 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 8
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tribtary 1 0.000 1 2.000 I 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segm nt 1 Reach 9
Waste 1 2.712 1224.100 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 I 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segm nt 2 Reach 1
Wast 1 0.000 I 0.000 I 0.000 I 0.000
Headwaters) 0.000 1 2.000 1 1.000 1 7.440
Tributary 1287.000 1 2.000 I 1.000 1 7.440
* Rur}off 1 0.000 1 2.000 I 1.000 1 7.440

SUMMER
2ND BRD DSCHGRS @ EX. LIMITS
WTP @ 8 MGD (NO EXPNSION)
I Seg Mi I D.O. I CBOD I NBOD I Flow I
0.00 6.39 44.14 43.32 12.80
0.10 6.37 43.71 42.90 12.87
0.20 6.36 43.29 42.48 12.94
0.30 6.35 42.87 42.07 13.00
0.40 6.35 42.46 41.66 13.07
0.50 6.35 42.06 41.26 13.14
0.60 6.36 41.65 40.86 13.21
0.70 6.37 41.26 40.47 13.28
0.80 6.38 40.87 40.08 13.34
0.90 6.39 40.48 39.70 13.41
1.00 6.40 40.10 39.32 13.48
1.10 6.41 39.72 38.94 13.55
1.10 6.89 22.16 22.21 25.35
1.20 6.83 22.03 22.07 25.42
1.30 6.77 21.90 21.94 25.48
1.40 6.72 21.77 21.80 25.55
1.50 6.67 21.64 21.66 25.62
1.60 6.63 21.52 21.53 25.69
1.70 6.59 21.39 21.40 25.76
1.80 6.55 21.27 21.27 25.82
1.90 6.52 21.14 21.13 25.89
2.00 6.49 21.02 21.00 25.96
2.10 6.46 20.90 20.87 26.03
2.20 6.44 20.78 20.75 26.10
2.30 6.42 20.66 20.62 26.16
2.40 6.40 20.54 20.49 26.23
2.50 6.39 20.42 20.37 26.30
2.60 6.37 20.30 20.24 26.37
2.70 6.36 20.18 20.12 26.44
2.80 6.35 20.07 20.00 26.50
2.90 6.34 19.95 19.88 26.57
2.90 6.70 14.05 14.33 39.57
3.00 6.60 13.98 14.22 39.65
3.10 6.50 13.90 14.12 39.72
3.20 6.41 13.82 14.01 39.79
3.30 6.31 13.75 13.90 39.87
3.40 6.23 13.67 13.80 39.94
3.50 6.14 13.60 13.69 40.02
3.60 6.06 13.52 13.59 40.09
3.70 5.98 13.45 13.49 40.16
3.80 5.90 13.38 13.39 40.24
3.90 5.83 13.30 13.29 40.31
4.00 5.76 13.23 13.19 40.39
4.10 5.69 13.16 13.09 40.46
4.20 5.62 13.09 12.99 40.53
4.30 5.56 13.02 12.89 40.61
4.40 5.50 12.95 12.79 40.68
4.50 5.44 12.88 12.70 40.76
4.60 5.39 12.81 12.60 40.83
4.70 5.33 12.74 12.51 40.90
4.80 5.28 12.67 12.42 40.98
4.90 5.23 12.60 12.32 41.05
5.00 5.19 12.53 12.23 41.13
5.10 5.14 12.46 12.14 41.20
5.20 5.10 12.40 12.05 41.27
5.30 5.06 12.33 11.96 41.35

1 3 5.40 5.02 12.26 11.87 41.42.
1 3 5.50 4.98 12.20 11.78 41.50
1 3 5.60 4.94 12.13 11.70 41.57
1 3 5.70 4.91 12.07 11.61 41.64
1 3 5.80 4.88 12.00 11.52 41.72
1 3 5.90 4.85 11.94 11.44 41.79
1 3 6.00 4.82 11.87 11.35 41.87
1 3 6.10 4.79 11.81 11.27 41.94
1 3 6.20 4.76 11.75 11.19 42.01
1 3 6.30 4.74 11.68 11.10 42.09
1 3 6.40 4.71 11.62 11.02 42.16
1 3 6.50 4.69 11.56 10.94 42.24
1 3 6.60 4.67 11.50 10.86 42.31
1 3 6.70 4.65 11.44 10.78 42.38
1 3 6.80 4.63 11.37 10.70 42.46
1 3 6.90 4.61 11.31 10.62 42.53
1 3 7.00 4.60 11.25 10.54 42.61
1 3 7.10 4.58 11.19 10.47 42.68
1 3 7.20 4.57 11.13 10.39 42.75
1 3 7.30 4.56 11.08 10.31 42.83
1 3 7.40 4.54 11.02 10.24 42.90
1 3 7.50 4.53 10.96 10.16 42.98
1 3 7.60 4.52 10.90 10.09 43.05
1 3 7.70 4.51 10.84 10.01 43.12
1 3 7.80 4.50 10.79 9.94 43.20
1 4 7.80 4.70 17.30 18.68 49.79
1 4 8.00 4.62 17.14 18.45 49.93
1 4 8.20 4.55 16.98 18.22 50.08
1 4 8.40 4.49 16.82 17.99 50.23
1 4 8.60 4.43 16.66 17.76 50.38
1 4 8.80 4.38 16.51 17.54 50.53
1 4 9.00 4.34 16.36 17.32 50.67
1 4 9.20 4.30 16.21 17.11 50.82
1 4 9.40 4.27 16.06 16.89 50.97
1 4 9.60 4.24 15.91 16.68 51.12
1 4 9.80 4.21 15.76 16.48 51.27
1 5 9.80 4.34 20.60 15.95 55.14
1 5 10.20 4.27 20.24 15.58 55.44
1 5 10.60 4.23 19.89 15.23 55.73
1 5 11.00 4.20 19.55 14.88 56.03
1 5 11.40 4.18 19.22 14.54 56.32
1 5 11.80 4.17 18.89 14.20 56.62
1 5 12.20 4.18 18.56 13.88 56.92
1 5 12.60 4.19 18.24 13.56 57.21
1 5 13.00 4.21 17.93 13.26 57.51
1 5 13.40 4.24 17.63 12.95 57.80
1 5 13.80 4.27 17.33 12.66 58.10
1 5 14.20 4.31 17.03 12.38 58.40
1 5 14.60 4.35 16.75 12.10 58.69
1 6 14.60 4.35 16.76 12.13 58.72
1 6 14.64 4.35 16.73 12.11 58.75
1 6 14.68 4.36 16.70 12.08 58.78
1 6 14.72 4.36 16.67 12.05 58.81
1 6 14.76 4.37 16.65 12.03 58.84
1 6 14.80 4.37 16.62 12.00 58.87
1 6 14.84 4.38 16.59 11.97 58.90
1 6 •14.88 4.38 16.56 11.94 58.93
1 6 14.92 4.39 16.53 11.92 58.96
1 6 14.96 4.39 16.51 11.89 58.99
1 6 15.00 4.40 16.48 11.86 59.02

i 7 15.00 4.40 16.48 11.88 59.03
1 7 15.10 4.41 16.41 11.81 59.10
1 7 15.20 4.42 16.34 11.74 59.18
1 7 15.30 4.43 16.28 11.68 59.25
1 8 15.30 4.43 16.28 11.68 59.25
1 8 15.40 4.65 16.21 11.63 59.32
1 8 15.50 4.84 16.15 11.58 59.40
1 8 15.60 5.02 16.08 11.53 59.47
1 8 15.70 5.19 16.02 11.47 59.55
1 8 15.80 5.35 15.95 11.42 59.62
1 8 15.90 5.49 15.89 11.37 59.69
1 8 16.00 5.62 15.83 11.32 59.77
1 8 16.10 5.75 15.76 11.27 59.84
1 8 16.20 5.86 15.70 11.22 59.92
1 8 16.30 5.96 15.64 11.18 59.99
1 8 16.40 6.06 15.58 11.13 60.06
1 8 16.50 6.15 15.52 11.08 60.14
1 8 16.60 6.23 15.45 11.03 60.21
1 8 16.70 6.31 15.39 10.98 60.29
1 8 16.80 6.38 15.33 10.93 60.36
1 8 16.90 6.45 15.27 10.89 60.43
1 8 17.00 6.51 15.21 10.84 60.51
1 8 17.10 6.57 15.15 10.79 60.58
1 8 17.20 6.62 15.09 10.74 60.66
1 8 17.30 6.67 15.03 10.70 60.73
1 8 17.40 6.71 14.97 10.65 60.80
1 8 17.50 6.75 14.91 10.60 60.88
1 8 17.60 6.79 14.86 10.56 60.95
1 8 17.70 6.83 14.80 10.51 61.03
1 8 17.80 6.86 14.74 10.47 61.10
1 8 17.90 6.90 14.68 10.42 61.17
1 8 18.00 6.93 14.62 10.38 61.25
1 8 18.10 6.95 14.57 10.33 61.32
1 8 18.20 6.98 14.51 10.29 61.40
1 8 18.30 7.00 14.45 10.24 61.47
1 8 18.40 7.03 14.39 10.20 61.54
1 8 18.50 7.05 14.34 10.15 61.62
1 8 18.60 7.07 14.28 10.11 61.69
1 8 18.70 7.08 14.23 10.06 61.77
1 8 18.80 7.10 14.17 10.02 61.84
1 8 18.90 7.12 14.11 9.98 61.91
1 8 19.00 7.13 14.06 9.94 61.99
1 8 19.10 7.15 14.00 9.89 62.06
1 8 19.20 7.16 13.95 9.85 62.14
1 8 19.30 7.17 13.90 9.81 62.21
1 8 19.40 7.19 13.84 9.76 62.28
1 8 19.50 7.20 13.79 9.72 62.36
1 8 19.60 7.21 13.73 9.68 62.43
1 8 19.70 7.22 13.68 9.64 62.51
1 8 19.80 7.23 13.63 9.60 62.58
1 8 19.90 7.24 13.57 9.56 62.65
1 8 20.00 7.25 13.52 9.52 62.73
1 8 20.10 7.26 13.47 9.48 62.80
1 8 20.20 7.26 13.42 9.43 62.88
1 8 20.30 7.27 13.36 9.39 62.95
1 8 20.40 7.28 13.31 9.35 63.02
1 8 20.50 7.29 13.26 9.31 63.10
1 8 20.60 7.29 13.21 9.27 63.17
1 8 20.70 7.30 13.16 9.23 63.25
1 8 20.80 7.31 13.11 9.20 63.32

1• 8 20.90 7.31
1 8 21.00 7.32
1 8 21.10 7.32
1 8 21.20 7.33
1 8 21.30 7.33
1 8 21.40 7.34
1 8 21.50 7.34
1 8 21.60 7.35
1 8 21.70 7.35
1 8 21.80 7.36
1 8 21.90 7.36
1 8 22.00 7.37
1 8 22.10 7.37
1 8 22.20 7.38
1 8 22.30 7.38
1 8 22.40 7.39
1 8 22.50 7.39
1 9 22.50 7.09
1 9 22.60 7.10
1 9 22.70 7.11
1 9 22.80 7.12
1 9 22.90 7.12
1 9 23.00 7.13
1 9 23.10 7.14
1 9 23.20 7.14
1 9 23.30 7.15
1 9 23.40 7.15
1 9 23.50 7.16
1 9 23.60 7.17
1 9 23.70 7.17
1 9 23.80 7.18
1 9 23.90 7.18
1 9 24.00 7.19
2 1 0.00 7.39
2 1 0.10 7.45
2 1 0.20 7.51
2 1 0.30 7.57
2 1 0.40 7.61
2 1 0.50 7.66
2 1 0.60 7.70
2 1 0.70 7.73
2 1 0.80 7.77
2 1 0.90 7.80
2 1 1.00 7.83
I Seg # I Reach ! I Seg Mi I D.O.
13.05 9.16 63.39
13.00 9.12 63.47
12.95 9.08 63.54
12.90 9.04 63.62
12.85 9.00 63.69
12.80 8.96 63.76
12.75 8.92 63.84
12.71 8.89 63.91
12.66 8.85 63.99
12.61 8.81 64.06
12.56 8.77 64.13
12.51 8.74 64.21
12.46 8.70 64.28
12.41 8.66 64.36
12.37 8.63 64.43
12.32 8.59 64.50
12.27 8.55 64.58
20.81 8.21 67.29
20.73 8.18 67.36
20.65 8.14 67.44
20.58 8.11 67.51
20.50 8.08 67.59
20.42 8.04 67.66
20.34 8.01 67.73
20.27 7.98 67.81
20.19 7.95 67.88
20.11 7.92 67.96
20.04 7.88 68.03
19.96 7.85 68.10
19.89 7.82 68.18
19.81 7.79 68.25
19.74 7.76 68.33
19.67 7.73 68.40
5.40 2.29 355.40
5.39 2.29 355.40
5.38 2.29 355.40
5.38 2.28 355.40
5.37 2.28 355.40
5.36 2.28 355.40
5.35 2.27 355.40
5.34 2.27 355.40
5.33 2.26 355.40
5.33 2.26 355.40
5.32 2.26 355.40
CBOD I NBOD I Flow I

a
DIVISION OF ENVIRONMENT MANAGEMENT
March 14,1994
MEMORANDUM
TO: Ken Eagleson
THRU: Ruth Swanek
Carla Sanderson
FROM: , Jacquelyn M. Nowell UWr
SUBJECT: Updated Limits for the Town of Spindale WWTP
Rutherford County
Tle Instream Assessment Unit has reevaluated the effluent limits for the subject
facility based on the revised 7Q10 flows of the Second Broad River. The stream flow used
inprevious Level B modeling analyses have been lowered due to existing and proposed
withdrawals of the Forest City water treatment plant.
A preliminary modelling analyses was done for Spindale at the proposed relocation
into Catheys Creek to determine effluent limits to protect the DO standard of 5 mg/1 in the
Second Broad River. Because there is interaction of the discharge waste from Spindale and
Forest City, the two municipalities were modeled together. It should also be noted that the
wasteflow for the Forest City discharge has been revised. Forest City has submitted
documentation to the Division that the design capacity has been upgraded from 4.25 MGD
to 4.95 M D.
The tentative limits for the Spindale WWTP under the two water plant scenarios are
as follows
At the existing water plant withdrawal of 8 MGD:
BOD5 19.5 mg/1
NH3-N 12 mg/1
DO 6 mg/1
Fecal 200/100m1
TSS 30 mg/1
pH 6-9 SU
or
BOD5 25.5 mg/1
NH3-N 10 mg/1
DO 6 mg/1
Fecal 200/100m1
TSS 30 mg/1
pH 6-9 SU
With Forest City receiving equivalent limits to Spindale, the model predicts a DO
minimum df 5.08 mg/1 occurring 1.6 miles below J.C. Cowan's outfall.

