NC0074268_Wasteload Allocation_19880729

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO 7y 2-Lg
FACILITY NAME: CR01/4.3cas k,JwTPcoly o�
C. rvs o K
Facility Status: EXISTING
(circle one)
Permit Status: RENEWAL 1100E1CATION UNPERMIT ED NEW
(circle one)
Major Minor..
PROPOf )
Pipe No:
Design Capacity (MGD):
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
PersiD
c-g % (3,5 M�n�
RECEIVING STREAM: Ca, cakeY.
Class- C_
Sub -Basin: 03-0i6.-37
Reference USGS Quad:
County-
l\1vJ (please attach)
Regional Office: As Fa Mo Ra Wa Wi WS
(circle •ws)
Requested By.,j
Prepared By• 4�I Date: 7/z10?
Reviewed Bv•
Date:
Date: 7(717gg
Drainage Area (mi2 )
Modeler
Date Rec.
G03/8P
`9'
Avg. Streamflow (cfs)•
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
)o � d
Parameters L-<
Upstream Location @, Se z 54Z-
Downstream Location / 7 ^1-.4.-
'.s
Effluent
Characteristics
_'uAnt/-
W/411w
WA) I / �MII,.
BOD5 (mg/I)
13
13
d l,,s5l.t) 14-c
NI13- N (mg/1)
02
10
MiCt.% ,r t 90
D.O. (mg/I)
‘
6
!,7Amdt, (J5/9 I �j
TSS (mg/l)
30
30
%
F. Col. (/ 100m1)
16 o c>
l o n e)
p Hyy,�(S U)
l. - y
(. - R
�A
/ ,,us. c . (01,�/
Uta.A%/G. DAY MA.‘•
11 • 3Z,7
:; 4,,i,.,_ (v'/,e)
3.5
Comments- > � ade''""`"- t

Request No. :4687
�.
Permit Number
^° Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
: NC0074268
: CROWDERS CREEK WWTP-CITY OF GASTONIA
: 42% DOMESTIC wI/�L
: PROPOSED =�~�~---'
�o�����m���
; CROWDERS CF���
:
:
C
030837
GASTON
MRO
FOSTER
6/13/88
G14NW
JUL 25 988
nage Area
MOOR ,
age Flow
Summer 7010
Winter 7010
3002
'---- RECOMMENDED EFFLUENT LIMITS
:
Wasteflow (mgd):
5-Day BOD (mg/1):
Ammonia Nitrogen (mg/1):
Dissolved Oxygen (mg/l):
TSS (mg/1):
Fecal Coliform (#/100ml):
pH (SU):
Total phosphorus (mg/1):
Tot'res. chlorine (ug/l):
Chromium (ug/l):
MO. AVG DLY
6.0
13
6
30
1000
6-9
2
19
32.7
MAX
Cadmium
Lead
Nickel
Cyanide
MONITORING
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs)
(ug/I)
(ug/l)
(ug/l)
(ug/l)
3'5
40
79.4
91
6.7
18
26
Upstream (Y/N): Y Location: SR2424
Downstream (Y/N): Y Location: 1.7 MILES DOWNSTREAM OF DISCHARGE
---------------------------------- COMMENTS ----------------------------------
RECOMMEND EFFLUENT MONITORING FOR SELENIUM, OIL & GREASE, COPPER, SILVER, AND
ZINC.RECOMMEND INSTREAM MONITORING FOR TEMPERATURE,DO,FECAL COLIFORM, AND CON-
DUCTIVITY. MONITORING SHOULD BE WEEKLY IN THE SUMMER AND MONTHLY IN THE WIN-
TER.
**TOXICITY LIMITS ATTACHED**
**LIMITS DEVELOPED FROM QUAL2W MODEL RUN BY SOUTH CAROLINA'S DEPT. OF HEALTH
AND ENVIRONMENTAL CONTROL. SEE ATTACHED MEMO.
tjt-
. �
I)ya j~h s"k— ^ -~I
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
RETURN TO TECHNICAL
Date
Date
-
Date/7�
��� ------
�--�_ _
_ _
SERVICES BY
Date
AUG�0 1�0O
^`�u�� /��w

1,4
Facility Name CW/11:5 6-id 7-"' 6./ •i lit'
Permit #t NG Oo 71Z(y p
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
'Ilse effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 58 % (defined -as treatment two'in the North Carolina procedure
document). The permit holder shall perform Quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will �' perf rmed after thirty days from
issuance of this permit during the month of tip r Qc . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemicallphysical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute a failure of permit condition.
7Q10 . 7 cfs
Permited Flow 6.0 MGD Recommended by:
IWC% 58
Basin & Sub -basin ca. 3
Receiving Seam Ceat w(.
County G'�{4,/ ate �' /r h(
**Chronic Toxicity (Ceriodaphnia) P/F a Sd %, 19IX 14L "Cr , See Part 3 , Condition X.

DIVISION OF ENVIRONMENTAL MANAGEMENT
July 15, 1988
MEMORANDUM
TO: Allen Wahab
THRU: Steve Tedder
Trevor Cleme
David Vogt
FROM: Jackie Nowelli
SUBJECT:
Proposed Crowders Creek WWTP - City of Gastonia
NPDES No. NC0074268, Gaston County
Wasteload Allocation / AT Justification
The Technical Support Unit of the Division of Environmental Management
has completed the Wasteload Allocation for the subject facility. During our
review of the Crowders Creek WLA, it became apparent that because of the
proximity of the discharge point to the N.C./S.C. state line and the large
wasteflow (6.0 MGD), the discharge from the Crowders Creek facility would
significantly impact the waters in the South Carolina portion of Crowders
Creek. For this reason, this project was done in conjunction with the South
Carolina Department of Health and Environmental Control (SCDHEC). As a
result, the recommended limits for the oxygen consuming parameters were
based on the QUAL2E Model run by Mr. Terry Borders, Manager of the Wasteload
Allocation and Certification Section of SCDHEC (see attached letter from T.
Borders). The methods used to determine model input have been reviewed and
approved as part of the 1983 South Carolina / EPA Region IV agreement.
Technical. Support provided the headwater inputs for the S.C. QUAL2E
Model by performing a Level B analysis from the headwaters of Crowders
Creek to the proposed discharge point (just below N.C. State Road 2424).
This was done by using the amount of dissolved oxygen, carbonaceous BOD, and
nitrogenous BOD at the end of the model as background levels for the N.C.
portion of Crowders Creek.
The aforementioned letter from SCDHEC provides an explanation for the
recommended limits to protect water quality in South Carolina. However,
there has been a change in the BOD, limit from 18 mg/1 to 13 mg/1. South
Carolina used a CBOD/BOD, ratio of 1.5 to convert 27 mg/1 of CBOD, while
Technical Support uses a CBOD/BOD, ratio of 2 when a municipal discharger
has more than 10% industrial waste present in their wasteflow. SCDHEC is in
agreement with our recommendation to reduce the BOD, limit to 13 mg/1 and
concurs that a more stringent limit gives greater protection to the
eutrophic waters at the mouth of Crowders Creek.

The recommended metals limits are based on estimated concentrations for
the proposed facility utilizing the loads from all currently permitted
industrial dischargers that will be incorporated with the new Gastonia
plant. In the absence of pretreatment headworks analysis, this was consid-
ered to be the best method of determining limits for metals. Where esti-
mated concentrations were within 1/l0th of the allowable concentrations
(determined by using mass balance equations), limits were established for
that parameter. Otherwise, only monitoring was required for probable con-
stituents (see Appendix D).
Finally, Technical Support recommends that a reopener clause be placed
in the Gastonia permit to add, delete, or modify limits if monitoring data
provide sufficient reason to do so.
If there are any additional questions or comments on the recommended
limits for the subject facility, please feel free to contact me.
JN/gh
Attachments
cc:
Rex Gleason
Terry Borders
Don Garbrick
Samuel L. Wilkins
Jim Greenfield

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MEMORANDUM
TO:
FROM:
DIVISION OF ENVIRONMENTAL MANAGEMENT
June 21, 1988
Trevor Clements, Supervisor
Technical Support Unit
Water Quality Section
Rob Brown
Local Planning Management Unit
Construction Grants Section
SUBJECT: Gastonia and Tarboro
Discharge Points
The Tarboro WWTP will continue to discharge at the current
location and expanded design size will be 5.0 mgd. The proposed
Gastonia WWTP will discharge at the Crowder Creek site as noted
on the enclosed map. Design flow is 6.0 mgd.
RB/jh
cc: LPMU
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Proposed Pump Stati
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Proposed Force Main
•••
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-t .
• ' APPENDIX B
South Carolina Department of Health
and Environmental Control
2600 Bull Street
Columbia, S.C. 29201
Commissioner
Michael D. Jarrett
March 15, 1988
Ms. Jackie Nowell
State of North Carolina
Department of Natural Resources
and Community Development
Division of Environmental Management
512 North Salisbury Street
Raleigh, N. C. 27611
Re: Proposed 6MGD WWTP
Crowders Creek to Lake Wylie
Dear Ms. Nowell:
Board
Moses H. Clarkson, Jr.. Chairman
Oren L. Brady, Jr., Vice -Chairman
Euta M. Colvin, M.D., Secretary
Harry M. Hallman, Jr.
Henry S. Jordan, M.D.
Toney Graham, Jr. M.D.
As you informed me over the telephone, this proposed
facility will discharge into Crowders Creek just above the
NC/SC border. This Section has completed a QUAL2E
microcomputer model on Crowders Creek beginning at the 605 feet
elevation down to Hwy. 49 at elevation 550 feet.
South Carolina Catawba District personnel made a visual
inspection of the creek and a water quality assessment was
conducted June 7 and 8, 1982. The 1982 study plan and data
results are attached for your information.
The dissolved oxygen analysis using the QUAL2E shows that
Crowders Creek is water quality limited. The bottom of the
D.O. sag (5.00 mg/1 minimum) caused by this discharger is
predicted to occur in South Carolina 1.7 miles downstream from
the facility at the 600 feet elevation. Recovery of the
dissolved oxygen occurs before the lake cove. Background data
used in this model were furnished by you. A copy of the QUAL2E
model is attached for your information. The following limits
are needed to assure protection of applicable Class B South
Carolina dissolved oxygen water quality standards.
Q 6.0 MGD
BOD5 18.0 mg/1
NH3-N 2.0 mg/1 (March - October)
NH3-N 10.0 mg/1 (November - February)
D.O. 6.0 mg/1 (minimum - all times)

Ms. Jackie Nowell
Page Two
March 15, 1988
Of considerable concern to South Carolina is the eutrophic
condition of the Crowders Creek cove. The "trophic ranking
factor" was one of several methods used in determining an
overall ranking of 40 publically owned lakes addressed by the
South Carolina Clean Lakes Classification Survey. Trophic
ranking of the lakes was accomplished by listing the lakes in
descending order by "trophic ranking factor." I've enclosed
Table 6.9 from this report. The number one ranked lake (Lake
Greenwood, Reedy River) corresponds to the one with the poorest
trophic condition. The Crowders Creek cove of Lake Wylie,
which we are now concerned with, ranked fourth, while the other
areas of Lake Wylie placed further down on the list.
During the winter, phosphorus is the limiting nutrient in
Lake Wylie, including the Crowders Creek cove. During spring,
summer, and fall, nitrogen is the limiting nutrient in the
Crowders Creek cove. As you are aware, nitrogen is most likely
to become limiting in highly enriched systems such as the
Crowders Creek cove. Therefore, the greatest control on
productivity would result from control of phosphorus inputs
with some added control from nitrogen restriction in systems
already enriched.
South Carolina has only two small sanitary dischargers
(total of 0.029 MGD) to the Crowders Creek drainage area. At
8.0 mg/1 total phosphorus, contribution is less than 2.0
lb/day. The North Carolina proposed facility would contribute
99.99% of the loading of phosphorus to the cove. In order to
evaluate the impact of the phosphorus contribution to Lake
Wylie by South Carolina dischargers, the Vollenweider type
analyses has been employed. The attached figure depicts the
results of the Vollenweider model. The TP loading rate of 8.38
g/m /year is over five times that proposed by Vollenweider as
an eutrophic loading. If all South Carolina dischargers
provide TP removal, the expected loading rate to the lake would
still be 7.99 g/m /year, an insignificant improvement.
Our District personnel do not report documented
algae -related problems in the Crowders Creek cove, but a
recurrence of drought conditions such as in 1980, 1981, and
1986 may induce a large growth of algae if this loading of
phosphorus from such a new facility is allowed. During periods
of hot, humid weather, the combination of high light intensity,
high temperature and elevated nutrient levels will provide
ideal conditions for algal growth in this 2.8 mile long cove
from Hwy. 49 to the main channel of Lake Wylie.

Ms. Jackie Nowell
Page Three
March 15, 1988
EPA recommends that total phosphates as phosphorus not
exceed 50 ug/1 in any stream at the point it enters any lake.
This recommendation is to prevent the development of biological
nuisances and to control cultural eutrophication. Modelling of
organic phosphorus as P and dissolved phosphorus as P with the
proposed discharge show levels of these parameters as 2.95 mg/1
and 1.17 mg/1 respectively at Hwy. 49. Total phosphorus
averaged 0.175 mg/1 from 26 samples taken from June 1982
through October 1987 at Hwy. 49.
The current and predicted condition of the Crowders Creek
cove require this Agency, in an effort to control cultural
eutrophication and prevent nuisance conditions from occurring,
to request that the State of North Carolina control the
phosphorus input to Crowders Creek. This action should take
place now in the planning stages for this development and
require on the NPDES permit a total phosphorus limit of 2.0
mg/1.
The recreational use of the cove is considerable. The
Palmetto Girl Scout Camp, used regularly during the summer, is
located at Hwy. 49. Direct body contact and other water uses
associated with Crowders Creek are present at this location.
South Carolina regulations require dischargers to streams
not to cause a mixed instream residual chlorine concentration
greater than 11.0 ug/1 (average) and 19.0 ug/1 (maximum). The
model used in these analyses is attached (last page of
printout). The model calculates 19.0 ug/1 (average) and 32.7
ug/1 (maximum) for this 6.0 MGD discharge. The detection limit
for total residual chlorine (TRC), according to our Bureau
determinations, is 100 ug/1. A limit of 100 ug/1 TRC is
expected to be applied to this facility.
Lastly, on March 6, our district emergency response team
conducted a site inspection of Crowders Creek from Hwy. 557
upstream into North Carolina at I-85/Hwy. 29 between Kings
Mountain and Bessemer City in response to complaints of the
stream being black and foamy. The source of the problem was
not identified but was most likely due to a dye wastewater with
surfactants, possibly from a textile plant. No instream
samples were taken. Can you advise as to any investigation
involving this discharge/spill and the outcome of that
investigation?
This Agency would appreciate your comments concerning
issuance of this permit and to be given the opportunity to
address the permit conditions during the public notice period.

Ms. Jackie Nowell
Page Four
March 15, 1988
Also, in reference to the letter that I sent to you in
December and our later telecom, please provide me with written
comments on the current status and limitations to N. C.
dischargers to Steele Creek. We would like to meet in the near
future in Raleigh, Columbia, or in our District office in Fort
Lawn to discuss water quality management planning that directly
affects both agencies.
Sincerely,
-Z‘K,
TerryL. Borders
Manager
Wasteload Allocation and
Certification Section
TLB:krw
Attachments
CC: Jim Joy
Chester Sansbury
Al Williams
File: GMGDWWTP

/v c_ c- ve y
APPENDIX C
$$$ (PROBLEM TITLES) $$$
CARD TYPE
TITLE01
TITLE02
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
T I TLE08 NO
T ITL E09 NO
TITLEIO
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
* * * QUAL-2E STREAM QUALITY ROUTING MODEL * * *
* * * E.PA/NCASI VERSION * * *
QUAL-2E PROGRAM TITLES
CRGWDERS.DAT 03-08-36 CROWDERS CREEK FROM NC -LAKE WYLIE
FOR PROPOSED NC DISCHARGE INLUDES BEAVERDAM CR TLB 3/3/88
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND IN M5/L
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLAS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N; NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN N0./100 ML
ARBITRARY NON -CONSERVATIVE
$$$ DATA TYPE 1 (CONTROL DATA) $$$
CARD TYPE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
DISCHARGE COEFFICIENTS
NO PRINT SOLAR/LCD DATA
PLOT DO AND BOD
FIXED DNSTRM CONC(YES=1)=
INPUT METRIC (YES=1) =
NUMBER OF REACHES
NUM OF HEADWATERS =
TIME STEP (HOURS) _
MAXIMUM ROUTE TIME (HRS)=
ENDATA1
0.00000
0.00000
0.00000
0.00000
0.00000
0. 00000
0.00000
0. 00 00
0.00000
6.00000
1.00000
0.00000
30.00000
0.0000
$$$ DATA TYPE 1A (ALGAE PRODUCTION
CARD TYPE
0 UPTAKE BY NH3 OXID(MG 0/MG N)=
0 PROD BY ALGAE (MG 0/MG A) =
N CONTENT OF ALGAE (MG N/MG A) =
ALG MAX SPEC GROWTH RATE(1/DAY)=
N HALF SATURATION CONST (MG/L)=
LIN ALG SHADE CO (1/FT-U6CHA/L=)
LIGHT FUNCTION OPTION (LFNOPT)
DAILY AVERAGING OPTION(LAVOPT) =
NUMBER OF DAYLIGHT HOURS (DLH) _
ALGY GROWTH CiC OPTION(LGROPT)=
ALG/TEMP SOLAR RAD FACT(TFACT) =
ENDATA1A
CARD TYPE
5D-ULT BOD CONV K COEF =
OUTPUT METRIC (YES=1) =
NUMBER OF JUNCTIONS =
NUMBER OF POINT LOADS =
LNTH. COMP. ELEMENT (DX)=
TIME INC. FOR RPT2 (HRS)=
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.25000
0. 00000
0.00000
2.00000
0.10000
0. 0 0000
0.00000
AND NITROGEN OXIDATION CONSIANIS) $$$
3.1400
1.6000
0.0850
2.5000
0.3000
0.0880
2.0000
1.0000
14.0000
2.0000
0.4400
0.0000
CARD TYPE
0 UPTAKE BY NO2 OXID(MG 0/MG N)=
0 UPTAKE BY ALGAE (MG 0/MG A) _
P CONTENT OF ALGAE (MG P/MG A) _
ALGAE RESPIRRTION RATE (1/DAY) _
P HALF SATURATION CONST (MG/L)=
NLIN SHADE(1/FT-(UGCHA/L)**2/3)=
LIGHT SAT'N COEF (BTU/FT2-MIN) _
LIGHT AVERAGING FACTOR(AFACT) =
TOTAL DAILY SOLR RAD (BTU/FT-2)=
ALGAL PREF FOR NH3-N (PREEN) =
NITRIFICATION INHIBITION COEF =
1.4300
2.0000
0.0120
0. 1(xX,
0.1000
0.0540
0.0400
0.9400
400.0000
0.5000
0. 6000
0. WOO