-A
Memo to Ken Eagleson
page 2
At the proposed water plant withdrawal of 12 MGD
BOD5 16.5 mg/1
NH3-N 10 mg/l
DO 6 mg/1
Fecal 200/100m1
TSS 30 mg/1
pH 6-9 SU
or
BOD5 22.5 mg/1
NH3-N 8 mg/1
DO 6 mg/1
Fecal 200/100m1
TSS 30 mg/1
pH 6-9 SU
Wi Forest City receiving equivalent limits to Spindale, the model predicts a DO
minimum f 5.09 mg/1 occurring 1.6 miles below J.C. Cowan's outfall.
Because the revised 7Q10 flows given by Water Resources were for the summer
only, there are no winter limits recommended. Previous wasteload allocations for Spindale
and Forest City only gave one set of year round limits.
Pleise contact me if there are any questions concerning these limits.
cc: Forest Westall
WLA File

Residua!
Chlorine
7010 (CFS)
DESIGN LOW (MGD)
DESIGN LOW (CFS)
STREAM STD (UG/L)
UPS BA KGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ugll)
Fecal Limit
Ratio of 28 1
Ammonia as NH3
(summer)
30 7010 (CFS)
7 DESIGN FLOW (MGD)
10.85 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
26.56 IWC (%)
64.00 Allowable Concentration (mg/1)
Ammonia as NH3
(winter)
7010 (CFS)
200/100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
30
7
10.85
1.0
0.22
26.56
3.16
35
7
10.85
1.8
0.22
23.66
6.90
NC0021709
3/1 1/94

Residual Chlorine
7010 (CF
DESIGN
DESIGN
STREAM
S)
LOW (MGD)
LOW (CFS)
STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ug/l)
Fecal Limit
Ratio of 4.511
Ammonia as NH3
(summer)
34.8 7Q10 (CFS)
4.95 DESIGN FLOW (MGD)
7.6725 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
18.06 IWC (%)
94.11 Allowable Concentration (mg/I)
Ammonia as NH3
(winter)
7Q10 (CFS)
200/10om1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
34.8
4.95
7.6725
1.0
0.22
18.06
4.54
40
4.95
7.6725
1.8
0.22
16.09
10.04
NC0021709
3/10/94

Residual Chlorine
7010 (CFS)
DESIGN rLOW (MGD)
DESIGN LOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowabi Concentration (ug/l)
Fecal Limit
Ratio of 3.2 :1
Ammonia as NH3
(summer)
34.8 7010 (CFS)
7 DESIGN FLOW (MGD)
10.85 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
23.77 iWO (%)
71.53 Allowable Concentration (mg/I)
Ammonia as NH3
(winter)
7010 (CFS)
200/100ml DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
34.8
7
10.85
1.0
0.22
23.77
(3.50
40
7
10.85
1.8
0.22
21.34
7.62
t0oa221M--
3/10/94

�evc d
13-.n� 6,4
3v 1 e #f.3Y r 4,zSAO?,
95 Mco = 7'67
/663.35
/c 63 e ¢ = /, 3 j` 17 /fi//: 1-42-
4,%s.icog /ss= 767 cA le 30�/(4 St9 /ZSto,z fg(
FcTY e 04,6
,?4ro,6o / nMX Nl3bj
30/3/6
.:? / N1/3=/f8 f//
/✓f/j = Zo; o
Ref`( 3WL7 g g/
sr,44/c e c4(/ i) lMr ti(6
covij &� �✓ eS /Uff} / r
4C4
Lf;0,a0%•7

Facility
Wasteflow (MGD)
Sunxner/Winter (circle one)
�1
111111111101
1111.1111111111111011..
Lopionimp mom
1111101
•..••••••••li .
I iiiiriEgripi
NH3-N (mg/1)
Potential effluent limit. combinations:

1
1
. B 46n w//
Ul
0
0
02
Facility I(/V4f%�
Wastef16W (MGD)
Summer/Winter (circle one)
Nu ffertamiono
I How= I Fill T
11111
• I MITITUIVERINTI PR MIME
u
NH3-N (mg/1)
Potential effluent limit. combinations:
BOD5 NH3-N -
y,
/s75

6(91g e
•
Facility
i
(3o /1/c)
Wasteflow (MGD)
Summer/Winter (circle one)
. ............... a....
iiiiiiiiiiiii-11.
1111111111.0...
MOOMMOMMINIMMEMM OM MO
II
NINON III •
IME • MN Mielin
111 UM II MN
NH3-N (mg/1)
IL.. MEM= II
Potential effluent limit. combinations:
,fao/9)
BODS NH3-N -

JEFFERSON WWTP
rr1\)jjf1LC VJW I t na�4(?1 S�fnlA✓i 90,4
Residual Chlorine
7010 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ug/l)
Fecal Limit
Ratio of 2.2 :1
Ammonia as NH3
(summer)
20 7Q10 (CFS)
6 DESIGN FLOW (MGD)
9.3 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
31.74 IWC (%)
53.56 Allowable Concentration (mg/I)
Ammonia as NH3
(winter)
7010 (CFS)
200/100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
20
6
9.3
1.0
0.22
31.74
2.68
26
6
9.3
1.8
0.22
26.35
6.22
NC0021709
3/1 0/9 4

SUMMER
MODEL RESULTS
Discharger : SECOND BROAD DISCHARGERS
Receiving Stream : HOLLANDS/CATHEYS/2ND BROAD RIVER
The End D.O. is
The End CBOD is
The End NBOD is
7.83 mg/l.
5.21 mg/l.
2.24 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
DO Min
WLA WLA WLA
CBOD NBOD DO Waste Flow
g/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
4.17 11.80 5
7
.39 0.00 1
IN '4';
60.00
0.00
0.00
60.00
85.50
45.00
45.00
0.00
224.10
58.50 6.00 6.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
76.00 6.00 4.25000
9.00 6.00 2.00000
90.00 0.00 0.01800
90.00 0.00 0.00700
0.00 0.00 0.00000
0.00 0.00 1.75000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : SECOND BROAD DISCHARGERS Subbasin : 030802
Receiving Stream : HOLLANDS/CATHEYS/2ND BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 62.1 Winter 7Q10 : 91.2
Design Temperature: 25.0
'LENGTH' SLOPEI VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1
1 mile I ft/mil fps 1 ft Idesign l @201/2 Idesign l @201/2 Idesign'
Segment 1 1 1
Reach 1 1
1 1 1 1 1 1 1 I
.101 23.501 0.915 1 0.98 10.70 1 0.56 131.17 1 27.961 0.73
I 1 1 1 1 1 1 I
I 1 1 1 1 1 1 1
Segment 1 1 1.801 11.801 0.687 1 1.59 1 0.39 10.31 1 7.95 1 7.131 0.44
Reach 2 1 1 1 1 1 1 1 1 I
I 1 1 1 1 1 1 1 I
Segment 1 1 4.901 4.001 0.440 1 2.50 1 0.28 1 0.22 1 1.73 1 1.551 0.44
Reach 3 1 1 1 1 1 1 1 1 I
Segment 1 1 2
Reach 4 1
1 1 1 1 1 1 1 I
.001 5.001 0.532 1 2.52 1 0.29 1 0.23 1 2.61 1 2.341 0.44
Segment 1 1 4
Reach 5 1
1 1 1 1 1 1 1 I
.801 5.001 0.563 1 2.58 10.29 1 0.23 1 2.76 1 2.481 0.44
1 1 1 1 1 1 1 I
Segment 1 1 0
Reach 6 1
1 1 1 1 1 1 1 I
.401 5.001 0.568 1.2.61 1 0.29 1 0.23 1 2.79 1 2.50I 0.44
1 1 1 1 1 1 1 I
Segment 1 1 0
Reach 7 1
1 1 1 1 1 1 1
.30I 5.001 0.569 1 2.62 1 0.29 1 0.23 12.79 I 2.501 0.44
1 1 1 1 1 1 1 I
1 I I I I I I
Segment 1 1 7.20I 13.301 0.765 1 2.31 1 0.36 1 0.29 19.98 I 8.951 0.44
Reach 8 1 1 1 1 1 1 1 1
Segment 1 1 1
Reach 9 1
I 1 1 1 1 1 1 I
501 13.301 0.800 1 2.36 1 0.37 1 0.29 110.44 1 9.361 0.44
1 1 1 1 1 1 I
Segment 2 1 1
Reach 1 1
1 1 1 1 1 1 1 I
001 15.001 1.611 1 3.83 10.41 1 0.32 123.71 1 21.271 0.44
I 1 1 1 1 1 1 I
1 Flow
I cfs
Segment 1 Reach 1
CBOD 1 NBOD
mg/1 1 mg/1
D.O.
mg/1

Waste 1 9.300 1 60.000 1 58.500 I 6.000
Headwaters) 3.500 I 2.000 1 3.000 1 7.440
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.680 1 2.000 1 3.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000
Tributary 1 11.800
* *off 1 0.680
Segent 1 Reach 3
Waste I 0.000
Tributary 1 13.000
* R noff 1 0.740
0.000
2.000
2.000
0.000
2.000
2.000
0.000
3.000
3.000
0.000
3.000
3.000
0.000
7.440
7.440
0.000
7.440
7.440
Segiient 1 Reach 4
Waste 1 6.588 1 60.000 1 76.000 1 6.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Rtinoff 1 0.740 1 2.000 1 3.000 1 7.440
Seg ent 1 Reach 5
Was e I 3.100 1 85.500 1 9.000 I 6.000
Tri�utary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 each 6
Waste 0.028 45.000 90.000 0.000
Tributary 0.000 2.000 3.000 7.440
* Runoff 0.740 2.000 3.000 7.440
Seg:
Was
Tri
* R
ent 1 Reach 7
e I 0.011 1 45.000 1 90.000 1 0.000
utary 1 0.000 I 2.000 1 3.000 1 7.440
noff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 8
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 I 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 9
Waste 1 2.712 1224.100 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 3.000 I 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 2 Reach 1
Waste I 0.000 1 0.000 I 0.000 I 0.000
Headwaters) 0.000 I 2.000 1 1.000 1 0.000
Tributary 1287.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.000 I 2.000 I 1.000 1 7.440