In-t. 1b IILMPLKHIUNt LUfflLL11UN LUNSIHNIS FUH
CARD TYPE RATE CODE THETA VALUE
MIL CULFF1l:10IS) $$$
THETA( 1) BOD DECA 1.047 DFLT
THETA( 2) BOD SETT 1.024 DFLT
THETA( 3) OXY TRAN 1.024 DFLT
THETA( 4) SOD RATE 1,060 DFLT
THETA( 5) ORON DEC 1.047 DFLT
THETA( 6) ORGN SET 1.024 DFLT
THETA( 7) NH3 DECA 1.083 DFLT
THETA( 8) NH3 SRCE 1.074 DFLT
THETA( 9) NO2 DECA 1.047 DFLT
THETA(10) PORG DEC 1.047 DFLT
THETA(11) PORG SET 1.024 DFLT
THETA(12) DISP SRC 1,074 DFLT
THETA(13) ALG GROW 1.047 DFLT
THETA(14) ALG RESP 1.047 DFLT
THETA(15) ALG SETT 1.024 DFLT
THETA(16) COLT DEC 1,047 DFLT
THETA(17) ANC DECA 1.000 DFLT
THETA(18) ANC SETT 1.024 DFLT
THETA(19) ANC SRCE 1.000 DFLT
ENDATA1B
$$$ DATA TYPE 2
CARD TYPE
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
ENDATA2
$$$ DATA TYPE 3
CARD TYPE
ENDATA3
$$$ DATA TYPE 4
CARD TYPE
FLAG FIELD
FLAG FIELD
FLAG FIELD
FLAG FIELD
FLAG FIELD
FLAG FIELD
ENDATA4
$$$ DATA TYPE 5
CARD TYPE
HYDRAULICS
HYDRAULICS
HYDRAULICS
HYDRAULICS
HYDRAULICS
HYDRAULICS
ENDATA5
$$$ DATA TYPE
CARD TYPE
ENDATR5A
$$$ DATA TYPE
CARD TYPE
REACT COEF
REACT COEF
REACT COEF
REACT COEF
REACT COEF
REACT COEF
ENDATA6
(REACH IDENTIFICATION) $$$
REACH ORDER AND IDENT
1.0 RCH =ELEV 610-600
2.0 RCH =ELEV 600-590
3.0 RCH =ELEV 590-580
4.0 RCH =ELEV 580-570
5.0 RCH =ELEV 570-560
6.0 RCH =T0 HWY 49
0.0
FROM
FROM
FROM
FROM
FROM
FROM
(TARGET LEVEL DO AND FLOW AUGMENTATION
R. MI/KM
9.5 TO
7,6 TO
6.3 TO
5.2 TO
3.8 TO
2.0 TO
O. 0
SOURCES) $$$
R. MI/KM
7.6
6.3
5.2
3.E
2.0
0.0
0.0
REACH RVRIL HDWS TAROT ORDER OF AVAIL SOURCES
0. 0. 0.0 0. 0. 0. 0, 0. 0.
(COMPUTATIONAL REACH FLA6 FIELD) $$$
REACH ELEMENTS/REACH
1. 19.
2. 13.
3.
4.
5.
6.
O.
11:
14.
20,
18,
0.
COMPUTATIONAL FLAGS
1,E,.2.2.2.2.2.2.2.2.2.2.2.2.2.2,2.2.2.O.
2.2.2.2.2.2,2.2.2.2.2,2.2.0.0,0.0,0.0.0.
2,2.2.2,2.2.2.2.2.2,2.0.0.0.0,0.0.0.0.0.
2. 2. 2. 2, 2. 2. 2, 2. 2, 2. 2. 2. 2, 2. 0. 0. 0. 0. 0, 0.
2, 2.2.2.2.2.2.2.2,2.2.2.2.2.2,2.2.2.6,2.
2.2.2.2,2:2.2.2,2,2,2,2.2.2,2.2.2.5.0.0.
O.O.O.O.O.O.O, 0.0. 0.0. 0.0. 0.0. 0.0. 0.0. 0.
(HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$
REACH COEF-DSPN
1. 5.90
2, 5.90
3. 5.90
4, 5.90
5. 5.90
6. 5.90
0. 0.00
COEFQV
0.450
0.450
0.450
0.450
0.450
0.450
0.000
EXPOCV
0.001
0.001
0.001
0.001
0.001
0.001
0.000
COEFQH
1.000
1. 000
1.000
1,000
1.000
1.000
0,000
EXPOQH
0.001
0.001
0.001
0.001
0,001
0.001
0.000
5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$
DUST
REACH ELEVATION COEF
0. 0.00 0.00
CMANN
0.047
0.047
0.047
0.047
0.047
0.047
MOO
CLOUD DRY BULB WET BULB ATM SOLAR RAD
COVER TEMP TEMP PRESSURE WIND ATTENUATION
MO 0.00 0.00 0.00 0 0.00 0,00
6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION) $$$
REACH K1 K3
SOD
RATE
1. 0.60 0.00 0.000
2. 0.40 0.00 0.0(80
S, 0. 40 0.00 0.000
00
4. 0.40 0.00 0.000
5, 0.40 0.00 0.000
6. 0.40 0.00 0.000
0. 0.00 0.00 0.000
K2OPT K2 COEQK2 OR EXPQK2
TSIV COEF OR SLOPE
FOR OPT 8 FOR OPT 8
1. 2.60 0.000 0.00000
1. 4.50 0.000 0.000(ro
1. 5.20 0.000 0, 00W0
1. 4.10 0.000 0.00000
1. 2.90 0.000 0.00000
1. 3.20 0,000 0. 00000
0. 0.00 0.000 0.00000
$$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$
CARD TYPE
N,AND" COEF
REACH CKNH2 SETNH2
1. 0.21 0.00
0 1 0.00
CKNH3
0.30
0.30
CKPORG SETP'JRG
0, (u) 0.00
0.00 0.00
SP04
0.00
0.00

.et u.uu u.JU 0.00 1.00 U.UU 0.00 0.00
N AND P COEF 5. 0.21 0.00 0.30 0.00 1.00 0.00 0.00 0.00
N AND P COEF 6. 0.21 0.00 0.30 0.00 1.00 0.00 0.00 0.00
ENDATA6A 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
$$$ DATA TYPE 68 (ALGAE/OTHER COEFFICIENTS) $$$
CARD TYPE REACH ALPHAD AL6SET EXLuLF CK5 CKANC SETANC SRCANC
CKCOLI
ALG/OTHER COEF 1. 55.00 0.00 0.01 0.00 0.00 0.00 0.00
ALG/OTHER COEF 2. 55.00 0.00 0.01 0.00 0.00 0.00 0.00
ALG/OTHER COEF 3. 55.00 0.00 0.01 0.00 0.00 0.00 0.00
ALG/OTHER COEF 4. 55.00 0.00 0.01 0.00 0.00 0.00 0.00
ALG/OTHER COEF 5. 55.00 0.00 0.01 0.00 0.00 0.00 0.00
ALG/OTHER COEF 6. 55.00 0.00 0.01 0.00 0.00 0.00 0.00
ENDATA6B 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
$$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$
CARD TYPE EACH TEMP D.O. 800 CM-1 CM-2 CM-3 ANC COLI
INITIAL COND-1 1. 78.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-1 2. 78.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-1 3. 78.80 0.00 0.00 0.00 0,00 0.00 0.00 0.00
INITIAL COND-1 4. 78.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-1 5. 78.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-1 6. 78.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ENDATA7 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
$$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P
INITIAL COND-2 1. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-2 2. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-2 3. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-2 4, 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-2 5. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INITIAL COND-2 6. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ENDATA7R 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
$$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$
CARD TYPE REACH FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLI
INCR INFLOW-1 1. 0.260 78.80 7.20 3.04 0.00 0.00 0.00 0.00 0.00
INCR INFLOW-1 2. 0.200 78.80 7.20 3.04 0.00 0.00 0.00 0.00 0.00
INCR INFLOW-1 3. 0.100 78.80 7.20 3.04 0.00 0.00 0.00 0.00 0.00
INCR INFLOW-1 4, 0.060 78.80 7.20 3.04 0.00 0.00 0.00 0.00 0.00
INCR INFLOW-1 5. 0.130 78.80 7.20 3.04 0.00 0.00 0.00 0.00 0.00
INCR INFLOW-1 6. 0.280 78.80 7.20 3.04 0.00 0.00 0.00 0.00 0.00
ENDATA8 0, 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
$$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N .NO2-N NO3-N ORG-P DIS-P
INCR INFLOW-2 1. 2.00 0.50 0.44 0.00 0.00 0.00 0.00
INCR INFLOW-2 2. 2.00 0.50 0.44 0.00 0.00 0.00 0.00
INCR INFLOW-2 3, 2.00 0.50 0.44 0.00 0.00 0.00 0.00
INCR INFLOW-2 4. 2.00 0.50 0.44 0.00 0.00 0.00 0.00
INCR INFLOW-2 5. 2.00 0.50 0.44 0.00 0.00 0.00 0.00
INCR INFLOW-2 6. 2.00 0.50 0.44 0.00 0.00 0.00 0.00
ENDATA8A 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00
$$$ DATA TYPE 3 (STREAM JUNCTIONS) $$$
CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION TRIB
ENDATA9 0. 0. 0. 0.
$$$ DATA TYPE 10 (HEADWATER SOURCES) $$$
CARD TYPE HDWTR NAME
ORDER
HEADWTR-1 1. CROWDERS CR
ENDATA10 0.
FLOW TEMP D.D. BOD CM-1 CM-2 CM-3
6.70 78.80 7.20 3.04 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
$$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL NITROGEN PHOSPHORUS,
COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$
CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N NO3-N OR6-P DIS-P
ORDER
HEADWTR-2 1. 0.00 0.00 2.00 0.50 0.44 0.00 0.00 0.00 0.00
ENDATA10A 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
$$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$
POINT
CARD TYPE LOAD NAME EFF FLOW TEMP D.O. BOD CM -I CM-2 CM-3
ORDER
POINTLD-1 1. PROPOSED NC 0.00 9.30 78.80 6.00 27.00 0.00 0.00 0.00

p» UNiH IYPt i� tI PtKNIUKt LUKKEl:I1luN��U^iziiWill( Kp�`tll�.110- I�UO Iti1 1$1u U.00
tlVl)HIN11 fir•
$$$ DATA TYRE 11R (CCOLIFORMS ANDCSELECTEDINON-CONSERVATIIVECHLOROPHYLL
CONSTITUENT) $g;FHOSF'Fh7RUS,
0.00 U. 00
POINT �'
CARD TYPE LOAD ANC COLI CHL-R DRG-N NH3-N NO2-N NUS N DRG-P DIS-P
ORDER
POINTLD-c 1. 0.00 0.00 0,00 0.00 E• 00 0. 0) i;, >0 0. l0 0. 00 _ I
POINTLD-2 2. 0,00 0.00 0I,00 0,50 0.77 0,00
ENDATAI IA O. C. 00 0.00 O.00 0,00 0. 00 0.00 O. 00 0, 00
I
$$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$
DAM RCH ELE ADAM BDAM EDAM HDAM
ENDATAI2 O. O.
0. 0.00 0.00 0.00 0.00
$$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$
CARD TYPE TEMP D.O. DOD Cr 1 CM-2 CM-3 ANC COLI
ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED
$$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$
CARD TYPE CHL-A ORG-N NH3-N NO2-N NH3-N ORG-P DIS-P
ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED
STEADY STATE ALGAE/NUTRIENT/➢ISSOLVED OXYGEN. SIMMULATION; CONVERGENCE SUMMARY:
VARIABLE
NUMBER OF
ITERATION NONCJNVERGENT
ELEMENTS
rr
NITRIFICATION INHIBITION 1 95
NITRIFICATION INHIBITION NITRIFICATION INHIBITION 3 95
NITRIFICATION INHIBITION 4 95
NITRIFICATION INHIBITION 95
NITRIFICATION INHIBITION 6
NITRIFICATION INHIBITION 7
NITRIFICATION INHIBITION
.1
li

DISSOLVED OXYGEN IN MG/L
RCH/CL 1 2 3 4 5 6 7
1 7.19 6.40
2 5.04 5.13
3 5.87 5.94
4 6.37 6.37
5 6.44 6.42
6 6.30 6.31
6.28
5.21
6.00
6.38
6,40
6.31
6.15
5.29
6.05
6.38
6,338
6.32
6.04 5.93 5.83
5.36 5.43 5.49
6.10 6.15 6.19
6.39 6.39 6.40
6.36 6.35 6.33
6.33 6.34 6.34
ITERATION 8
8 9 10 11 12 13 14 15 16 17 18 19 20
5.73 5,64 5.55 5,47 5.40 5.32 5.26 5,220 5.14 5.09 5,04 4,99
5,56 5.61 5.67 5.72 5.77 5.82
6,24 6.28 6.31 6.35
6.41 6.41 6.42 6,43 6.43 6,44 6.45
6.32 6.31 6.30 6.29 6.28 6.27 6.26 6.26 6.25 6.25 6.24 6.30 6.29
6.35 6.36 6.37 6.38 6.39 6.39 6.40 6.41 6.42 6.43 6,44
BIOCHEMICAL OXYGEN DEMAND IN MG/L
RCH/CL 1 2 3 4 5 6 7 8 9
1 3.04
2 13.74
3 12.42
4 11.43
5 10.32
6 8.56
16.79 16.60 16.42 16.23 16.05
13.64 13.53 13.43 13.32 13:22
12.32 12.23 12.14 12.05 11.96
11.35 11.27 11.19 11.11 11,02
10.25 10.17 10.10 10.02 9.95
8.49 8.43 8.36 8.30 8,24
15.87 15.69 15.51
13.11 13.01 12.91
11.87 11.78 11.69
10.94 10.87 10,79
9.88 9.80 9.73
8.17 8.11 8.05
ORGANIC NITROGEN AS N IN MG/L
RCH/CL 1 2 3 4 5 6 7 8
1 0.50 0.21
2 0.20 0.20
3 0.19 0.19
4 0.19 0.19
5 0.18 0.18
6 0.19 0.19
0.21
0.20
0.19
0.19
0.18
0.19
0.21 0.21
0.20 0.20
0.19 0.19
0.19 0.19
0.18 0.18
0.19 0.19
0.21 0.21 0.21 0.21 0.20 0.20 0.20
0.20 0.20 0.20 0.20 0.20 0.19 0.19
0.19 0.19 0.19 0.19 0.19 0.19
0.18 0.18 0.18 0.18 0.18 0,18 0.18
0.18 0.18 0.18 0.17 0.17 0.17 0.17
0.19 0.19 0.19 0.18 0.18 0.18 0.18
AMMONIA AS N IN MG/L
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12
1 0.44 1.34
2 1.20 1.19
3 1.10 1.10
4 1.03 1.03
5 0.95 0.95
6 0.84 0.84
1.33 1.32 1.31 1.31 1.30 1.29 1.28 1.27 1.26 1.26
1.18 1,17 1.17 1,16 1,15 1.15 1.14 1.13 1.12 1.12
1.09 1.08 1.08 1.07 1.06 1.06 1.05 1.05 1.04
1.02 1.01 1.01 1.00 1.00 0.99 0.99 0.98 0,97 0.97
0.94 0.93 0.93 0.92 0,92 0.91 0.91 0.90 0.90 0.89
0.83 0.83 0.82 0.82 0,81 0.81 0.80 0.80 0.79 0.79
NITRITE AS N IN MG/L
RCN/CL 1 2 3 4 5 6 7 8 9 10 11 12
1 0.00 0.01 0.02 0.02 0.03 0.04 0.05 0.05 0.06 0.07 0.07 0.08
2- 0.13 0.13 0.14 0.14 0.15 0.15 0.16 0.16 0.16 0.17 0.17 0.18
3 -0.18 0.19 0.19 0.19 0.20 0.20 0.20 0.21 0.21 0.21 0.22
4 0.22 0,22 0.22 0.23 0,23 0.23 0.23 0.24 0.24 0.24 0.24 0.24
5 0.25 0.25 0.25 0.25 0.25 0.26 0.26 0.26 0.26 0.26 0.26 0.26
6 0.25 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26
RCH/CL 1
1 0.00
2 0.02
3 0.06
NITRATE AS N IN MG/L
2 3 4 5 6 7 8 9 10 11 12
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01
0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.05
0.06 0.06 0.07 0.07 0.07 0,08 0.08 0.09 0.09 0.09
ITERATION 8
10 11 12 13 14 15 16 17 18 19 20
15.34 15.16 14.99 14.83 14.66 14.49 14.33 14.17 14.01 13.85
12.81 12.71 12.61 12.51
11.61 11.52
10.71 10.63 10.55 10.48 10,40
9.66 9.59 9.52 9.45 9.38 9.31 9.24 9.17 9.11 8.69 8.63
7.99 7.93 7.87 7.81 7.75 7.69 7.63 7.57 7.52
ITERATION 8
9 10 11 12 13 14 15 16 17 18 19 20
0.20 0.20 0,20 0.20 0.20 0.20 0.20
0.19
0.18 0.18
0.17 0.17 0.17 0.17 0,17 0.17 0.19 0.19
0.18 0.18 0.18 0. 18 0.18 0.18
ITERATION 8
13 14 15 16 17 18 19 20
1.25 1.24 1.23 1.23 1.22 1.21 1.20
1.11
0.96 0.96
0.89 0.88 0.88 0.87 0.87 0.86 0.85 0.85
0.78 0.78 0.77 0.77 0.77 0.76
ITERATION 8
13 14 15 16 17 18 19 20
0.09 0.09 0.10 0.10 0.11 0.12 0.12
0.18
0.24 0.25
0.26 0.26 0.27 0.27 0.27 0.27 0.25 0.25
0.26 0.26 0.26 0.26 0.26 0.26
ITERATION 8
13 14 15 16 17 18 19 20
0.01 0.01 0.01 0.02 0.02 0.02 0.02
0.05

4 u.1U _1i: 0 U. 0 U; it U.li • 'GI U. Ic •U: 12- U. 1, (1: lt; •• U.14- c5 15 0.'15
5 0.15 0.16 0.16 0.17 0.17 0.18 0.18 0.18 0.19 0.19 0.20 0.20 0.21 0.21 0.22 0.22 0.22 0.23 0.22 0. 2
6 0.23 0.23 0.24 0.24 0.25 0.25 0.25 0.26 0.26 0.27 0.27 0.28 0.28 0.28 0.29 0.29 0.30 0.30
STREAM QURLITY SIMULATION OUTPUT PAGE NUMBER 1
QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** HYDRRULICS SUMMARY **
ELE RCH ELE BEGIN END POINT INCR TRVL BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT FT K-FT-3 K-FT-2 FT-2 FT-2/5
1 1 1 9.50 9.40 6.71 0.00 0.01 O.451 0.014 1.002 14.863 7.86 8.91 14.89 0.48
2 1 cc 9.40 9.30 16.03 9.30 0.01 0.451 0.014 1.003 35.419 18.75 19.76 35.52 0,48
3 1 3 9.30 9.20 16.04 0. 00 0,01 0. 451 0. 014 1.003 35.449 18.77 13,78 35.55 0. 48
4 1 4 9.20 9.10 16.05 0.00 0.01 0.451 0.014 1.003 35.480 18.79 19.79 35.58 0.48
5 1 5 9.10 9.00 16.07 0.00 0.01 0.451 0.014 1.003 35.510 18.80 19,81 35.61 0.48
6 1 6 9.00 8.90 16.08 0,00 0.01 0.451 0.014 1.003 35.540 18.82 19.82 35.64 0.48
7 1 7 8.90 8.80 16.10 0.00 0.01 0.451 0.014 1.003 35,570 18.83 19.84 35.67 0.48
8 1 8 8.80 8.70 16.11 0.00 0.01 0.451 0,014 1.003 35.600 18.85 19.86 35.70 0.48
9 1 9 8.70 8.60 16.12 0.00 0.01 0.451 0.014 1.003 35.631 18.87 19.87 35,73 0.48
10 1 10 8.60 8.50 16,14 0.00 0.01 0.451 0,014 1.003 35.661 18.88 19.89 35.76 0.48
11 1 11 8.50 8,40 16.15 0.00 0.01 0.451 0.014 1.003 35.691 18.90 19.90 35.79 O.48
12 1 12 8.40 8.30 16.16 0.00 0.01 0:451 0.014 1.003 35.721 18.91 19.92 35,82 0.48
13 1 13 8.30 8.20 16.18 0.00 0.01 0.451 0.014 1.003 35.751 18.93 19.94 35.85 0.48
14 1 14 8.20 8.10 16.19 0.00 0.01 0.451 0.014 1,003 35.781 18.95 19.95 35.88 0.48
15 1 15 8.10 B.00 16.21 O.00 0.01 0.451 0.014 1.003 35.812 18.96 19.57 35.91 0,4E
16 1 16 8.00 7.90 16.22 0.00 0.01 0.451 0.014 1.003 35.842 18.98 19.98 35.94 0.48
17 1 17 7.90 7.80 16.23 0.00 0.01 0.451 0.014 1.003 35.872 18.99 20.00 35.97 0.48
18 1 18 7.80 7.70 16.25 0,00 0.01 0,451 0.014 1.003 35.902 19.01 20.02 36.00 0.48
19 1 19 7.70 7.60 16.26 0.00 0.01 0.451 0.014 1.003 35.932 19.03 20.03 36.03 0.48
20 2 1 7.60 7.50 16.28 0.00 0.02 0.451 0.014 1.003 35.966 19.04
21 2 2 7.50 7.40 16.29 0.00 0.02 O.451 0.014 1.003 36.000 19.06
22 2 3 7.40 7.30 16.31 0,00 0.02 0.451 0.014 1.003 36.034 19.08
23 2 4 7.30 7.20 16.32 0.00 0.02 0.451 0.014 1.003 36.068 19.10
24 2 5 7.20 7.10 16.34 O. 00 0.02 0.451 0.014 1: 003 36.102 19.12
25 2 6 7.10 7.00 16.35 0.00 0.02 0.451 0.014 1.003 36.136 19.13
26 2 7 7.00 6.90 16.37 0.00 1:3.02 0.451 0,014 1.003 36.170 19.15
27 2 8 6.90 6.80 16.38 0. 00 O. 02 0.451 0,014 1.003 36.204 19.17
28 2 9 6.80 6.70 16.40 0,00 0.02 0.451 0.014 1.003 36.238 19.19
29 2 10 6.70 6. E0 16.41 0. 00 O. 02 0,451 0. 014 1.003 36.272 19.21
20,05
20.07
20.08
20.10
20.12
20.14
20.16
20.17
20.19
20.21
36.07 0.48
36.10 0.48
36.13 0.48
36.17 0.48
36.20 0.48
36.24 0,48
36.27 0.48
36.31 (3.48
36,34 0.48
36.37 0.48