MODEL RESULTS
Discharger : BURLINGTON-J.C. COWAN
Receiving Stream : SECOND BROAD RIVER
SUMMER
2ND BRD DSCHGRS @ EX. LIMITS
WTP @ ,1GD, SPNDLE CATHEYS
The End D.O. is
The End CBOD is
The End NBOD is
7.83 mg/l.
5.36 mg/1.
2.32 mg/1.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
D
WLA WLA WLA
Min CBOD NBOD DO Waste Flow
g/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
4.42 10.40 5
7
.40 0.00 1
60.00
0.00
0.00
60.00
84.60
45.00
45.00
0.00
224.10
58.50
0.00
0.00
76.00
9.00
90.00
90.00
0.00
0.00
6.00
0.00
0.00
6.00
6.00
0.00
0.00
0.00
0.00
6.00000
0.00000
0.00000
4.25000
2.50000
0.01800
0.00700
0.00000
1.75000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : BURLINGTON-J.C. COWAN Subbasin : 030802
Receiving Stream : SECOND BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 53.3 Winter 7Q10 : 78.0
Design Temperature: 25.0
'LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1
I mile 1 ft/mil fps 1 ft Idesign l @20' Idesign l @201/2 Idesignl
Segment 1 I 0
Reach 1 1
1 1 1 1 1 1 1 I
.501 10.601 0.731 1 1.64 10.38 10.31 1 7.61 1 6.821 0.44
Segment 1 1 1
Reach 2 1
1 1 1 I 1 1 I I
.401 4.001 0.554 11.90 1 0.30 10.24 1 2.18 1 1.951 0.44
I 1 1 I 1 1 1 I
Segment 1 1 4
Reach 3 1
I 1 1 I 1 1 1 I
.90I 4.001 0.470 1 2.54 10.28 10.22 1 1.85 1 1.661 0.44
1 1 1 I I 1 I
Segment 1 1 2
Reach 4 1
I I I I 1 I 1 I
.001 5.001 0.562 1 2.54 1 0.29 10.23 1 2.76 1 2.471 0.44
I 1 1 I 1 1 1 I
I I I 1 1 1 1 1 I
Segment 1 1 4.80I 5.001 0.597 1 2.61 1 0.30 10.23 1 2.93 1 2.631 0.44
Reach 5 I 1 1 1 1 I 1 1 I
Segment 1 1 0
Reach 6 1
I 1 1 1 I 1 I 1
.401 5.001 0.601 1 2.64 1 0.30 10.23 1 2.95 I 2.651 0.44
I 1 1 1 1 I 1 1
Segment 1 I 0
Reach 7 I
I 1 I 1 1 1 I I
.301 5.001 0.602 12.64 1 0.29 10.23 1 2.95 I 2.651 0.44
Segment 1 I 7
Reach 8 1
1 1 1 1 1 1 1 I
.201 13.301 0.808 1 2.33 1 0.37 1 0.29 I10.54 1 9.451 0.44
I 1 1 1 I 1 I I
Segment 1 1 1
Reach 9 1
1 1 I 1 1 1 1 I
.501 13.301 0.841 12.39 1 0.37 1 0.30 I10.98 1 9.851 0.44
I I I 1 I I 1 I
Segment 2
Reach 1
1 1
1 1 I I I I I 1 I
.001 15.O0I 1.627 1 3.84 1 0.41 1 0.32 123.94 121.481 0.44 1
I 1 1 1 I I I 1 l
1 Flow
1 cfs
Segment 1 Reach 1
CBOD 1 NBOD 1 D.O. 1
mg/1 I mg/1 I mg/1 I

Waste I 9.300 1 60.000 1 58.500 I 6.000
Headwaters) 20.000 1 2.000 I 3.000 I 7.440
Tributary I 0.000 1 2.000 I 3.000 I 7.440
* Runoff 1 0.680 1 2.000 1 3.000 1 7.440
Segment 1 Reach 2
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.680 1 2.000 I 3.000 1 7.440
Segment 1 Reach 3
Wast I 0.000 1 0.000 1 0.000 1 0.000
Tributary 113.000 I 2.000 I 3.000 I 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segmnt 1 Reach 4
Waste I 6.588 1 60.000 176.000 I 6.000
Tributary 1 0.000 1 2.000 1 3.000 I 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 5
Waste 1 3.875 1 84.600 1 9.000 I 6.000
Tributary 1 0.000 I 2.000 1 3.000 I 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 6
Waste 1 0.028 145.000 190.000 I 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 7
Wast 1 0.011 1 45.000 190.000 1 0.000
Tributary 1 0.000 I 2.000 1 3.000 I 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segment 1 Reach 8
Waste 1 0.000 1 0.000 I 0.000 I 0.000
Tributary 1 0.000 I 2.000 I 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segm nt 1 Reach 9
Waste 1 2.712 1224.100 I 0.000 I 0.000
Tributary 1 0.000 1 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
Segm nt 2 Reach 1
Wast 1 0.000 1 0.000 1 0.000 I 0.000
Headwaters) 0.000 I 2.000 1 1.000 1 7.440
Tributary 1287.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.000 1 2.000 1 1.000 1 7.440

I 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 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
SUMMER
2ND BRD DSCHGRS @ EX. LIMITS
WTP @ 8 MGD,SPNDLE CATHEYS
I Seg Mi I D.O. I CBOD I NBOD I Flow I
0.00 6.98 20.41 20.62 29.30
0.05 6.95 20.36 20.56 29.33
0.10 6.93 20.30 20.50 29.37
0.15 6.90 20.25 20.44 29.40
0.20 6.87 20.19 20.38 29.44
0.25 6.85 20.14 20.33 29.47
0.30 6.82 20.09 20.27 29.50
0.35 6.80 20.03 20.21 29.54
0.40 6.78 19.98 20.16 29.57
0.45 6.76 19.93 20.10 29.61
0.50 6.74 19.88 20.04 29.64
0.50 6.74 19.88 20.04 29.64
0.60 6.62 19.77 19.91 29.71
0.70 6.50 19.66 19.77 29.78
0.80 6.38 19.56 19.64 29.84
0.90 6.27 19.45 19.50 29.91
1.00 6.16 19.35 19.37 29.98
1.10 6.06 19.25 19.24 30.05
1.20 5.96 19.15 19.11 30.12
1.30 5.87 19.04 18.98 30.18
1.40 5.77 18.94 18.86 30.25
1.50 5.68 18.84 18.73 30.32
1.60 5.60 18.74 18.60 30.39
1.70 5.52 18.64 18.48 30.46
1.80 5.44 18.54 18.35 30.52
1.90 5.36 18.45 18.23 30.59
1.90 5.98 13.54 13.69 43.59
2.00 5.91 13.47 13.59 43.67
2.10 5.84 13.40 13.50 43.74
2.20 5.78 13.34 13.40 43.81
2.30 5.72 13.27 13.31 43.89
2.40 5.66 13.20 13.22 43.96
2.50 5.60 13.13 13.12 44.04
2.60 5.54 13.07 13.03 44.11
2.70 5.49 13.00 12.94 44.18
2.80 5.44 12.93 12.85 44.26
2.90 5.39 12.87 12.76 44.33
3.00 5.34 12.80 12.67 44.41
3.10 5.30 12.74 12.58 44.48
3.20 5.25 12.67 12.49 44.55
3.30 5.21 12.61 12.41 44.63
3.40 5.17 12.55 12.32 44.70
3.50 5.13 12.48 12.24 44.78
3.60 5.10 12.42 12.15 44.85
3.70 5.06 12.36 12.07 44.92
3.80 5.03 12.30 11.98 45.00
3.90 5.00 12.23 11.90 45.07
4.00 4.97 12.17 11.82 45.15
4.10 4.94 12.11 11.73 45.22
4.20 4.91 12.05 11.65 45.29
4.30 4.89 11.99 11.57 45.37
4.40 4.86 11.93 11.49 45.44
4.50 4.84 11.87 11.41 45.52
4.60 4.82 11.81 11.33 45.59
4.70 4.80 11.75 11.26 45.66
4.80 4.78 11.69 11.18 45.74

1 3 4.90 4.76 11.63 11.10 45.81
1 3 5.00 4.74 11.58 11.03 45.89
1 3 5.10 4.72 11.52 10.95 45.96
1 3 5.20 4.71 11.46 10.87 46.03
1 3 5.30 4.69 11.40 10.80 46.11
1 3 5.40 4.68 11.35 10.73 46.18
1 3 5.50 4.67 11.29 10.65 46.26
1 3 5.60 4.66 11.23 10.58 46.33
1 3 5.70 4.65 11.18 10.51 46.40
1 3 5.80 4.64 11.12 10.43 46.48
1 3 5.90 4.63 11.07 10.36 46.55
1 3 6.00 4.62 11.01 10.29 46.63
1 3 6.10 4.61 10.96 10.22 46.70
1 3 6.20 4.61 10.90 10.15 46.77
1 3 6.30 4.60 10.85 10.08 46.85
1 3 6.40 4.60 10.80 10.01 46.92
1 3 6.50 4.59 10.74 9.95 47.00
1 3 6.60 4.59 10.69 9.88 47.07
1 3 6.70 4.58 10.64 9.81 47.14
1 3 6.80 4.58 10.58 9.75 47.22
1 4 6.80 4.76 16.63 17.86 53.81
1 4 7.00 4.70 16.49 17.65 53.95
1 4 7.20 4.65 16.34 17.44 54.10
1 4 7.40 4.60 16.20 17.23 54.25
1 4 7.60 4.57 16.06 17.03 54.40
1 4 7.80 4.53 15.92 16.83 54.55
1 4 8.00 4.50 15.78 16.63 54.69
1 4 8.20 4.48 15.64 16.44 54.84
1 4 8.40 4.46 15.51 16.24 54.99
1 4 8.60 4.44 15.37 16.05 55.14
1 4 8.80 4.43 15.24 15.87 55.29
1 5 8.80 4.53 19.78 15.42 59.16
1 5 9.20 4.48 19.46 15.08 59.46
1 5 9.60 4.45 19.14 14.75 59.75
1 5 10.00 4.43 18.82 14.43 60.05
1 5 10.40 4.42 18.52 14.12 60.34
1 5 10.80 4.42 18.21 13.81 60.64
1 5 11.20 4.43 17:92 13.51 60.94
1 5 11.60 4.45 17.63 13.22 61.23
1 5 12.00 4.47 17.34 12.94 61.53
1 5 12.40 4.50 17.06 12.66 61.82
1 5 12.80 4.53 16.78 12.39 62.12
1 5 13.20 4.57 16.51 12.12 62.42
1 5 13.60 4.61 16.25 11.86 62.71
1 6 13.60 4.61 16.26 11.90 62.74
1 6 13.64 4.61 16.23 11.87 62.77
1 6 13.68 4.61 16.21 11.85 62.80
1 6 13.72 4.62 16.18 11.82 62.83
1 6 13.76 4.62 16.15 11.80 62.86
1 6 13.80 4.63 16.13 11.77 62.89
1 6 13.84 4.63 16.10 11.74 62.92
1 6 13.88 4.64 16.08 11.72 62.95
1 6 13.92 4.64 16.05 11.69 62.98
1 6 13.96 4.65 16.02 11.67 63.01
1. 6 14.00 4.65 16.00 11.64 63.04
1 7 14.00 4.65 16.00 11.66 63.05
1 7 14.10 4.66 15.94 11.60 63.12
1 7 14.20 4.67 15.88 11.53 63.20
1 7 14.30 4.68 15.81 11.47 63.27
1 8 14.30 4.68 15.81 11.47 63.27

1" 8 14.40 4.88 15.75 11.42 63.34
1 8 14.50 5.06 15.69 11.38 63.42
1 8 14.60 5.23 15.63 11.33 63.49
1 8 14.70 5.39 15.57 11.28 63.57
1 8 14.80 5.53 15.51 11.23 63.64
1 8 14.90 5.67 15.45 11.19 63.71
1 8 15.00 5.79 15.40 11.14 63.79
1 8 15.10 5.91 15.34 11.09 63.86
1 8 15.20 6.01 15.28 11.05 63.94
1 8 15.30 6.11 15.22 11.00 64.01
1 8 15.40 6.20 15.16 10.96 64.08
1 8 15.50 6.28 15.11 10.91 64.16
1 8 15.60 6.36 15.05 10.87 64.23
1 8 15.70 6.43 14.99 10.82 64.31
1 8 15.80 6.50 14.93 10.78 64.38
1 8 15.90 6.56 14.88 10.73 64.45
1 8 16.00 6.62 14.82 10.69 64.53
1 8 16.10 6.67 14.77 10.64 64.60
1 8 16.20 6.72 14.71 10.60 64.68
1 8 16.30 6.76 14.65 10.55 64.75
1 8 16.40 6.81 14.60 10.51 64.82
1 8 16.50 6.85 14.54 10.47 64.90
1 8 16.60 6.88 14.49 10.42 64.97
1 8 16.70 6.92 14.43 10.38 65.05
1 8 16.80 6.95 14.38 10.34 65.12
1 8 16.90 6.98 14.33 10.29 65.19
1 8 17.00 7.00 14.27 10.25 65.27
1 8 17.10 7.03 14.22 10.21 65.34
1 8 17.20 7.05 14.16 10.17 65.42
1 8 17.30 7.08 14.11 10.13 65.49
1 8 17.40 7.10 14.06 10.08 65.56
1 8 17.50 7.12 14.00 10.04 65.64
1 8 17.60 7.13 13.95 10.00 65.71
1 8 17.70 7.15 13.90 9.96 65.79
1 8 17.80 7.17 13.85 9.92 65.86
1 8 17.90 7.18 13.80 9.88 65.93
1 8 18.00 7.20 13.74 9.84 66.01
1 8 18.10 7.21 13.69 9.80 66.08
1 8 18.20 7.22 13.64 9.76 66.16
1 8 18.30 7.24 13.59 9.72 66.23
1 8 18.40 7.25 13.54 9.68 66.30
1 8 18.50 7.26 13.49 9.64 66.38
1 8 18.60 7.27 13.44 9.60 66.45
1 8 18.70 7.28 13.39 9.56 66.53
1 8 18.80 7.29 13.34 9.52 66.60
1 8 18.90 7.29 13.29 9.48 66.67
1 8 19.00 7.30 13.24 9.44 66.75
1 8 19.10 7.31 13.19 9.40 66.82
1 8 19.20 7.32 13.14 9.36 66.90
1 8 19.30 7.32 13.09 9.33 66.97
1 8 19.40 7.33 13.04 9.29 67.04
1 8 19.50 7.34 12.99 9.25 67.12
1 8 19.60 7.34 12.94 9.21 67.19
1 8 19.70 7.35 12.90 9.18 67.27
1 8 19.80 7.36 12.85 9.14 67.34
1 8 19.90 7.36 12.80 9.10 67.41
1 8 20.00 7.37 12.75 9.06 67.49
1 8 20.10 7.37 12.71 9.03 67.56
1 8 20.20 7.38 12.66 8.99 67.64
1 8 20.30 7.38 12.61 8.95 67.71