STREAM QUALITY SIMULATION OUTPUT PAGE N'.JMBER 2
QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
ELE RCN ELE BEGIN END POINT INCR TRVL BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT FT K-FT-3 K-FT-2 FT-2 FT-2/S
30 2 11 6,60 6.50 16.43 0.00 0.02 0.451 0,014 1.003 36.306 19.22 20,23 36.41 0.48
31 2 12 6.50 6.40 16.44 0.00 0.02 0.451 0.014 1.003 36.339 19.24 20.25 36:44 0.48
32 2 13 6.40 6.30 16.46 0,00 0.02 0.451 0.014 1.003 36.373 19.26 20.26 36.48 0.48
33 3 1 6.30 6.20 16.47 0.00 0.01 0.451 0.014 1.003 36.393 19.27 20.27 36.50 0.48
34 3 2 6.20 6,10 16.48 0.00 0.01 0.451 0.014 1.003 36.414 19.28 20,29 36.52 0.48
35 3 3 6.10 6.00 16,49 0.00 0.01 0.451 0.014 1.003 36.434 19.29 20.30 38.54 0.48
36 3 4 6.00 5.90 16,50 0,00 0,01 0.451 0.014 1.003 36.454 19.30 20,31 36.56 0.48
37 3 5 5.90 5.80 16,51 0.00 0.01 0.451 0.014 1,003 36.474 19.31 20,32 36.58 0.48
38 3 6 5.80 5.70 16.51 0,00 0.01 0.451 0.014 1.003 36.494 19.32 20.33 36.60 0.48
39 3 7 5.70 5.60 16,52 0.00 0.01 0.451 0.014 1,003 36.514 19.33 20.34 36,62 0.48
40 3 8 5.60 5.50 16.53 0,00 0.01 0.451 0.014 1.003 36,534 19.34 20.35 36,64 0.48
41 3 9 5.50 5.40 16,54 0,00 0.01 0.451 0.014 1.003 36.554 19.35 20.36 38.66 0,48
42 3 10 5.40 5.30 16.55 0,00 0.01 0.451 0.014 014 1.003 36.574 19.37 20,37 36.68 0.48
43 3 11 5.30 5.20 16.56 0.00 0.01 0.451 0.014 1.003 36.534 19.38 20.38 36,70 0.48
-J
44 4 1 5.20 5.10 16.56 0,00(0 0,00 0.451 0. 014 1.003 36.603 19.38 20.39 36.71 0.48
45 4 2 5.10 5.00 16.57 0.00 0,00 0,451 0.014 1.003 36.613 19.39 20.39 38.72 0.48
46 4 7n 5.00 4.90 16.57 0.00 0.00 0.451 0.014 1.003 36.622 19.39 20.40 3.6.73 0.48
47 4 4 4.90 4.80 1E. 58 0.00 0.00 0.451 0.014 1.003 36.632 19,40 20.40 36,73 0.48
48 4 5 4.80 4.70 16.58 0.00 0.00 0.451 0,014 1.003 36.641 19.40 20,41 36.74 0.48
49 4 6 4.70 4.60 16.59 0.00 0.00 0.451 0.014 1.003 36.651 19.41 20.41 36.75 0.48
50 4 7 4.60 4.50 16.59 0,00 0.00 0.451 0.014 1.003 36.660 19.41 20.42 26,76 0.48
51 4 8 4.50 4.40 16.59 0.00 0.00 0.451 0.014 1.003 36,670 19.42 20.42 36,77 0.48
52 4 9 4.40 4.30 16.60 0.00 0.00 0.451 0.014 1.003 36.679 19.42 20.43 36.78 0.48
53 4 10 4.30 4.20 16.60 0,00 0.00 0.451 0.014 1.003 36.688 19.43 20.43 36.79 0.48
54 4 11 4.20 4,10 16,61 0.00 0.00 0.451 0.014 1,003 36.633 19.43 20,44 36.80 0,48
55 4 12 4.10 4,00 16.61 0.00 0,00 0 0,451 0.014 1.003 36.707 19.44 20.44 36.81 0.48
56 4 13 4.00 3.90 16.62 0.00 0.00 0.451 0,014 1.003 36.717 19.44 20,45 36,82 0.48

.. • a• . . h • , , - .s�"YP-r -- --• �"cc _.r-.r •.ice• -..,•
STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 3
QUAL-2E STREAM QUP.LITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** HYDRAL!LICS SUMMARY **
ELE RCH ELE BEGIN END POINT INCR TRVL BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT FT K-FT-3 -FT-2 FT-2 FT-2/S
57 4 14 3.90 3.80 16.62 0.00 0.00 0.451 0.014 1.003 36.726 19.45 20.45 36.83 0.48
58 5 1 3.80 3.70 16.63 0.00 0.01 0.451 0.014 1.003 36.741 19.45 20.46 36.84 0.48
59 5 2 3.70 3.60 16.63 0.00 0.01 0,451 0.014 1.003 36.755 19.46 20.47 36.86 0.48
60 5 3 3.60 3.50 16.64 0.00 0.01 0.451 0.014 1.003 36.769 19.47 20.47 36.87 0.48
61 5 4 3.50 3,40 16.65 0.00 0.01 0.451 0.014 1.003 36.784 19.48 20.48 36.89 0.48
62 5 5 3.40 3.30 16.65 0.00 0.01 0.451 0,014 1.003 36.798 19.48 20.49 36.90 0.48
63 5 6 3.30 3.20 16.66 0.00 0.01 0.451 0.014 1.003 36.812 19.49 20.50 36.92 0.48
64 5 7 3.20 3.10 16.67 0.00 0.01 0.451 0,014 1.003 36.827 19.50 20.50 36.93 0.48
65 5 8 3.10 3.00 16.67 0.00 0.01 0.451 0.014 1.003 36.841 19.51 20.51 36.94 0,48
66 5 9 3.00 2.90 16.68 0.00 0.01 0.451 0.014 1.003 36.855 19.51 20.52 36.96 0.48
. 67 5 10 2.90 2.80 16.68 0.00 0.01 0.451 0.014 1.003 36.870 19.52 20.53 36.97 0.48
68 5 11 2.80 2.70 16.69 0.00 0.01 0.451 0.014 1.003 36.884 19.53 20.53 36.99 0.48
69 5 12 2.70 2.60 16.70 0.00 0.01 0.451 0.014 1,003 36.898 19.54 20.54 37.00 0.48
70 5 13 2.60 2.50 16.70 0.00 0.01 0.451 0.014 1.003 36.913 19.54 20.55 37.02 0.48
71 5 14 2.50 2.40 16.71 0.00 0.01 0,451 0.014 1.003 36.927 19.55 20.56 37.03 0.48
72 5 15 2.40 2.30 16.72 0.00 0.01 0.451 0.014 1.003 36.941 19.56 20.56 37.05 0.48
73 5 16 2.30 2.20 16.72 0.00 0.01 0.451 0.014 1.003 36.956 19.57 20.57 37.06 0.48
74 5 17 2.20 2.10 16.73 0.00 0.01 0.451 0.014 1.003 36.970 19.58 20.58 37.07 0,48
75 5 18 2.10 2.00 16.74 0.00 0.01 0.451 0.014 1,003 36.984 19.58 20.59 37.09 0.48
76 5 19 2.00 1.90 17.81 1.07 0.01 0.451 0.014 1.003 39.358 20.84 21.84 39.47 0.48
77 5 20 1.90 1.80 17.82 0.00 0.01 0.451 0.014 1.003 39.373 20.85 21.85 39.49 0.48
78 6 1 2.00 1.90 17.84 0.00 0.02 0.451 0.014 1.003 39.407 20.87 21.87 39.52 0.48
79 6 2 1.90 1.80 17.85 0.00 0.02 0.451 0.014 1.003 39.441 20.89 21.88 39.55 0.48
80 6 3 1.80 1.70 17.87 0.00 0.02 0.451 0.014 1.003 39.475 20.90 21.90 39.59 0,48
81 6 4 1.70 1.60 17.88 0.00 0.02 0.451 0.014 1.003 39.510 20.92 21.92 39.62 0.48
82 6 5 1.60 1.50 17.90 0.00 0.02 0.451 0.014 1.003 39.544 20.94 21.94 39.66 0.48
83 6 6 1.50 1.40 17.91 0.00 0.02 0.451 0.014 1.003 39.578 20.96 21.96 39.69 0.48

STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER
QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
ELE RCH ELE BEGIN END POINT INCR TRVL BOTTOM X-SECT DSPRSti
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT FT K-FT-3 K-FT-2 FT-2 FT-2/S
84 6 7 1.40 1.30 17.93 0.00 0. 02 0.451 0.014 1.003 39.613 20.98 21.97 39.73 0.48
85 6 8 1.30 1.20 17.94 0.00 0.02 0.451 0.014 1.003 39.647 20.99 21.99 39.76 0.48
86 6 9 1.20 1.10 17.96 0.00 O.02 0.451 0, 014 1.003 39.681 21.01 22.01 39.80 0.48
87 6 10 1.10 1.00 17.98 0.00 0.02 0.451 0.014 1.003 39.716 21.03 22.03 39.83 0,48
BB 6 11 1.00 0.90 17.99 O. 00 0.02 O.451 O.014 1.003 39.750 21, 05 22, 05 39.86 0.48
89 6 12 0,90 0.80 18.01 0.00 0.02 0,451 O.014 1.003 39.784 21.07 22,07 39.90 0,45
90 6 13 0. 80 O. 70 18. 02 0. 00 0. 02 0. 451 0. 014 1. 003 39. 818 21. 09 22, 08 39. 93 0. 48
91 6 14 0.70 O.60 18,04 0.00 0.02 0.451 0.014 1.003 39.653 21.10 22.10 39.97 O.48
92 6 15 O. 60 0. 50 18. 05 O. 00 0. 02 O. 451 O. 014 1. 003 39, 887 21.12 22,12 40. 00 O. 48
93 6 16 0.50 0.40 18.07 O,00 0.02 0.451 0.014 1.003 39.921 2i.14 22.14 40.04 0.48
94 6 17 0.40 O.30 18.08 0.00 O.02 0.451 0,014 1.003 39,956 21,16 22.16 40,07 0.48
95 6 18 0.30 O.20 18.10 O. 00 0, 02 O.451 0.014 1. 00.3 39.990 21.18 22,17 40,11 0.48