' '1 8 20.40 7.39 12.56 8.92
1 8 20.50 7.39 12.52 8.88
1 8 20.60 7.40 12.47 8.85
1 8 20.70 7.40 12.43 8.81
1 8 20.80 7.41 12.38 8.77
1 8 20.90 7.41 12.33 8.74
1 8 21.00 7.41 12.29 8.70
1 8 21.10 7.42 12.24 8.67
1 8 21.20 7.42 12.20 8.63
1 8 21.30 7.43 12.15 8.60
1 8 21.40 7.43 12.11 8.56
1 8 21.50 7.43 12.06 8.53
1 9 21.50 7.15 20.13 8.21
1 9 21.60 7.16 20.05 8.17
1 9 21.70 7.17 19.98 8.14
1 9 21.80 7.17 19.91 8.11
1 9 21.90 7.18 19.84 8.08
1 9 22.00 7.19 19.77 8.05
1 9 22.10 7.19 19.69 8.02
1 9 22.20 7.20 19.62 7.99
1 9 22.30 7.21 19.55 7.96
1 9 22.40 7.21 19.48 7.93
1 9 22.50 7.22 19.41 7.90
1 9 22.60 7.22 19.34 7.86
1 9 22.70 7.23 19.27 7.83
1 9 22.80 7.23 19.20 7.80
1 9 22.90 7.24 19.13 7.77
1 9 23.00 7.24 19.06 7.75
2 1 0.00 7.40 5.44 2.36
2 1 0.10 7.46 5.43 2.36
2 1 0.20 7.52 5.42 2.35
2 1 0.30 7.57 5.41 2.35
2 1 0.40 7.62 5.40 2.34
2 1 0.50 7.66 5.40 2.34
2 1 0.60 7.70 5.39 2.34
2 1 0.70 7.74 5.38 2.33
2 1 0.80 7.77 5.37 2.33
2 1 0.90 7.80 5.36 2.32
2 1 1.00 7.83 5.36 2.32
Seg # I Reach 11 1 Seg Mi I D.O. I CBOD I NBOD
1
67.78
67.86
67.93
68.01
68.08
68.15
68.23
68.30
68.38
68.45
68.52
68.60
71.31
71.38
71.46
71.53
71.61
71.68
71.75
71.83
71.90
71.98
72.05
72.12
72.20
72.27
72.35
72.42
359.42
359.42
359.42
359.42
359.42
359.42
359.42
359.42
359.42
359.42
359.42
Flow I

Discharger
The s n_c.. D.0
The End CDO
The End NBO
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
SUMMER
SPNDLE.(HOLLANDS CR) u •FC @ E
LMT S , 10 Mt D W / D
MODEL RESULTS
SECOND ;Rt?zlD DISCHARGERS
G�f_Ctm H0 !.Tl�1DS/C•ATHE�.S/2NDBROAD RI\JEr:
. is . V ,5 mg / i •
J is S.c!O f/ .
DO I'Iin
(mg/1) Milepoint Reach
T;
4LA WLA
(mg/1) (mg/1) (;,,:�j/_.'
5.06 11.80 5 101 R
46.00 36.00 6.00 6.0000E
0.00 0.00 0.00 0.0000C
0.00 0.00 •0.00 0.00000
46.00 36.00 6.00 4.95000
84.60 9.00 6.00 2.5000E
45.00 90.00 0.00 0.01800
45.00 90.00 0.00 0.00700
0.00 0.00 0.00 0.00000
224.10 0.00 0.00 1.75000
7.42 0.00 1
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA *x*
Discharger : SECOND BROAD DISCHARGERS Subbasin : 0308
Receiving S ream : HOLLANDS/CATHEYS/2ND BROAD RIVER Stream Class; WSII
Summer 7Q10 3 .5 -�' HolIR.��s ct4 Winter 7Q10 : 4.5
Design Temp:rature: 25.0
1 L 11GTH 1 HOPE I VELOCITY 1 DEPTH! Kd 1 Kd Ka 1 KE 1 r,}i 1 ,N 1 KNR KNR
1 mile 1 ft/mil fps 1 it 'design' 20° Idesign' C20° 'design! r20° !design! i20°
I I
Segment 1 1 1.101 23.501 0.915 1 0.98 1 0.70 1 0.56 I31,17 ! 27.961 0.73 1 0,50 1 0.73 1 0.00
Reach 1 I 1 1
I 1
Segment 1 ! 1,801 11,801 0,687 1 1.59 1 0.39 1 0,31 1 7,95 1 7,131 0,44 1 0.30 1 0.44 1 0.00
Reach 2 1 I 1 ! ! 1 f 1 { 1 1 1
1 I
Segment 1 1 4,901 4.001 0.416 1 2.48 1 0.28 ! 0.22 1 1,63 1 1,461 0.44 ! 0.30 ! 0.44 1 0.00
Reach 3
1 l
Segment 1 1 2.001 5.001 0.516 12.50 1 0.29 1 0.23 1 2.53 1 2,271 0,44 ! 0.30 1 0.44 1 0,00
Reach 4 1 I I ! 1 1 ! 1 1 1
1 1 ! 1 1 1 1 1 1
Segment 1 1 4.801 5.001 0.554 1 2.57 1 0.29 1 0.23 1 2.72 1 2.441 0,44 1 0.30 1 0.44 1 0.00
Reach 5 1 1 1 1 1 1 1 ! ! 1 I !
1 I 11 1 1 1 i 1 1 1
Segment 1 1 0,401 5,001 0.559 1 2,61 1 0.29 1 0.23 1 2,74 1 2,461 0,44 1 0,30 1 0,44 1 0.00
Reach 6 1 I I 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.301 5,001 0,560 1 2.61 1 0.29 1 0.23 •1 2.75.1 2.461 0,14 1 0.30 1 0,44 1 0.00
Reach 7 1 I I 1 1 ! 1 1 1 I 1 {
I I
Segment 1 1 7.201 '3.301 0.754 1 2.30 1 0.36 1 0.29 1 9.84 1 8.821 0.44 1 0,30 1 0.44 1 0.00
Reach g l i I
Segment 1 1 1.501 13.301 0.790 1 2.36 1 0.37 1 0.29 110.31 1 9.251 0.44 1 0.30 1 0.44 1 0.00
Reach 9 I I I ! 1 1 1 1 1 1
I I 1 I ! 1 1 1 1 I
Segment 2 1 1.001 1:.001 1.607 1 3.83 1 0.41 1 0.32 123.65 1 21,221 0.44 1 0.30 1 0.44 1 0.00
Reach 1 1 1 i 1 1 1 1 1
1 Flow I CBOD I NBOD 1 D.O. 1
1 cfs I mg/1 I mg/1 I mg/1 I
Segment 1 Reach 1
Waste I 9.300 146.000 136.000 1 6.000

Heactwatersl 3.500 1 2.000 1 3.000 1 7.440
Tributary I 0.000 I 2.000 I 3.000 I 7.440
* Runoff I 0.680 1 2.000 I 3.000 1 7.440
Segment 1 Reach 2
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary 111.800 I 2.000 I 3.000 I 7.440
* Runoff 1 0.680 I 2.000 I 3.000 I 7.440
Segment 1 Reach 3
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary 110.000 I 2.000 I 3.000 1 7.440
* Runoff I 0.740 1 2.000 1 3.000 I 7.440
Segment 1 Reach 4
Waste I 7.673 146.000 136.000 I 6.000
Tributary 1 0.000 I 2.000 I 3.000 I 7.440
* Runoff I 0.740 1 2.000 I 3.000 I 7.440
Segment 1 Reach 5
Waste I 3.875 184.600 1 9.000 I 6.000
Tributary 1 0.000 I 2.000 1 3.000 1 7.440
* Runoff 1 0.740 I 2.000 I 3.000 I 7.440
. Segment 1 Reach 6
Waste I 0.028 145.000 190.000 I 0.000
Tributary 1 0.000 I 2.000 I 3.000 I 7.440
* Runoff I 0.740 I 2.000 I 3.000 I 7.440
. Segment 1 Reach 7
4aste I 0.011 145.000 190.000 I 0.000
rributary I 0.000 I 2.000 I 3.000 I 7.440
* Runoff I 0.740 I 2.000 I 3.000 I 7.440
Segment 1 Reach 8
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 1 3.000 I 7.440
"* Runoff I 0.740 I 2.000 I 3.000 I 7.440
Segment 1 Reach 9
Waste I 2.712 1224.100 I 0.000 I 0.000
Tributary I 0.000 i 2.000 ( 3.000 I 7.440
• Runoff 1 0.740 1 2.000 1 3.000 I 7.440
E.egment 2 Reach 1
haste I 0.000 I 0.000 I 0.000 I 0.000
Eeadwatersl 0.000 I 2.000 I 1.000 I 7.440
Tributary I287.000 I 2.000 I 1.000 I 7.440
* Runoff 1 0.000 1 2.000 1 1.000 I 7.440
* Runoff flow is in cfs/mile

1 Seg # 1 R= ach # 1 Seg Mi
1 1 0.00
1 1 0.10
1 1 0.20
1 1 0.30
1 1 0.40
1 1 0.50
1 1 0.60
1 1 0.70
1 1 0.80
1 1 0.90
1 1 1.00
1 1 1.10
1 2 1.10
1 2 1.20
1 2 1.30
1 2 1.40
1 2 1.50
1 2 1.60
1 2 1.70
1 2 1.80
1 2 1.90
1 2 2.00
1 2 2.10
1 2 2.20
1 2 2.30
1 2 2.40
1 2 2.50
1_ 2 2.60
1 2 2.70
1 2 2.80
1 2 2.90
1 3 2.90
1 3 3.00
1 3 3.10
1 3 3.20
1 3 3.30
1 3 3.40
1 3 3.50
1 J 3.60
3 3.70
1 3 3.80
1 3 3.90
1 3 4.00
1 3 .10
1 3 4.20
1 3 1.30
1 3 4.40
1 3 4.50
1 3 4.60
1 3 4.70
1 3 4.80
1 3 4.90
1 3 5.00
1 3 5.10
1 3 5.20
1 3 5.30
1 3 5.40
5.50
D.O.
6.39
6.49
6.57
6.63
6.69
6.74
6.78
6.81
6.84
6.87
6.89
6.91
7.16
7.12
7.09
7.06
7.03
7.01
6.99
6.97
6.95
6.93
6.92
6.91
6.90
6.89
6.88
6.87
6.86
6.86
6.85
7.01
6.93
6.85
6.78
6.70
6.63
6.56
6.49
6.43
6.37
6.31
6.25
6.20
6.14
6.09
6.04
6.00
5.95
5.91
5.87
5.83
5.79
5.76
5.72
5.69
5.66
5.63
CBOD
33.97
33.64
33.32
33.00
32.69
32.38
32.07
31.77
31.47
31.17
30.88
30.59
17.28
17.18
17.08
16.98
16.88
16.79
16.69
16.59
16.50
16.40
16.31
16.21
16.12
16.03
15.94
15.85
15.76
15.67
15.58
11.87
11.80
11.73
11.66
11.59
11.53
11.46
11.40
11.33
11.26
11.20
11.14
11.07
11.01
10.95
10.88
10 . 82
10.76
10.70
10.64
10.58
10.52
10.46
10.40
10.34
10.28
10.22
SUMMER
SPNDLE(HOLLANDS CR) & FC @ EQU
LMTS, 10 MGD W/D
NBOD 1 Flow 1
26.98
26.72
26.46
26.21
25.96
25.72
25.48
25.24
25.00
24.77
24.54
24.31
14.39
14.30
14.22
14.13
14.05
13.96
13.88
13.80
13.71
13.63
13.55
13.47
13.39
13.31
13.23
13.15
13.08
13.00
12.92
10.21
10.13
10.05
9.97
9.89
9.82
9.74
9.66
9.59
9.51
9.44
9.36
9.29
9.22
9.15
9.08
9.00
8.93
8.87
8.80
8.73
8.66
8.59
8.53
8.46
8.40
8.33
12.80
12.87
12.94
13.00
13.07
13.14
13.21
13.28
13.34
13.41
13.48
13.55
25.35
25.42
25.48
25.55
25.62
25.69
25.76
25.82
25.89
25.96
26.03
26.10
26.16
26.23
26.30
26.37
26.44
26.50
26.57
36.57
36.65
36.72
36.79
36.87
36.94
37.02
37.09
37.16
37.24
37.31
37.39
37.46
37.53
37.61
37.68
37.76
37.81
3 ; . C c!
37.98
38.05
38.13
38.20
38.27
38.35
38.42
38.50