STREAM DUALITY SIMULATION OUTPUT PAGE NUMBER 5
DUAL-_E STREAM DUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
RCH ELE DO K2 OXYGN BOD GOD SOD OREN ORB NH3 NH3 NO2 ORSP ORGP DISCI C➢LI ANC ANC ANC:
NUM NUM SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY DECAY SETT SRCE DECAY DECAY SETT SRCE
Mb/L 1/DAY 1/DAY 1/DAY G/F2D 1/CRY 1/DAY 1/DAY NG/F2D 1/DAY 1/DAY 1/DAY Mt/F2D 1/DAY 1/DAY 1/DAY MG/F2D
1 1 8.11 1 3, 00 0, 79 0, 00 0. 00 0.28 0.0 0.48 0, 00 1.30 0. 00 0. 00 0.0 0, 00 0,00 0.00 0,00
1 2 8.11 1 2.00 0.79 0.00 0,00 o. c8 3) OO 0.47 0. 00 L 29 0, (;O O, O(i (', O(1 O, Oq 0 00 O, 0O 0.0
1 3 8.11 1 3,0 0.79 0,0(1 1),O) 0.213 0.W 0,47 0,00 1,c9 0,(3} (1,O1) 0,00 1).W 0,00 OM 0,(10
1 4 8.11 1 3.00 O. 75 0, 00 0. (u) O. 28 0.00 0.47 0, o0 ha O, Di1 U.1'i 0, (t) t1, 01) mo 0, DO 0. 00
1 5 8.11 1 3, 00 0.79 0.1)1 0, 00 0, LB 0.0 0.47 0.00 1, 28 0.0 0.00 t. 00 0.00 0.OA 0. 00
1 6 8.11 1 3. O(1 0, 79 u, 00 0. DU 0. _8 0.0 0.47 0.0 1.28 0.00 O, (f(.) 0.00 0.0 0, (:0 0, 0O ii, (10
1 7 IA 1 IN 0.79 0.0 0.00 0.28 0. 00 0.47 O, OO 1.28 OM 0,11O 1),110 0.00 0.00 0, C10 0.0
1 8 8, 11 1 3. m o.79 (1, 1)) il, (1)j (1, _8 0, 11(1 O, 47 o (1(1 1, L2 O, Ix; 0.00 0,0 0.0 0.0 0. W 1), ))!1
9 8,11 1 loo 0: 79 (1, OO 0.00 0.28 0. Di! 0.47 0.00 1.27 1), 0) 0. 00 1),1)Q OM 0.0 0.00 0,1
1 10 8,11 1 3, 00 0.75 (1: O0 0,00 0, _8 0.W 0.47 0, 00 1.27 0.00 0.0 OM 0.0 0, 00 MO '1. 00
1 i l 8,11 1 3, 00 0.79 O, OO 0,0 0.28 0. 00 0.47 0.00 1.27 0,0 0, 0+.) 0, 00 0, 00 0. 00 0, 00 OM
1 12 8,11 1 3.m (1. 79 O, O0 0.0 0.28 0.0 0.47 0.00 1,27 0.0 0, 00 ii, 00 0. 00 0.0 0,1) 0. 0O
1 13 8.11 1 3, 00 0.79 0, 13 0.0 0.28 0.0 0.46 0.0 1.26 0. 0) 0.00 0.00 0.00 0. 00 0. (x) 0, W
1 14 MI I 1 3, 00 0.79 0, 01 ) 00 O, c8 0. 00 0.48 0.0 1,26 0.00 0.0 10 0.0 0.00 0. DO 0. 00 0, t,(i
1 15 8,11 1 IN 0.79 1). 00 0, 00 0,28 0.00 0.46 0.00 i , c6 1) )A) 0, 00 0.1 ') 0, 00 0,10 0.00 0. 00
1 16 8.11 1 3, 00 (1, 79 0. (10 0.0 0.28 0, OD 0.46 0.00 1.26 (1.1(' 0.0 0.0 0.0 0. (K1 0. 00 0. W
1 17 8.11 1 3, (u! 0. 79 0, 01) O, O(1 (1, 28 1), D)) O, 46 0.00 1.26 0, 0C 0,0 O, M)O O, 00 1 .O'3 0.0 0.00
1 18 8, 11 1 3. (N1 0. 79 0, 00 0, W 0.28 0.11 0.46 0. 0) 1.25 0, u) 0. 00 0.0 0.00 1) 00 0,00 0.0
1 19 8.11 1 IN 0,79 0. 00 O, 00 0.28 0. 00 0.46 0, 00 ' . 25 O, 00 O, 11Q 0.0 0. 0O 0.00 i), 110 0. 00
n r rar r0rorun_)r�rL
1 8.11 1 4.09 0. 53 0. M 0. 00 0. 28 0. 00 0.46 0. 00 1. 25 0, 0) 0.0 0. 00 0. 00 0. 00 0. 00 MO
0
2 8,':1 1 5, 19 0.2 0, 1))) O, DD 0.28 0, ii0 0,46 0.00 1. c6 O, Oft 0: 00 0. 00 0.00 0.00 0,00
In 1 1 5,19 0.2 0.00 0.00 0.22 0.00 0.46 0.0 1.26 0.0 0, 00 0.0 (1, Oil 0.0 OM 0. W
4 8,11 1 5.19 0.53 0.00 0.00 0.22 0.00 0.4E 0. (;(! 1.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 8.11 1 5.15 0.53 0, 00 0. (1'U 0.28 0, flu 0.46 OM 1.26. 0. WW1 O, f0 (1, OO 0.00 0, 00 O,1)) 0.0
6 8.11 1 5,19 0.53 0, 00 0, 01 0,28 O, 00 0.47 0, 0N! 1, 27 0, 01 0, 00 O, (x) 0, )jN 0.00 0. 00 0,00
7 8. 11 1 5,19 0.2 0, N 0.00 0.28 0. 00 0.47 0. W LP 0.00 O. 00 0.00 OM O, 00 0, 00 0. DO
8 8.11 1 5.19 0.53 0, OO 0,1j0 0, c8 0, 00 0.47 0, D 1.27 0, ('O 0, DD 0.00 0, (10 O: 00 O, 00 0. (10
9 8,11 1 5.19 0.53 0, 00 0, 00 0, a i1 DO 0.47 0, OO 0, Ot1 (', (1 (•, 00 U. DO 0. ;it) 0, 0) (', DO
i0 8.11 1 5.19 0.53 0, 00 0. 00 O. 28 0, 00 0.47 0, 00 1.27 0_ (x 0. 00 0. (1t' 0.00 0.00 0,00

STREAM QUALITY SIMULATION OUTPUT PAGE :NUMBER 6
QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
RCH ELE DO 1(2 OXYGN B0D BOD SOD ORGN ORGN NH3 NH3 NO2 ORGP DRGP DISK COLT ANC ANC AN;
NUM NUM SAT OPT REPO DECAY SETT RATE DECAY SETT DECAY SRCE DECAY DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY S/F2D 1/DAY 1/DRY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY 1/D4 1/DAY MG/F2D
2 11 8.11 1 5. 19 0.53 0.00 0.00 0.28 0.00 0.47 ,:).00 1.28 0.00 0.00 0.00 0.00 0.00 0,00 0.00
2 12 8.11 1 5.19 0.53 0.00 0.00 0,28 0.00 0.47 0.00 1.28 0,00 0,00 0,00 0.00 0,00 0.00 0.00
2 13 8. 11 1 5.19 0.53 0.00 0.00 0.28 0.00 0.47 0.00 1,28 0.00 0.00 0.00 0.00 0.00 0.00 0,00
3 1 8.11 1 5.59 0.53 0.00 0.00 0.28 0.00 0.47 0.00 1.28 0.00 0.00 (.00 0.0U �.00 0,00 0.00
3 2 8.11 1 6,00 0,53 O. 00 0,00 0,28 O. (0 0. 47 0,00 1.28 O. 00 0,00 0, 00 0.00 0,00 O. 00 0,00
3 3 8.11 1 6. o0 o, 53 Q. 00 O. OQ 0. 28 0,00 0.47 0, 00 ha i t, 00 0 oo (;, 00 0, 00 0. (;(; 0. 00 (:, Qi1
3 4 8,11 1 6.00 0.53 0. 00 0, 00 0.28 0. 0i1 0.47 0, 00 1, 28 0, 00 0, (30 O ii0 0.00 0.00 0, 00 (j, (; i
3 5 8,11 1 6.00 0.53 0. (i(; 0.00 0.28 0. 00 0.47 0.00 1.28 0.00 0.00 0.00 0.00 0, ). 0. 00 0, Q(%
3 6 8.11 1 6. 00 0. 5.3 0.00 0, (;;j 0.28 0. 00 0.47 0. 00 1,6 0. 00 0.00 0. 0n 0.00 0.00 0.00 0, W
3 7 8, i 1 1 6, 00 0. 53 0.00 0.00 0.28 0,00 0.47 0. 00 1, 29 0, (0 0. 00 0. 00 0. (i0 0.00 0.00 0, 00
t.
3 8 8,11 i 6. 00 0. 53 0. 00 0, Q(, Q, 28 (;, (;0 0, 47 0. 00 1, 23 0, 00 0. 00 0, (i(; 0, 00 0, 00 i;, 00 0. 0ij
3 9 8.11 1 6.00 0,53 0.00 0,00 0,28 0.00 0.47 0.00 1.29 0.00 0,00 0.00 0.00 0.00 0.00 0.00
3 10 8.11 1 6.00 0. 53 0. UO 0. 00 0.28 0.00 0. 47 O. 00 1.29 0.00 0.00 O. 0;i O. OG 0.00 O. 00 O. Q0
3 11 8.11 1 6.00 0,53 0. 00 0,00 0. 28 0. 00 0,47 0. 00 1. 29 0. 00 0. 00 0, 00 O. 00 0. 00 0.00 0. 00
4 1 8.11 1 5. _,6 0. 53 0. 00 0.00 0.28 0,00 0.47 0,00 1,29 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0.00
4 2 8.11 1 4.73 0. 53 0. 00 0. 00 0, c8 0. 00 0.47 0. 00 1.29 Q. 00 0, 00 0, 00 0.00 0, 00 0, 00 0, 00
4 3 8,11 1 4.73 0. 53 0, 00 Q. (0 0. 28 0, 00 0.47 0.00 1, 29 0.00 0.00 O. 00 0.00 O. 00 0, 00 0, 00
4 4 8.11 1 4.73 0.2 0.00 0.00 0.28 0,00 0.47 0.00 1.29 0.00 0.00 0.00 0, 00 0. Qii 0, 0(l 0, (li
4 5 8.11 1 4.73 0.2 0.00 0.00 0.28 0.00 0,47 0.00 1,29 0, 00 0, 00 it, fiO 0.00 (;, Qil 0.00 0,00
4 6 9.11 1 4.73 0. 53 0.00 0. 00 0. 28 0.00 0.47 0. 00 1.29 0: 00 0.00 0.00 0.00 0. p0 0. (;0 0,00
4 7 8.11 1 4.73 0. 53 0. 00 0.00 0.28 0. 00 0. 47 0. Q0 1.29 Q. 00 0.00 (;, 00 O. 00 O. O0 0, 00 0, co
4 8 8.11 1 4.73 0.53 0.00 0,00 0.28 O.00 0.47 O.00 1.29 0,00 0,00 0.00 0.00 0.00 0,00 0,00
4 3 8.11 1 4.73 0. 53 O. iii) 0, (;r) 0.28 0.00 0.47 0, 00 1, 29 0, 00 0, 00 0, i10 0, 00 (j, 00 (j, 0(j 0, 00
4 10 8.11 1 4. 73 0. 53 0. (i(? 0. 00 0. 28 (i, 0(; 0. 47 0. 00 I. 29 0.00 0,00 0. QQ 0.00 0.00 O. 00 0,00
4 11 8.11 1 4.73 0.53 0.00 0. 00 0.6 0.00 0.47 0. 00 1.6 (i, r)(i 0, (ui 0.00 0, (nj 0, 00 0. 00 0.00
4 12 8,11 1 4.73 0. 53 0, 00 0, 00 0. 28 0, O(i i.;, 47 0. 00 1. 29 0. 00 0, 00 0.00 0.00 0. 0(i 0, 00 0,00
4 13 8.11 1 4,73 0. 53 0.00 0,00 0. 28 0,00 0. 47 0,00 1.29 0,00 0.00 0, o: 0,00 O. 00 0,00 0,00