1 3 5.60 5.60 10.17 8.27 38.57
1 3 5.70 5.57 10.11 8.21 38.64
1 3 5.80 5.54 10.05 8.14 38.72
1 3 5.90 5.52 10.00 8.08 38.79
1 3 6.00 5.50 9.94 8.02 38.87
1 3 6.10 5.47 9.88 7.96 38.94
1 3 6.20 5.45 9.83 7.90 39.01
1 3 6.30 5.43 9.7.7 7.84 39.09
1 3 6.40 5.41 9.72 7.78 39.16
1 3 6.50 5.40 9.66 7.72 39.24
1 3 6.60 5.38 9.61 7.66 39.31
1 3 6.70 5.36 9.56 7.60 39.38
1 3 6.80 5.35 9.50 7.54 39.46
1 3 6.90 5.34 9.45 7.49 39.53
1 3 7.00 5.32 9.40 7.43 39.61
1 3 7.10 5.31 9.35 7.37 39.68
1 3 7.20 5.30 9.29 7.32 39.75
1 3 7.30 5.29 9.24 7.26 39.83
1 3 7.40 5.28 9.19 7.21 39.90
1 3 7.50 5.27 9.14 7.15 39.98
1 3 7.60 5.26 9.09 7.10 40.05
1 3 7.70 5.26 9.04 7.05 40.12
1 3 7.80 5.25 8.99 6.99 40.20
1 4 7.80 5.37 14.92 11.64 47.87
1 4 8.00 5.33 14.78 11.49 48.02
1 4 8.20 5.29 14.64 11.35 48.17
1 4 8.40 5.26 14.50 11.21 48.31
1 4 8.60 5.23 14.36 11.07 48.46
1 4 8.80 5.21 14.23 10.93 48.61
1 4 9.00 5.19 14.09 10.79 48.76
1 4 9.20 5.17 13.96 10.65 48.91
1 4 9.40 5.16 13.83 10.52 49.05
1 4 9.60 5.15 13.70 10.39 49.20
1 4 9.80 5.14 13.57 10.26 49.35
1 5 9.80 5.20 18.74 10.17 53.23
1 5 10.20 5.15 18.41 9.93 53.52
1 5 10.60 5.11 18.08 9.70 53.82
1 5 11.00 5.08 17.76 9.48 54.11
1 5 11.40 5.07 17.45 9.26 54.41
1 5 11.80 5.06 17.14 9.05 54.71
1 5 12.20 5.07 16.84 8.85 55.00
1 5 12.60 5.08 16.55 8.64 55.30
1 5 13.00 5.09 16.26 8.45 55.59
1 5 13.40 5.11 15.98 8.26 55.89
1 5 13.80 5.14 15.70 8.07 56.19
1 5 14.20 5.17 15.43 7.89 56.48
1 5 14.60 5.20 15.16 7.71 56.78
1 6 14.60 5.20 15.18 7.75 56.81
1 6 14.64 5.20 15.15 7.74 56.83
1 6 14.68 5.20 15.12 7.72 56.86
1 6 14.72 5.21 15.10 7.70 56.89
1 6 14.76 5.21 15.07 7.68 56.92
1 6 14.80 5.21 15.04 7.67 56.95
1 6 14.84 5.22 15.02 7.65 56.98
1 6 14.88 5.22 14.99 7.63 57.01
1 6 14.92 5.22 14.97 7.62 57.04
1 6 14.96 5.23 14.94 7.60 57.07
1 6 15.00 5.23 14.92 7.58 57.10
1 7 15.00 5.23 14.92 7.60 57.11
1 7 15.10 5.24 14.86 7.55 57.19
1 7 15.20 5.25 14.79 7.51 57.26
1 7 15.30 5.26 14.73 7.47 57.33
1 8 15.30 5.26 14.73 7.47 57.33
1 8 15.40 5.43 14.67 7.44 57.41
1 8 15.50 5.58 14.61 7.41 57.48
1 8 15.60 5.72 14.55 7.37 57.56

8
8
8
8
8
8
8
8
8
8
8
8
8
8 15.80
8 15.90
8 16.00
8 16.10
8 16.20
8 16.30
8 16.40
8 16.50
8 16.60
8 16.70
8 16.80
8 16.90
8 17.00
8 17.10
17.20
17.30
17.40
17.50
17.60
17.70
17.80
17.90
18.00
18.10
18.20
18.30
18.40
8 18.50
8 18.60
8 18.70
8 18.80
8 18.90
8 19.00
8 19.10
8 19.20
8 19.30
8 19.40
8 19.50
8 19.60
8 19.70
8 19.80
8 19.90
8 20.00
8 20.10
8 20.20
8 20.30
8 20.40
8 20.50
8 20.60
8 20.70
8 20.80
8 20.90
8 21.00
8 21.10
8 21.20
8 21.30
8 21.40
8 21.50
8 21.60
: 21.70
21.80
21.90
22.00
22.10
22.20
5.97
6.08
6.18
6.28
6.37
6.45
6.53
6.59
6.66
6.72
6.78
6.83
6.87
6.92
6.96
7.00
7.03
7.07
7.10
7.13
7.15
7.18
7.20
7.22
7.24
7.26
7.28
7.29
7.31
7.32
7.34
7.35
7.36
7.37
7.38
7.39
7.40
7.41
7.42
7.43
7.44
7.44
7.45
7.46
7.46
7.47
7.48
7.48
7.49
7.49
7.50
7.50
7.51
7.51
7.51
7.52
7.52
7.53
7.53
7.54
7.54
7.54
7.55
7.55
7.55
14.49
14.43
14.38
14.32
14.26
14.20
14.14
14.09
14.03
13.97
13.92
13.86
13.81
13.75
13.70
13.64
13.59
13.53
13.48
13.42
13.37
13.32
13.26
13.21
13.16
13.10
13.05
13.00
12.95
12.90
12.84
12.79
12.74
12.69
12.64
12.59
12.54
12.49
12.44
12.39
12.34
12.29
12.25
12.20
12.15
12.10
12.05
12.01
11.96
11.91
11.86
11.82
11.77
11.72
11.68
11.63
11.59
11.54
11.50
11.45
11.41
11.36
11.32
11.27
11.23
11.18
7.31
7.28
7.25
7.22
7.19
7.15
7.12
7.09
7.06
7.03
7.00
6.97
6.94
6.91
6.88
6.85
6.82
6.79
6.77
6.74
6.71
6.68
6.65
6.62
6.60
6.57
6.54
6.51
6.48
6.46
6.43
6.40
6.38
6.35
6.32
6.29
6.27
6.24
6.22
6.19
6.16
6.14
6.11
6.09
6.06
6.04
6.01
5.99
5.96
5.94
5.91
5.89
5.86
5.84
5.81
5.79
5.77
5.74
5.72
5.69
5.67
5.65
5.62
5.60
5.58
5l.bJ
57.70
57.78
57.85
57.93
58.00
58.07
58.15
58.22
58.30
58.37
58.44
58.52
58.59
58.67
58.74
58.81
58.89
58.96
59.04
59.11
59.18
59.26
59.33
59.41
59.48
59.55
59.63
59.70
59.78
59.85
59.92
60.00
60.07
60.15
60.22
60.29
60.37
60.44
60.52
60.59
60.66
60.74
60.81
60.89
60.96
61.03
61.11
61.18
61.26
61.33
61.40
61.48
61.55
61.63
61.70
61.77
61.85
61.92
62.00
62.07
62.14
62.22
62.29
62.37
62.44

1 8 22.30 7.56 11.14 5.56 62.51
1 8 22.40 7.56 11.10 5.53 62.59
1 8 22.50 7.56 11.05 5.51 62.66
1 9 22.50 7.25 19.89 5.28 65.37
1 9 22.60 7.26 19.82 5.26 65.45
1 9 22.70 7.26 19.74 5.24 65.52
1 9 22.80 7.27 19.66 5.22 65.60
1 9 22.90 7.27 19.59 5.20 65.67
1 9 23.00 7.28 19.51 5.18 65.74
1 9 23.10 7.28 19.44 5.16 65.82
1 9 23.20 7.29 19.37 5.14 65.89
1 9 23.30 7.29 19.29 5.12 65.97
1 9 23.40 7.30 19.22 5.10 66.04
1 9 23.50 7.30 19.14 5.08 66.11
1 9 23.60 7.31 19.07 5.06 66.19
1 9 23.70 7.31 19.00 5.04 66.26
1 9 23.80 7.32 18.92 5.02 66.34
1 9 23.90 7.32 18.85 5.00 66.41
1 9 24.00 7.33 18.78 4.98 66.48
2 1 0.00 7.42 5.16 1.75 353.48
2 1 0.10 7.48 5.15 1.75 353.48
2 1 0.20 7.54 5.14 1.74 353.48
2 1 0.30 7.59 5.13 1.74 353.48
2 1 0.40 7.64 5.12 1.74 353.48
2 1 0.50 7.68 5.12 1.73 353.48
2 1 0.60 7.72 5.11 1.73 353.48
2 1 0.70 7.76 5.10 1.73 353.48
2 1 0.80 7.79 5.09 1.73 353.48
2 1 0.90 7.82 5.08 1.72 353.48
2 1 1.00 7.85 5.08 1.72 353.48
1 Seg # I Retch # j Seg Mi { D.O. I CBOD j NBOD 1 Flow

MODEL RESULTS
Discharger : BURLINGTON-J.C. COWAN
Receiving Stream : SECOND BROAD RIVER
SUMMER
SPINDALE IN CATHEY, EQV LMTS
OF 25.5/10/6 @ 8 MGD W/D
The End D.O. is 7.84 mg/1.
The End CBOD is 5.23 mg/1.
The End NBOD is 1.97 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flc
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
5.09 10.40 5
51.0,0 45,00 6.00 6.0000C
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
51.00 45.00 6.00 4.9500C
84.60 9.00 6.00 2.50000
45.00 90.00 0.00 0.01800
45.00 90.00 0.00 0.0070C
0.00 0.00 0.00 0.0000C
224.10 0.00. 0.00 1.7500C
,r
7.42 0.00 1
0.00 0.00 0.00 0.0000E

* * * MODEL SUMMARY DATA
Discharger : BURLINGTON-J.C. COWAN Subbasin : 030E
Receiving S ream : SECOND BROAD RIVER Stream Class: WSII
Summer 7Q10
: 53.3 Winter 7Q10 : 78.0
Design Temp_rature: 25.0
!LENGTH! SLOPE! VELOCITY DEPTH' Kd Kd Ka 1 Ka 1 KN .;N 1 K'1R 1 KNR
mile 1 ft/nil fps ft !design i20° design! @20° (design: @20, 'design! @20°
I ! 1
Segment 1 1 0,501 10,601. 0.731 1,64 0.38 0.31 7,61 6.821 0.44 0.30 0,44 0,00
Reach 1 ! I I 1
Segment 1 1 1.401 4.001 0,554 1 1.90 1 0.30 1 0.24 1 2,16 1 1.951 0.44 ! 0.30 1 0.44 1 0.00
Reach 2
1
I I I•
Segment 1 1 4.901 4.001 0.470 1 2.54 1 0.28 1 0.22 ! 1.85 ! 1,661 0.44 1 0.30 ! 0,44 ! 0.00
• Reach 3 1 1 1
1 1 I 1 I I! I 1 1 1
Segment 1 1 2.001 5,00,1 0.570 1 2.55 1 0,29 1 0.23 1 2.80 1 2.511 0.44 1 0,30 1 0.44 1 0.00
Reach 4 1 .1 I 1 ! 1 1 1 1 1 1
1 l i l I i 1 1! 1
Segment 1 1 4.601 5.001 0.605 1 2.61 1 0.30 1 0.24 12.97 1 2.661 0.44 1 0.30 1 0,44 1 0.00
Reach 5 1•' 1
I( I 1 1 l 1 I 1 1 I 1
Segment 1 1 0.401 5.001 0.609 1 2.65 l 0,30 1.0,23 1 2.99 I 2.681 0.44 10.30 1 0,44 10.00
Reach 6 1 I ! 1 1 1 1 ! 1 1
1 1 ( 1 1 1 1 1 1 1 1
Segment 1 1 0.301 5,001 0.610 1 2.65 1 0.30 1 0,23 1 2,99 1 2,631 0.44 1 0,30 1 0.4 1 0,00
Reach 7 I I l 1 1 1 ! 1 1 1 1 1
Segment 1 1 7.201 3.301 0,818 2,34 0.37 0,30 110.67 9,571 0.44 0.30 0.44 0.00
Reach 8 1 .1 1 1
1 1
Segment 1 1 1,501 13,301 0,851 1 2.39 1 0.37 1 0.30 111.10 1 9,961 0.44 1 0.30 1 0,44 1 0,00
Reach 9 l _ 1 ! ( 1 { l 1 1
{ i I 1 1 1 1! 1 I! 1
Segment 2 •1 1.001 is.001 1.631 1 3.84 ( 0.41 1 0.32 124.00 1 21.521 0.44 1 0.30 1 0,44 1 0,00
Reach 1 1 I 1 1 I 1 1 I 1 I 1 1
S
W
1 Flow 1 CBOD 1 NBOD I D.O.
I cfs I mg/1 I mg/1 I mg/1
gment 1 Reach 1
ste I 9.300 151.000 1 45.000 1 6.000 •

neaawaLersl zu.uuu 1 ..uuu 1 .i.000 I I.44U
Tributary j 0.000 ! 2.000 1 3.000 j 7.440
* Runoff 1 0.680 j 2.000 j 3..000 j 7.440
Segment 1 Reach 2
Waste 1 0.000 j 0.000 ( 0.000 j 0.000
Tributary 1 0.000 j 2.000 j 3.000 j 7.440
* Runoff j 0.680 j 2.000 j 3.000 j 7.440
Segment 1 Reach 3
Waste j 0.000 j 0.000 j 0.000 j 0.000
Tributary 1 13.000•,j 2.000 j 3.000 j 7.440
* Runoff 1 0.740 j 2.000 j 3.000 j 7.440
Segment 1 Reach 4
Waste 1 7.673 j 51.000 j 45.000 j 6.000
Tributary I 0.000 j 2.000 j 3.000 j 7.440
k Runoff 1 0.740 j 2.000 j 3.000 j 7.440
Segment 1 Reach 5
Waste 1 3.875 j 84.600 j 9.000 j 6.000
Tributary 1 0.000 j 2.000 j 3.000 j 7.440
* Runoff j 0.740 j 2.000 j 3.000 j 7.440
Segment 1 Reach 6
4aste j 0.028 j 45.000 j 90.000 j 0.000
Tributary 1 0.000 j 2.000 j 3.000 j 7.440
Runoff 1 0.740 j 2.000 j 3.000 j 7.440
Segment 1 Reach 7
Waste 1 0.011 j 45.000 j 90.000 j 0.000
Tributary 1 0.000 j 2.000 j 3.000 j 7.440
* Runoff 1 0.740 1 2.000 j 3.000 ( 7.440
Segment 1 Reach 8
Waste 1 0.000 j 0.000 j 0.000 j 0.000
Tributary 1 0.000 j 2.000 ( 3.000 j 7.440
l' Runoff 1 0.740 j 2.000 j 3.000 j 7.440
Segment 1 Reach 9
Waste 1 2.712 1224.100 j 0.000 j 0.000
'Tributary j 0.000 1 2.000 j 3.000 j 7.440
* Runoff 1 0.740 1 2.000 j 3.000 j 7.440
Segment 2 Reach 1
Waste 1 0.000 1 0.000
Headwaters] 0.000 1 2.000
Tributary 1287.000 1 2.000
* Runoff 1 0.000 1 2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
1 .000
0.000
7.440
7.440
7.440

1 Seg 4[ R ach # I Seg Mi 1 D.O. 1 CBOD
1 1 0.00 6.98 17.55
1 1 0.05 6.97 17.51
1 1 0.10 6.95 17.46
1 1 0.15 6.93 17.41
1 1 0.20 6.92 17.37
1 1 0.25 6.91 17.32
1 1 0.30 6.89 17.28
1 1 0.35 6.88 17.23
1 1 0.40 6.87 17.19
1 1 0.45 6.85 17.14
1 1 0.50 6.84 17.10
1 2 0.50 6.84 17.10
1 2 0.60 6.75 17.01
1 2 0.70 6.65 16.92
1 2 0.80 6.56 16.83
1 2 0.90 6.48 16.74
1 2 1.00 6.39 16.65
1 2 1.10 6.31 16.56
1 2 1.20 6.23 16.47
1 2 1.30 6.16 16.39
1 2 1.40 6.08 16.30
1 2 1.50 6.01 16.21
1 2 1.60 5.95 16.13
1 2 1.70 5.88 16.04
1 2 1.80 5.82 15.96
1 2 1.90 5.76 15.88
1 3 1.90 6.26 11.74
1 3 2.00 6.20-' 11.68
1 3 2.10 6.15 11.62
1 3 2.20 6.10 11.56
1 3 2.30 6.05 11.50
1 3 2.40 6.00 11.44
1 3 2.50 5.96 11.39
1 3 2.60 5.91 11.33
1 3 2.70 5.87 11.27
1 3 2.80 5.83 11.22
1 3 2.90 5.79 11.16
1 3 3.00 5.75 11.10
1 3 3.10 5.72 11.05
1 3 3.20 5.68 10.99
1 3 3.30 5.65 10.94
1 3 3.40 5.62 10.88
1 3 3.50 5.59 10.83
1 3 3.60 5.56 10.77
1 3 3.70 5.53 10.72
1 3 3.80 5.51 10.67
1 3 3.90 5.48 10.61
1 3 4.00 5.46 10.56
1 3 4.10 5.44 10.51
1 3 4.20 5.42 10.45
1 3 4.30 5.40 10.40
1 3 4.40 5.38 10.35
1 4.50 5.36 10.30
1 4.60 5.34 10.25
1 4.70 5.32 10.20
1 4.80 5.31 10.15
1 4.90 5.30 10.10
1 ? 5.00 5.28 10.05
SUMME R
SPINDALE IN CATHEY, EQV LMTS
OF 25.5/10/6 @ 8 MGD W/D
NBOD I Flow I
16.33 29.30
16.29 29.33
16.24 29.37
16.20 29.40
16.15 29.44
16.11 29.47
16.06 29.50
16.02 29.54
15.97 29.57
15.93 29.61
15.88 29.64
15.88 29.64
15.78 29.71
15.67 29.78
15.57 29.84
15.46 29.91
15.36 29.98
15.26 30.05
15.16 30.12
15.06 30.18
14.96 30.25
14.86 30.32
14.76 30.39
14.66 30.46
14.56 30.52
14.47 30.59
11.05 43.59
10.97 43.67
10.89 43.74
10.82 43.81
10.74 43.89
10.67 43.96
10.60 44.04
10.52 44.11
10.45 44.18
10.38 44.26
10.31 44.33
10.24 44.41
10.17 44.48
10.10 44.55
10.03 44.63
9.96 44.70
9.89 44.78
9.82 44.85
9.75 44.92
9.69 45.00
9.62 45.07
9.55 45.15
9.49 45.22
9.42 45.29
9.36 45.37
9.30 45.44
9.23 45.52
9.17 45.59
9.11 45.66
9.05 45.74
8.99 45.81
8.92 45.89

W CO W CO LJ CO, C,
CO CO CO CO
3.1U
5.20
5.30
5.40
5.50
5.6u
5.70
5.80
5.90
6.00
6.10
3 6.20
6.30
6.40
6.50
3 6.60
3 6.70
3 6.80
4 6.80
4 7.00
4 7.20
4 7.40
4 7.60
4 7.80
4 8.00
4 8.20
4 8.40
4 8.60
4 8.80
5 8.80
5 9.20
5 9.60
5 10.00
5 10.40
5 10.80
5 11.20
5 11.60
5 12.00
5 12.40
5 12.80
5 13.20
5 13.60
6 13.60
6 13.64
6 13.68
6 13.72
6 13.76
6 13.80
6 13.84
6 13.88
6 13.92
6 13.96
6 14.00
7 14.00
7 14.10
7 14.20
7 14.30
8 14.30
8 14.40
8 14.50
8 14.60
8 14.70
8 14.80
8 14.90
8 15.00
8 15.10
3
3
3
o.G/
5.26
5.25
5.24
5.23
5.22
5.21
5.20
5.20
5.19
5.18
5.18
5.18
5.17
5.17
5.17
5.16
5.16
5.28
5.25
5.22
5.20
5.18
5.16
5.14
5.13
5.13
5.12
5.12
5.17.
5.14
5.11
5.10
5.09
5.09
5.10
5.11
5.13
5.15
5.18
5.21
5.24
5.24
5.24
5.25
5.25
5.25
5.26
5.26
5.26
5.27
5.27
5.27
5.27
5.28
5.29
5.30
5.30
5.46
5.61
5.75
5.88
6.00
6.11
6.21
6.30
IU.VU
9.95
9.90
9.85
9.80
9.75
9.70
9.66
9.61
9.56
9.51
9.47
9.42
9.37
9.33
9.28
9.24
9.19
15.04
14.91
14.78
14.65
14.53
14.40
14.28
14.16
14.04
133.92
13.80
18.35
18.05
17.76
17.48
17.20
16.92
16.65
16.38
16.12
15.86
15.61
15.36
15.12
15.13
15.11
15.08
15.06
15.04
15.01
14.99
14.96
14.94
14.92
14.89
14.90
14.84
14.78
14.72
14.72
14.67
14.61
14.56
14.50
14.45
14.39
14.34
14.29
8.80
8.74
8.69
8,63
8.57
8.51
3.45
8.40
8.34
8.28
8.23
8.17
8.12
8.06
8.01
7.96
7.90
13.09
12.94
12.79
12.64
12.50
12.36
12.22
12.08
11.94
11.80
11.67
11.50
11.25
11.02
10.78
10.56
10.33
10.12
9.91
9.70
9.50
9.30
9.11
8.92
8.95
8.93
8.92
8.90
8.88
8.86
8.84
8.82
8.81
8.79
8.77
8.78
8.74
8.69
8.65
8.65
8.61
8.58
8.54
8.51
8.47
8.44
8.41
8.37
43 . JU
46.03
46.11
46.18
46.26
46.33
46.40
46.48
46.55
46.63
46.70
46.77
46.85
46.92
47.00
47.07
47.14
47.22
54.89
55.04
55.19
55.33
55.48
55.63
55.78
55.93
56.07
56.22
56.37
60.25
60.54
60.84
61.13
61.43
61.73
62.02
62.32
62.61
62.91
63.21
63.50
63.80
63.83
63.85
63.88
63.91
63.94
63.97
64.00
64.03
64.06
64.09
64.12
64.13
64.21
64.28
64.35
64.35
64.43
64.50
64.58
64.65
64.72
64.80
64.87
64.95

J. b 10.GU b..3J 14.4J b.J4 ID .U`
1 8' 15.30 6.47 14.18 8.31 65.09
1 8 15.40 6.55 14.13 8.27 65.17
1 8 15.50 6.61 14.07 8.24 65.24
1 8 15.60 6.68 14.02 8.21 65.32
1 8 15.70 6.74 13.97 8.17 65.39
1 8 15.80 6.79 13.92 8.14 65.46
1 8 15.90 6.84 13.86 8.11 65.54
1 8 16.00 6.89 13.81 8.08 65.61
1 8 16.10 6.93 13.76 8.04 65.69
1 8 16.20 6.97 13.71 8.01 65.76
1 8 16.30 7.01 13.66 7.98 65.83
1 8 16.40 7.04 13.61 7.95 65.91
1 8 16.50 7.08 13.56 7.92 65.98
1 8 16.60 7.11 13.51 7.88 66.06
1 8 16.70 7.13 13.46 7.85 66.13
1 8 16.80 7.16 13.41 7.82 66.20
1 8 16.90 7.18 13.36 7.79 66.28
1 8 17.00 7.21 13.31 7.76 66.35
1 8 17.10 7.23 13.26 7.73 66.43
1 8 17.20 7.25 13.21 7.70 66.50
1 8 17.30 7.27 13.16 7.67 66.57
1 8 17.40 7.28 13.11 7.64 66.65
i 8 17.50 7.30 13.06 7.61 66.72
1 17.60 7.31 13.01 7.58 66.80
1 0 17.7(1, 7.33 12.96 7 .5E 66.87
7.34
2 66.94
1 . .. 0 .. 3 �, 12.87 67.02
33 iy ;
'1 8 1 8. 00 7.37 12.e2 7.46 67.09
t j 13.1D 7. ._' :• _ 1 . 7 `. 1 i 67.17
i 0'' i ` 0 ! . , J .) 12.73 7.4(3 tit % :1
1 8
V 1 1 : 7./10 1=' 6
1 8 38 .'�'_U 7.41 ! 7.34 67 ,
3
1 8 18.50 7.41 3 _; .. .t 67.4t;
1 18.60 7.42 12.54 7.28 '
1 8 18.70 7.43 12.49 7.25 t.7.
1 8 18.80 7.44 12.45 7.23 67.68
1 8 18.90 7.45 12.40 7.30 67.76
1 8 19.00 7.45 12.36 7.17 67.83
1 8 19.10 7.46 12.31 7.14 67.91
1 8 19.20 7.46 12.27 7.11 67.98
1 8 19.30 7.47 12.22 7.09 68.05
1 8 19.40 7.48 12.18 7.06 68.13
1 8 19.50 7.48 12.13 7.03 68.20
1 8 19.60 7.49 12.09 7.00 68.28
1 8 19.70 7.49 12.04 6.98 68.35
1 8 19.80 7.50 12.00 6.95 68.42
1 8 19.90 7.50 11.95 6.92 68.50
1 8 20.00 7.51 11.91 6.89 68.57
1 8 20.10 7.51 11.87 6.87 68.65
1 8 20.20 7.51 11.82 6.84 68.72
1 8 20.30 7.52 11.78 6.81 68.79
1 8 20.40 7.52 11.74 6.79 68.87
1 8 20.50 7.53 11.69 6.76 68.94
1 8 20.60 7.53 11.65 6.74 69.02
1 8 20.70 7.53 11.61 6.71 69.09
1 8 20.80 7.54 11.57 6.68 69.16
1 8 20.90 7.54 11.52 6.66 69.24
1 8 21.00 7.54 11.48 6.63 69.31
1 8 21.10 7.55 11.44 6.61 69.39
1 8 21.20 7.55 11.40 6.58 69.46
1 8 21.30 7.55 11.36 6.55 69.53
1 8 21.40 7.56 11.31 6.53 69.61
1 8 21.50 7.56 11.27 6.50 69.68
1 9 21.50 7.28 19.25 6.26 72.39
1 9 21.60 7.28 19.18 6.24 72.47