RCH ELE
NUM NUM
STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 7
QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
D0 K2 OXYGN 80D 80D 50D ORGN ORGN NH3 NH3 NO2 ORGP NSA DISP COLI ANC ANC ANC
SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/08? 'i8/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY M6/F2D
4 14 8.11 1 4.73 0.53 0.00 0.00 0.28 0.00 0.47 0.00 1.29 0.00 0. 00 0.00 0.00 0.00 0.00 0.00
5 1 8.11 1 4.04 0. 53 0, 00 0. 00 0. 28 0. 00 0. 47 0. 00 La 0. 00 0. 00 0. 00 0. 00 O, 00
5 2 8,11 1 134 0. 53 MO O. 00 0.28 0.00 0.47 0, 00 La 0. Oi) 0, 0O O, 00 0, i)i) 0.0 (, 00 0. 00
5 3 8.11 1 134 0. 53 0.00 0. 00 0.28 0. 00 0.47 O. 0 1.29 0,00 0, 00 0.00 0.00 0, 00 ( ()0 (1, 00
5 4 8.11 1 134 0,53 MO 0. i)i) 0.28 0.0 0,47 0.00 1,29 0. 00 0, (n) 0,00 0,00 0,00 0. 00 0.00
5 5 8.11 1 3.34 0. 53 0.00 0.00 O. 28 0.00 0.47 0, 00 1. 29 0 00 0. (r) 0. DO 0. 00 0. 00 (1. 00 0, (0
5 6 8.11 1 134 0.53 0.00 0.00 0.28 0.0 0.47 0.00 1.6 0.0 0,00 0. (1i) 0,00 0,00 0,00 0,00
5 7 8.11 1 8 8.11 r.34 ).5 3.34 0.53 0.00 0.00 0,28 0.00 0.47 0.00 1. 29 O, (1O 0.0 0.00 0.00 0.00 0.00 0.0
5 ( 0.00 0.00 0.28 0.00 0.47 0.00 1.6 0.00 (1, 00 0, Oi) (i, Ili) (1, i)0 i1, 00 O, M
� .,,< ,
5 9 8.11 1 134 0.53 0, 00 0, 00 0. 28 0, 00 0.47 0, 00 1.29 MO 0.00 0.00 (1, ( 0.00 0.00 0.0
5 10 8.11 1 134 (. 53 0.00 (, 0O 0.28 0. 00 0.47 0. 0 1.29 MO i), 00 0, 00 0.00 0.00 0, 0 0,00
5 11 8, 11 1 34 0. 53 0. 00 0. 0{. 0. 2a (i, OO 1), 47 (1, 00 1, 29 0.00 O. 00 o o 1 O, 00 0.00 O, 00 0,00
5 12 8,11 1 3.34 0.53 0,i)0 (.00 0.28 0,00 0.47 0.00 1.29 0,00 0,00 0,00 0.00 0,00 0,00 0,00
5 13 8.11 1 3. 34 0. 53 0.00 0, 0' 0.28 0.00 0.47 0.00 1.29 0.00 O. O0 0.00 0 (10 0.00 0, 00 0, 00
5 14 8.11 1 3.34 0. 53 (1 0(1 0. 0i.) 0. 28 0. 00 0.47 0. (0 La 0. i)0 O. GO 0, i)0 (. 00 (, 00 0. 00 0. 00
5 15 8.113.34 0.53 0.0 0, 00 0, 28 0, 00 0,47 (1, O(1 1. 29 0. 00 0.00 0 00 0. 0O 1. 00 0.00 0.00
5 16 8.11 1 134 0. 52 O, 0i) O, O(i O, 28 i), 0(1 0.47 0. 00 La 0.00 O. 00 0.0 0.00 0.00 0. 00 0. 00
5 17 8.11 1 134 0.53 0.0 O 00 0.28 0.0 0,47 0.0 1.29 0.0 0.0 0,00 0.0 0.00 0.0 0, (1O
5 18 8,11 1 3. 34 0.53 0, 00 O. (x) 0, 28 0. 00 0.47 0. 00 La ('), 00 0, 00 0. 00 1 00 i1 00 0. 00
5 19 8.11 1 3. 34 0. 53 0.00 0. 00 0.28 O. 00 0.47 0. 00 L 29 (()() 1 00 0. 00 0, 00 0, 00 t), 00 O, O0
5 20 8. i 1 1 134 0.53 0. 00 0, OO 0.28 0.00 0.47 0.00 La 0, 00 o. (x) i), 00 0. 00 0.0 0.00
6 1 8.11 1 3.52 0.53 0.00 0.00 0.28 0.00 0.47 0.00 1.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6 L 8.11 1 2 63 11..i3 0. ()( 0.00 O. 28 (. u0 0.47 0.00 1.29 O, ()(,I t), (Il) 0.00 0.0 0.00 0.0 O. ()()
6 3 8.11 1 3.69 0.53 0, 0O (1, (y: (1, 28 0, 00 0. 47 0. OO La O. 00 1 00 0.00 0, (1O O.10 0.00 O. 00
6 4 8.11 1 3.69 0.53 0.00 0,00 0.28 0.00 0.47 O.00 1.29 0,01 O. 0.00 0.00 0.00 0.00 0.00
6 5 8.11 1 3.69 0.53 0.00 0.(10 0,28 0.00 0.47 0.00 LEI 0.00 0.00 0,00 0.0(1 0,00 0.00 0.00
6 6 8.11 1 3,69 0.53 (1, 00 0. (u) 0.28 0, (y) 0.47 i), i)O La 0, OO 0. )0 0. (x0. i)0 0. 00 i), Oo 0. 00

STREAM QUALITY SIM&ATION OUTPUT PAGE NUMBER 8
DUAL-2E STREAM QUALITY ROUTIN3 MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
RCH ELE DO K2 OXYGN HOD BCD SOD ORGN ORGN NH3 NH3 NO2 ORBP ORGP DISP COLI ANC ANL ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L I/DAY 1/DAY 1/DAY G/FeD 1/DAY 1/DAY 1/DAY MG/FcD 1/DAY I/DAY 1/DAY MG/F?D 1/DAY I/DAY 1/DAY MG/F2D
6 7 8,11 1 3.69 p, 53 0, 00 0. 00 0, c8 0. 00 0, 47 O. 00 1, 29 p, 00 0. 00 o. 00 O.00 0. pit p, 00
6 8 8.11 1 169 0.53 0.00 0.0 0.28 0.0 0.47 0.00 1.29 0.00 0.00 0. 00 0.00 0. 00 0.0 0.00
6 9 8.11 1 169 0.53 0.00 0.00 0.28 0.00 0,47 0.00 1.29 0.00 0.00 0.00 0.00 00 0.00 0.00
6 10 8.11 1 3.69 0.2 0.0 0.00 0.28 0.00 0.47 0.0 1.29 ((. O(( 0.00 0, 00 0.00 0, 00 0. 00 MO
6 11 8, I 1 1 3.69 0.53 0.00 0.0 0.28 0.0 0.47 0.00 1.6 0, pp 0.00 0.00 0.0 0.00 0.00 0, a
6 2 8.11 1 3.69 0.2 0.00 00 0.28 MO 0.47 0. 00 1.6 0. DO 0. DO 0.00 0, (u) 0.00 0.00 (:, pp
6 13 8.11 1 3.69 0.53 0.00 0. W 0.28 MO 0.47 0. N 1.6 :i, 0(J 0.00 0.00 0.00 p, (rci 0.00 0.00
6 14 8.11 1 3.69 0.2 0. p0 0.0 0.28 0.0 0.47 0.0 1. L 0.00 0.00 0.0 0.00 0.0 0.0 p: Op
6 15 8.11 i 169 0.53 MO 0.00 0.28 0.00 0, 47 0.00 1.29 0.00 0.00 O, 00 p, (((3 MO O, OO 0.00
6 16 8.11 1 3.69 0.53 0.0 0.00 ((. c8. 0.00 0.47 0.00 1.29 O.00 O: 00 0,00 0.00 0. (TM( 0.00 0.00
6 17 8.11 i 3.69 0.53 0.00 0. (n; 0.28 0. (u) 0.47 0. Di) 1.29 0, pO (, (H) 0,00 0, OO 0.00 0.00 0.00
6 18 8,11 1 169 0.2 (+. 0 ( 0.00 0.28 0.00 0.47 0.0 1.6 MO 0. O( 0.0 0.00 0.00 0.00 0. pO