J.
1 9
1 9
1 9
1 9
1 9
1 9
1 9
1 9
1 9
1 9
1 9
1 9
1 9
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
2 1
Seg # j Re - cli #
G1. . 1 V
21.80
21.90
22.00
22.10
22.20
22.30
22.40
22.50
22.60
22.70
22.80
22.90
23.00
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
1 . G J
7.30
7.30
7.31
7.31
7.32
7.33
7.33
7.34
7.34
7.35
7.35
7.35
7.36
7.42
7.48
7.54
7.59
7.64
7.68
7.72
7.76
7.79
0.90 7.82
1.00 7.84
Seg Mi ( D.O.
l7 . 11 O . -1
19.04 6.19
18.97 6.17
18.90 6.15
18.84 6.12
18.77 6.10
18.70 6.08
18.64 6.06
18.57 6.03
18.50 6.01
18.44 5.99
18.37 5.97
18.30 5.95
18.24 5.92
5.31 2.00
5.30 2.00
5.29 2.00
5.29 1.99
5.28 1.99
5.27 1.99
5.26 1.98
5.25 1.98
5.25 1.98
5.24 1.97
5.23 1.97
CBOD ( NBOD
72.62
72.69
72.76
72.84
72.91
72.99
73.06
73.13
73.21
73.28
73.36
73.43
73.50
360.50
360.50
360.50
360.50
360.50
360.50
360,50
360.50
360.50
360.50
360.50
Flow

MODEL RESULTS
Discharger : BURLINGTON-J.C. COWAN
Receiving Str:am : SECOND BROAD RIVER
SUMMER
SPINDALE IN CATHEY'S CR, NH3
TOX LIMITS
The End D.O.
The End CBOD
The End NBOD
s
7.85 mg/l.
5.35 mg/1.
1.35 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
5.44 10.80 5
7.43 0.00 1
60.00 12.00 6.00 6.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
60.00 22.95 6.00 4.25000
84.60 9.00 6.00 2.50000
45.00 90.00 0.00 0.01800
45.00 90.00 0.00 0.00700
0.00 0.00 0.00 0.00000
224.10 0.00 0.00 1.75000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : BURLINGTON—J.C. COWAN Subbasin : 03080;
Receiving Str am : SECOND BROAD RIVER Stream Class: WSIII
Summer 7Q10 : 53.3
Design Temper .tu e: 25.0
Winter 7Q10 : 78.0
T n DEPTH'
t . 1 � KNR
SL' PHI VELOCITY 1 DEPTH ( Kd ( Kd 1 Ka ; Ka 1 KN 1 KN 1 i; ; , KNR
( Di1e 1 ft ail fps 1 ft 'design l 020° 'design i g20° design (design; €20°
I 1 1 i± i 1 1
Sequent 1 ; 0,501 10 601 0.731 1 1.64 1 0.38 1 0.31 1 7.61 1 6.821 0,44 1 0.30 1 0.44 ! 0,00
Reach 1 1 I I 1 I ! 1 1 I I 1 l
I I 1 I 1 1 1 I I I 1
Seguent 1 ; 1.401 4.001 0.554 ; 1.90 1 0,30 1 0.24 1 2.18 1 1.951 0,44 10.30 1 0.44 1 0.00
Reach 2 1 1 1
I i I 11 I I 1 1 1 I 1
Sequent 1 1 4.901 4.001 0.426 1 2,50 1 0.28 1 0.22 1 1,67 1 1,501 0.44 1 0.30 1 0.44 1 0.00
Reach 3 1 1 1 I 1 1 1 1 1 1 I
1
Segment 1 1 2.001
Reach 4 1 1
I 1 1 1 1 1 1 I 1
01 0,518 12,51 1 0.29 1 0.23 1 2,54 1 2.281 0.44 1 0,30 1 0,44 1 0,00
1
Seguent 1 1 4.801
Reach 5 1 1
1 I I I I 1 1 1 I
.01 0.555 1 2.58 10,29 1 0,23 12,72 1 2,441 0.44 1 0,30 1 0,44 1 0.00
1
Sequent 1 1 0.401
Reach 6 1 1
I I i I I I 1
01 0.561 1 2,61 1 0.29 1 0.23 1 2.75 1 2.471 0.44 1 0.30 1 0.44 1 0,00
Seguent 1
Reach 7
1
0.301
i I 1 I 1 1
,i01 0.562 1 2,61 1 0.29 ( 0,23 1 2.75 1 2.471 0.44 1 0.30 1 0.44 1 0.00
1
Segment
Reach
I i I I 1 1 1 ! I
. 01 0,756 12,31 1 0.36 1 0.29 1 9,86 1 8,841 0.44 1 0.30 1 0.44 1 0,00
1 1 I I
I I I 1 1 1 1 I 1 I I I
Segment 1 1 1.501 13,301 0.792 i 2.36 0.37 1 0.29 110.33 1 9,261 0,44 1 0.30 1 0.44 1 0.00
Reach 5
1
Segment 2 1 1.001 15.0 1 1.608 1 3.63 1 0,41 1 0.32 123.66 1 21.221 0,44 1 0,30 1 0,44 1 0.00
Reach 1 1 1 1 1 i 1 1 1 I I 1 !
I Flow 1 CBOD 1 NBOD I D.O. 1
1 cfs I mg/1 1 mg/1 1 mg/1 1
Se ment 1 Reach 1
Wa,te 1 9.300 160.000 112.000 I 6.000

' T -ibutary
* Runoff
0.000 1 2.000
0.680 1 2.000
3.000 1 7.440
3.000 1 7.440
S gment 1 ,each 2
W:ste ( 0.000 I 0.000 ( 0.000 1 0.000
T-ibutary ( 0.000 ( 2.000 ( 3.000 ( 7.440
* Runoff 1 0.680 1 2.000 1 3.000 1 7.440
S
w
T
gment 1 each 3
ste 0.000
ibutary 7.400
Runoff 0.740
0.000
2.000
2.000
0.000
3.000
3.000
0.000
7.440
7.440
S:gment 1 Reach 4
W.ste 1 6.588 ( 60.000 ( 22.950 ( 6.000
T ibutary ( 0.000 I 2.000 ( 3.000 ( 7.440
* Runoff 1 0.740 1 2.000 1 3.000 I 7.440
S:gment 1 Reach 5
W-ste ( 3.875 ( 84.600 j 9.000 ( 6.000
Tributary 1 0.000 ( 2.000 1 3.000 1 7.440
* Runoff 1 0.740 1 2.000 1 3.000 1 7.440
S-gment 1 Reach 6
Waste ( 0.028 1 45.000 1 90.000 1 0.000
Tiibutary 1 0.000 ( 2.000 1 3.000 1 7.440
* runoff 1 0.740 1 2.000 1 3.000 1 7.440
Sement 1 Reach 7
Wa.-te ( 0.011 ( 45.000 1 90.000 ( 0.000
Tr butary 1 0.000 ( 2.000 ( 3.000 ( 7.440
* ..unoff 1 0.740 1 2.000 1 3.000 I 7.440
Se
Wa
Tr
*
Se
Wa
Tr
*
Se
Wa
He
Tr
*
ment 1 Reach 8
te ( 0.000 ( 0.000 ( 0.000 ( 0.000
butary ( 0.000 1 2.000 ( 3.000 1 7.440
unoff 1 0.740 1 2.000 1 3.000 1 7.440
•ment 1 ,each 9
te j 2.712 1224.100 ( 0.000 j 0.000
butary ( 0.000 ( 2.000 l 3.000 1 7.440
runoff 1 0.740 1 2.000 1 3.000 1 7.440
41
ment 2 Reach 1
te ( 0.000
dwatersl 0.000
butary (287.000
unoff 1 0.000
0.000
2.000
2.000
2.000
Runoff flow is in cfs/mile
0.000
1.000
1.000
1.000
0.000
7.440
7.440
7.440

Seg
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
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Tr
Rea
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
1 Seg Mi 1 D.O. I CBOD
0.00 6.98 20.41
0.05 6.98 20.36
0.10 6.98 20.30
0.15 6.98 20.25
0.20 6.97 20.19
0.25 6.97 20.14
0.30 6.97 20.09
0.35 6.97 20.03
0.40 6.97 19.98
0.45 6.97 19.93
0.50 6.97 19.88
0.50 6.97 19.88
0.60 6.91 19.77
0.70 6.85 19.66
0.80 6.79 19.56
0.90 6.74 19.45
1.00 6.68 19.35
1.10 6.63 19.25
1.20 6.59 19.15
1.30 6.54 19.04
1.40 6.49 18.94
1.50 6.45 18.84
1.60 6.41 18.74
1.70 6.37 18.64
1.80 6.33 18.54
1.90 6.29 18.45
1.90 6.51 15.24
2.00 6.47 15.16
2.10 6.42 15.07
2.20 6.38 14.98
2.30 6.34 14.90
2.40 6.30 14.82
2.50 6.26 14.73
2.60 6.22 14.65
2.70 6.18 14.56
2.80 6.15 14.48
2.90 6.12 14.40
3.00 6.08 14.32
3.10 6.05 14.24
3.20 6.02 14.16
3.30 6.00 14.08
3.40 5.97 14.00
3.50 5.94 13.92
3.60 5.92 13.84
3.70 5.90 13.76
3.80 5.88 13.69
3.90 5.85 13.61
4.00 5.83 13.53
4.10 5.82 13.46
4.20 5.80 13.38
4.30 5.78 13.31
4.40 5.76 13.23
4.50 5.75 13.16
4.60 5.73 13.09
4.70 5.72 13.01
4.80 5.71 12.94
4.90 5.69 12.87
5.00 5.68 12.80
SUMMER
SPINDALE IN CATHEY'S CR, NH3
TOX LIMITS
1 NBOD ) Flow I
5.86 29.30
5.84 29.33
5.83 29.37
5.81 29.40
5.80 29.44
5.79 29.47
5.77 29.50
5.76 29.54
5.75 29.57
5.73 29.61
5.72 29.64
5.72 29.64
5.68 29.71
5.65 29.78
5.62 29.84
5.58 29.91
5.55 29.98
5.52 30.05
5.49 30.12
5.45 30.18
5.42 30.25
5.39 30.32
5.36 30.39
5.33 30.46
5.30 30.52
5.27 30.59
4.82 37.99
4.79 38.07
4.76 38.14
4.72 38.21
4.69 38.29
4.66 38.36
4.62 38.44
4.59 38.51
4.56 38.58
4.53 38.66
4.50 38.73
4.47 38.81
4.44 38.88
4.40 38.95
4.37 39.03
4.34 39.10
4.31 39.18
4.28 39.25
4.26 39.32
4.23 39.40
4.20 39.47
4.17 39.55
4.14 39.62
4.11 39.69
4.08 39.77
4.06 39.84
4.03 39.92
4.00 39.99
3.97 40.06
3.95 40.14
3.92 40.21
3.89 40.29

J.10
5.20
5.30
5.40
5.50
5.60
5.70
5.80
5.90
6.00
6.10
6.20
6.30
6.40
6.50
6.60
6.70
6.80
6.80
7.00
7.20
7.40
7.60
7.80
8.00
4 8.20
4 8.40
4 8.60
4 8.80
5 8.80
5 9.20
5 9.60
5 10.00
5 10.40
5 10.80
5 11.20
5 11.60
5 12.00
5 12.40
5 12.80
5 13.20
5 13.60
6 13.60
6 13.64
6 13.68
6 13.72
6 13.76
6 13.80
6 13.84
6 13.88
6 13.92
6 13.96
6 14.00
14.00
14.10
14.20
14.30
14.30
14.40
8 14.50
8 14.60
8 14.70
8 14.80
8 14.90
8 15.00
8 15.10
7
7
7
7
8
8
J.0I
5.66
5.65
5.64
5.64
5.63
5.62
5.62
5.61
5.61
5.60
5.60
5.59
5.59
5.59
5.59
5.59
5.58
5.64
5.62
5.60
5.58
5.56
5.55
5.54
5.53
5.53
5.53
5.52
5.56
5.51
5.48
5.46
5.44
5.44
5.44
5.44
5.45
5.47
5.49
5.51
5.54
5.54
5.54
5.54
5.55
5.55
5.55
5.56
5.56
5.56
5.56
5.57
5.57
5.57
5.58
5.59
5.59
5.74
5.87
5.99
6.11
6.21
6.31
6.40
6.48
12.66
12.59
12.52
12.45
12.38
12.31
12.24
12.18
12.11
12.04
11.98
11.91
11.84
11.78
11.71
11.65
11.59
18.20
18.03
17.86
17.69
17.52
17.35
17.19
17.02
16.86
16.70
16.55
21.47
21.09
20.72
20.35
19.99
19.64
19.30
18.96
18.63
18.30
17.98
17.67
17.36
17.38
17.35
17.32
17.29
17.26
17.23
17.20
17.17
17.14
17.11
17.08
17.09
17.01
16.94
16.87
16.87
16.80
16.73
16.66
16.59
16.53
16.46
16.39
16.33
3 G I
3.84
3.82
3.79
3.77
3.74
3.72
3.69
3.67
3.64
3.62
3.59
3.57
3.55
3.52
3.50
3.48
3.45
6.12
6.05
5.97
5.90
5.83
5.76
5.70
5.63
5.56
5.50
5.43
5.69
5.57
5.45
5.33
5.22
5.10
4.99
4.89
4.78
4.68
4.58
4.49
4.39
4.44
4.43
4.42
4.41
4.40
4.39
4.38
4.37
4.36
4.35
4.34
4.36
4.34
4.32
4.29
4.29
4.28
4.26
4.24
4.23
4.21
4.19
4.18
4.16
��J a JtJ
40.43
40.51
40.58
40.66
40.73
40.80
40.88
40.95
41.03
41.10
41.17
41.25
41.32
41.40
41.47
41.54
41.62
48.21
48.35
48.50
48.65
48.80
48.95
49.09
49.24
49.39
49.54
49.69
53.56
53.86
54.15
54.45
54.74
55.04
55.34
55.63
55.93
56.22
56.52
56.82
57.11
57.14
57.17
57.20
57.23
57.26
57.29
57.32
57.35
57.38
57.41
57.44
57.45
57.52
57.60
57.67
57.67
57.74
57.82
57.89
57.97
58.04
58.11
58.19
58.26

J. 1J . l..V U . JU 10 . GQ "a . ijt DU . J-i
1 15.30 6.63 16.19 4.13 58.41
1 15.40 6.70 16.13 4.11 58.48
1 15.50 6.76 16.06 4.10 58.56
1 15.60 6.81 16.00 4.08 58.63
1 15.70 6.87 15.93 4.06 58.71
1 15.80 6.92 15.87 4.05 58.78
1 15.90 6.96 15.81 4.03 58.85
1 16.00 7.00 15.74 4.02 58.93
1 16.10 7.04 15.68 4.00 59.00
1 16.20 7.08 15.62 3.99 59.08
1 .; 16.30 7.11 15.55 3.97 59.15
1 u 16.40 7.14 15.49 3.95 59.22
1 16.50 7.17 15.43 3.94 59.30
1 16.60 7.20 15.37 3.92 59.37
1 16.70 7.22 15.30 3.91 59.45
1 16.80 7.25 15.24 3.89 59.52
1 16.90 7.27 15.18 3.88 59.59
1 17.00 7.29 15.12 3.86 59.67
1 : 17.10 7.31 15.06 3.85 59.74
1 17.20 7.32 15.00 3.83 59.82
1 17.30 7.34 14.94 3.82 59.89
1 17.40 7.36 14.88 3.81 59.96
1 17.50 7.37 14.82 3.79 60.04
1 17.60 7.38 14.76 3.78 60.11
1 = 17.70 7.40 14.70 3.76 60.19
1 17.80 7.41 14.64 3.75 60.26
1 17.90 7.42 14.59 3.73 60.33
1 8 18.00 7.43 14.53 3.72 60.41
1 8 18.10 7.44 14.47 3.71 60.48
1 8 18.20 7.45 14.41 3.69 60.56
1 8 18.30 7.46 14.35 3.68 60.63
1 8 18.40 7.47 14.30 3.66 60.70
1 8 18.50 7.47 14.24 3.65 60.78
1 8 18.60 7.48 14.18 3.64 60.85
1 8 18.70 7.49 14.13 3.62 60.93
1 8 18.80 7.50 14.07 3.61 61.00
1 8 18.90 7.50 14.01 3.59 61.07
1 8 19.00 7.51 13.96 3.58 61.15
1 8 19.10 7.51 13.90 3.57 61.22
1 8 19.20 7.52 13.85 3.55 61.30
1 8 19.30 7.53 13.79 3.54 61.37
1 8 19.40 7.53 13.74 3.53 61.44
1 8 19.50 7.54 13.68 3.51 61.52
1 8 19.60 7.54 13.63 3.50 61.59
1 8 19.70 7.55 13.58 3.49 61.67
1 8 19.80 7.55 13.52 3.48 61.74
1 8 19.90 7.55 13.47 3.46 61.81
1 8 20.00 7.56 13.42 3.45 61.89
1 8 20.10 7.56 13.36 3.44 61.96
1 8 20.20 7.57 13.31 3.42 62.04
1 8 20.30 7.57 13.26 3.41 62.11
1 8 20.40 7.57 13.21 3.40 62.18
1 8 20.50 7.58 13.15 3.39 62.26
1 8 20.60 7.58 13.10 3.37 62.33
1 8 20.70 7.58 13.05 3.36 62.41
1 8 20.80 7.59 13.00 3.35 62.48
1 8 20.90 7.59 12.95 3.34 62.55
1 8 21.00 7.59 12.90 3.32 62.63
1 8 21.10 7.60 12.85 3.31 62.70
1 8 21.20 7.60 12.80 3.30 62.78
1 8 21.30 7.60 12.75 3.29 62.85
1 8 21.40 7.61 12.70 3.28 62.92
1 8 21.50 7.61 12.65 3.26 63.00
1 9 21.50 7.30 21.37 3.13 65.71
1 9 21.60 7.30 21.29 3.12 65.78

a
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
Seg
9-
9
9
9
9
9
9
9
9
9
9
9
1
1
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1
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1
1
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Reach
L. s . i
21.80 7.31
21.90 7.32
22.00 7.32
22.10 7.33
22.20 7.33
22.30 7.34
22.40 7.34
22.50 7.35
22.60 7.35
22.70 7.36
22.80 7.36
22.90 7.36
23.00 7.37
0.00 7.43
0.10 7.49
0.20 7.54
0.30 7.60
0.40 7.64
0.50 7.69
0.60 7.72
0.70 7.76
0.80 7.79
0.90 7.82
1.00 7.85
Seg Mi ( D.O.
G1 cy1 J.11
-21.13 3.10
21.05 3.09
20.97 3.08
20.89 3.07
20.81 3.05
20.73 3.04
20.65 3.03
20.57 3.02
20.49 3.01
20.41 3.00
20.33 2.99
20.26 2.98
20.18 2.97
5.43 1.37
5.42 1.37
5.42 1.37
5.41 1.37
5.40 1.36
5.39 1.36
5.38 1.36
5.37 1.36
5.37 1.35
5.36 1.35
5.35 1.35
CBOD I NBOD
0-1.00
65.93
66.01
66.08
66.15
66.23
66.30
66.38
66.45
66.52
66.60
66.67
66.75
66.82
353.82
353.82
353.82
353.82
353.82
353.82
353.82
353.82
353.82
353.82
353.82
Flow

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Health
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
February 10, 1994
Mr. Bill Penson
Manager
Town of Spindale
Post Office Box 186
Spindale, North Carolina 28160
Dear Mr. Penson:
;4714k1
The Town of Forest City, North Carolina, proposes to expand their existing
water treatment plant from 8 MGD to 12 MGD. This expansion is predicted to result
in reduced steam flow in the Second Broad River. This reduction in flow may result
in more stringent effluent limitations at your wastewater treatment plant in the
future. Of particular concern is the potential for instream dissolved oxygen
standard violations.
As a part of the environmental review for the water treatment plant expansion
project, this office has agreed to notify downstream dischargers of the proposed
project. It is my understanding that the Town of Forest City has also contacted you
about this issue.
It would be greatly appreciated if you would provide us with written
confirmation that you received this notice. If you have any questions or comments,
please let me know.
Sincerely,
Linda C. Sewall
Deputy Director
L C S : chh
cc: Ms. Kim Timmons
Ms. Melba McGee
Ms. Monica Swihart
Mr. Wallace E. Venrick
Mr. J. C. Lin
Mr. Harold Saylor
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Page 1
Note for Jackie Nowell
From: Coleen Sullins
Date: We, Jan 12, 1994 7:48 PM
subject: RE: I�Spindale reopener
To: Jacice Nowell
Cc: Dave Goodrich; Randy Kepler
Jackie - I propose modifying it slightly: Upon initiation of increased water withdrawal from
the Second Broad River resulting from the expansion of the Forest City Water Treatment
Plan (WTP), Spindale's limits for oxygen consuming wastes may be changed. If instream
wate quality standard violations are documented as a result of the decrease in the 7Q10 flow
in the Second Broad River caused by the WTP withdrawal, or upon expansion of the
Spindale plant, this permit shall be modified to incorporate more stringent effluent limitations
for the oxygen consuming constituents, BOD5 and NH3, to protect the downstream
dissoved oxygen standard.
Let me know if any of you disagree with the modification. Coleen
From: Jackie Nowell on Wed, Jan 12, 1994 3:56 PM
Subject: RE: Spindale reopener
To: Coleen Sullins
We don't want to penalize Spindale at this time because of the expansion but we want them to
be avc{are that their limits could be modified under two scenarios, 1) at their existing limits , if
water quality data shows instream DO violations when the WTP expansion occurs, 2) if they
should decide to expand their facility. At this time we have not determined what the tighter
limits would be.
Okay, , so here's this condition revised again. If still ?s or not written clearly enough, I
know I'll hear from you.
Upon initiation of increased water withdrawal from the Second Broad River by the expansion
of the Forest City WTP, Spindale's limits for oxygen consuming wastes may be changed. If
instream water quality standard violations are documented because of the decrease in the
7Q10 flow in the Second Broad River by the WTP withdrawal, or upon expansion of the
Spindle plant, this permit shall be modified to incorporate more stringent effluent limitations
for the oxygen consuming constituents, BOD5 and NH3, to protect the downstream
dissolved oxygen standard.
From: Coleen Sullins on Tue, Jan 11, 1994 5:11 PM
Subjeec�t: RE: Spindale reopener
To: Jaekie Nowell
Cc: Dave Goodrich; Randy Kepler
If we are positively going to change the limits in the permit once the wtp is operational, I see
no reason to say "and in the event that instream water quality monitoring data indicates the
potential for detrimental effects". I would recommend removing that language and just
making the flat out statement that upon initiation .... Can we give them what the actual limits
are going to be? Coleen
From:.Jackie Nowell on Tue, Jan 11, 1994 4:40 PM

Page 2
Subject: RE: Spindale reopener
P P
To: Coleen Sullins
This
is our recommended reopener condition, maybe a combination of both will be perfect.
Upon initiation of increased water withdrawal from the Second Broad River by the expansion
of the Forest City Water Treatment Plant, and in the event that instream water quality
monitoring data indicates the potential for detrimental effects, the limits for oxygen
consuming wastes may be changed. As a result of the decrease in the 7Q10 flow in the
Second Broad River by the water treatment plant withdrawal, this permit for the Spindale
WWTP shall be modified to incorporate more stringent effluent limitations for BOD5 and
NH3 to protect the downstream dissolved oxygen standard.
Fron : Coleen Sullins on Tue, Jan 11, 1994 7:23 AM
Subject: RE: Spindale reopener
To: Jackie Nowell; Randy Kepler
Cc: Dave Goodrich
Randy - I recommended several minor modifications (see the reworded language below). I
also think that we might want them to know that it is oxygen consuming wastes that are the
problem. Should we modify the language further to state that? We could add something
along the following lines: The decrease in 7Q10 may result in more stringent effluent limits
for oxygen consuming wastes, BOD5 and NH3, for the Spindale WWTP discharge. Or
something similar. Coleen
"Limitation Reopener Condition
Upon initiation of water withdraw from the Second Broad River by the Expansion of Forest
City' water treatment plant and in the event a water quality standard or instream monitoring
indic tes there are detrimental effects in the stream as a result of the lowering of the 7Q10
flow l y the water treatment plant withdrawal, this permit shall be modified or alternatively,
revoked and reissued, to incorporate more stringent parameters to protect the downstream
water quality."
From Randy Kepler on Tue, Jan 11, 1994 7:14 AM
Subject: Spindale reopener
To: Coleen Sullins; Dave Goodrich; Jackie Nowell
Belo is the reopener for spindale permit. I tried to make it similar to other reopeners so
couldyou look over it and give me y comments you might have on how to make it sound
better]
Thanl Randy
"Limitiation Reopener Condition
Upon initiation of water withdraw from the Second Broad River by the Expansion of Forest
City's water treatment plant and in the event a water quality standard or instream monitoring
indicates there are detrimental effects in the stream due to the lower 7Q10 flow due to the
water reatment plant, this permit shall be modified or alternatively, revoked and reissued, to
incorporate more stringent parameters to protect the downstream water quality."

Page 1
Note for Jackie Nowell
From: Jaclde Nowell
Date: Mon, Jan 10, 1994 10:53 AM
Subject: Spindale's Ni & Chloride limits
To: Randy Kepler
I 've reviewed the limits for the above constituents and the revised limits are as follows:
Ni @ Hollands Creek: 34 µg/1
Ni @ Catheys Creek: 79 µg/1
The current draft permit includes monitoring only for Chlorides. Based on the change of
stream classification to WS-V, a chloride limit probably should be added to the permit.
Chlorides @ Hollands Creek: 344 mg/1
Chlorides @ Catheys Creek: 788 mg/1
Please contact me if there are questions.
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