STREAM QUALITY SIMULATION OUTPUT PAGE ►AMBER 9
QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
IRCH ELE CM-1 CM-2 CM-3 ANC
NUM NUM TEMP DO BOD ORGN NH3N NC2N NO3N SUM-N ORGP DI5-P SUM-P COLT CHL4
DES-F MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L #/100M` UG/L
1 1 78.80 0.00 0.00 0.00 7.19 3.04 0.50 0.44 0.00 0.00 0.94 0.00 0.00 0.00 0.00 0.00 0.00
1 2 78.80 0.00 0.00 0.00 6.40 16.79 0.21 1.34 0.01 0.00 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 3 78.80 0.00 0.00 0.00 6.28 16.60 0.21 1.33 0.02 0.00 1.55 0.00 0.00 0.00 0.00 0.00 0,00
1 4 78.80 0.00 0.00 0.00 6.15 16.42 0.21 1.32 0.02 0.00 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 5 78.80 0.00 0.00 0.00 6.04 16.23 0.21 1.31 0.03 0.00 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 6 78.80 0.00 0.00 0.00 5.93 16.05 0.21 1.31 0.04 0.00 1.55 0.00 0,00 0.00 0,00 0.00 0.00
1 7 78.80 0.00 0.00 0.00 5.33 15.87 0.21 1.30 0.05 0.00 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 8 78.80 0.00 0.00 0,00 5.73 15.69 0.21 1.29 0.05 0,00 1.55 0.00 0.00 0.00 0.00 0,00 0.00
1 9 78.80 0.00 0.00 0.00 5.64 15.51 0.21 1.28 0.06 0.00 1.55 0.00 0,00 0.00 0.00 0.00 0.00
1 10 78.80 0.00 0.00 0.00 5.55 15.34 0.20 1.27 0.07 0.01 1.5-5 0.00 0.00 0.00 0.00 0.00 0.00
1 11 78.80 0.00 0.00 0.00 5.47 15.16 0.20 1.26 0.07 0.01 1.55 0.00 0.00 0.00 0.00 0.00 0 0.00
1 12 78.80 0.00 0.00 0.00 5,40 14.99 0.20 1.26 0.08 0.01 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 13 78.80 0.00 0.00 0.00 5,32 14.83 0.20 1.25 0.09 0.01 1.55 0.00 0.00 0.00 0.00 0.00 0. 00
1 14 78.80 0.00 0.00 0.00 5.26 14.66 0.20 1.24 0.09 0.01 1.55 0,00 0.00 0.00 0.00 0.00 0.00
1 15 78.80 0.00 0.00 0.00 5.20 14.49 0.20 1.23 0.10 0.01 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 16 78.80 0.00 0,00 0,00 5,14 14.33 0.20 1.23 0.10 0.02 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 17 78.80 0.00 0.00 0.00 5.09 14.17 0.20 1,22 0.11 0.02 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 18 78.80 0.00 0.00 0.00 5.04 14.01 0.20 1.21 0.12 0.02 1.55 0.00 0.00 0.00 0.00 0.00 0.00
1 19 78.80 0.00 0.00 0.00 4.99 13.85 0.20 1.20 0.12 0.02 1.55 0.00 0.00 0.00 0.00 0.00 0.00
2 1 78.80 0,00 0.00 0.00 5.04 13.74 0.20 1.20 0.13 0.02 1.55 0.00 0.00 0.00 0.00 0.00 0.00
2 2 78.80 0.00 0.00 0.00 5.13 13.64 0.20 1.19 0.13 0.03 1.54 0.00 0.00 0.00 0.00 0.00 0.00
2 3 78.80 0.00 0.00 0,00 5.21 13.53 0.20 1.18 0.14 0.03 1.54 0.00 0.00 0,0+) 0.00 0.00 0.00
2 4 78.80 0.00 0.00 0.00 5.29 13.43 0.20 1.17 0.14 0.03 1.54 0.00 0.00 0.00 0.00 0.00 0.00
2 5 78.80 0.00 0.00 0,00 5.36 13.32 0.20 1,17 0.15 0.03 1.54 0.00 0.00 0.00 0.00 0.00 0.00
2 6 78.80 0.00 0.00 0.00 5.43 13.22 0.20 1.16 0.15 0.03 1.54 0.00 0.00 0.00 0.00 0.00 0.00
2 7 78.80 0.00 0.00 0.00 5.49 13.11 0.20 1.15 0.16 0.04 1.54 0.00 0.00 0.00 0.00 0.00 0.00
2 8 78.80 0.00 0.00 0.00 5.56 13.01 0.20 1.15 0.16 0.04 1.54 0.00 0.00 0.00 0.00 0.00 0.00
2 9 78.80 0.00 0.00 0.00 5.61 12,91 0.20 1.14 0.16 0,04 1.54 0.00 0.00 0.00 0.00 0.00 0.00
2 10 78.80 0.00 0.00 0.00 5.67 12.81 0.20 1.13 0.17 0.05 1.54 0.00 0.00 0.00 0.00 0.00 0.00

STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 10
DUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
RCN ELE CM -I CM-2 °A-3 ANC
NUM NUM TEMP DO BOD ORGN NM3N NO2N NO3N SUM-N ORGP DIS-P SUM-P COL: CHLA
DEG-F MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L #/100ML US/L
2 11 am m() mo mo 5.72 12.71 0. 13 1.12 0.17 0.05 1,54 0.00 0.00 0.00 0,00 0.00 0.00
2 12 78.3D 0.00 0,00 OM 5,77 12.61 0.19 1.12 0.18 0,05 1.54 0.01) 0.00 0,00 0.00 1) 0)) 0.00
2 2 am mo mo om 5.82 12,51 0.19 1. 11 0.18 0,05 154 0.00 0.00 0.00 0.00 0.00 0.00
3 1
i 78.80 0.00 0,00 0.00 5.87 12,42 0,19 1.10 0.18 0.06 1.54 0.00 O. 00 O. 00 0.00 O. 00 O. 00
3 2 78.80 0.00 O. 00 O. 00 5.94 12.32 O. 13 1,10 0,19 0.06 1.54 O. 00 O. 00 0.00 O. 00 O. 00 O. 00
3
3 78.80 O. 00 O. 00 O. 00 6.00 12.23 O. 19 1. 09 O. 19 O. 06 1.54 1) 0) O. 00 O. 00 O. i". 0 O. 00 O. Ou
3 4 78,80 ;2.00 O. 00 O. 00 E,. 05 12.14 O. 19 1.(18 0.19 :.). 07 1.54 O. 00 O. 00 O. 00 1) IX, O. 00 1) '.10
3 , 5 78.80 O. 00 0.00 O. 00 6,10 12.05 O. 13 1.08 O. 20 0.07 1.54 0.00 O. 00 0.00 O. 00 u. 00 o. 00
3 6 78.80 O. 00 (1 0)) O. 00 s. 15 11 96 0,19 1.07 O. 20 0,07 1.54 O. 00 O. 00 0,00 O. 00 O. 00 O. 00
3 7 78.80 O. 00 O. 00 0,00 6.19 11,87 0.19 1.08 O. 20 0.08 1.54 O. 00 O. 00 0.00 0.00 O. (g) O. 00
8 78.80 O. 00 0,00 0,00 6. 24 11.78 O. 19 1.06 0,21 0,08 1.54 O. (1' 0.00 O. 00 0.00 O. 00
3 9 am mo om mo 6.28 11.69 0.19 1,05 0.21 0.09 1,54 0.00 0.00 0.00 0.1)1) 0.00 0.00
3 10 78, Bo ,-.., 00 0,00 o. 00 B, 31 11, 61 0,19 1„ 05 0.21 (1 09 1,54 0,0,) 0, 00 0, 00 0, 00 0, 00 0, 00
3 11 78.80 0.00 0.00 0. 00 6.35 1 i . 52 0, 19 1.04 0. 22 O. 09 1.53 0.00 0.00 0.00 O. 00 0.00 0.00
4 1 78.80 0.00 0.00 0.00 6,37 11.43 0.19 1.06 0.22 0.10 1,53 0.00 0.00 OM OM 0.00 0.00
4 2 am o.w om mo 6.37 11.35 0.19 1.0,3 0,22 0.10 1,53 0.00 0.00 0,00 0.0 0.00 0.00
4 3 78.80 O. 00 O. 00 1.) ((1 E.. 38 11.27 O. 19 1, c.12 0.22 O. 10 1.53 O. 00 O. 00 0.00 O. 00 O. 00 0,00
4 4 78.80 0,00 0.00 0,00 6.38 11 19 0.19 1.01 O. 23 0,11 1.53 0.00 O. 00 0,00 0.00 1). 00 O. 00
4 5 78.80 0,00 O. 00 O. 00 6.39 11 11 O. 19 1.01 O. 23 O. 11 1,53 O. 00 O. 00 O. 00 O. 00 O. 00 O. 00
4 6 78.80 0,00 O. 00 O. 00 6.39 11.02 O. 18 1.00 0,23 0,12 1.53 0.00 O. 00 0.00 O. 00 O. 00 0.00
4 7 78.80 O. 00 0,00 O. 00 6.40 10.94 0,18 1,00 O. 23 0.12 1,53 O. 00 0.00 O. 00 O. 00 0,00 O. 00
4 8 78.80 0,00 O. 00 O. 00 6.41 10,87 O. 18 O. 99 0.24 O. 12 1.53 O. 00 0.00 O. 00 O. 00 0.00 O. 00
4 9 78.80 O. 00 O. 00 0,00 E,. 41 10.79 O. 18 O. 99 O. 24 0.13 1.53 O. 00 O. 00 O. 00 0.00 O. 00 O. 00
4 10 78.80 0.00 O. 00 0,00 6,42 10. 71 O. 18 0.58 O. 24 0.13 1.53 O. 00 O. 00 O. 00 O. 00 O. 00 0,00
4 11 78.80 0,00 O. 00 O. 00 6.43 10.63 0.18 O. 97 O. 24 0,14 1.5.13 0.00 O. 00 O. 00 O. 00 O. 00 0.00
4 12 78.80 O. 00 0.00 O. 00 6.43 10,55 0,18 0.97 O. 24 0.14 1.53 O. 00 O. 00 0.00 O. 00 O. 00 1) 00
4 13 78.80 O. 00 O. 00 0,00 6.44 10.48 O. 18 O. 96 0,24 0. 15 1. 53 0. 00 O. 00 O. 00 0.00 0.00 ((.00

STREAM QUALITY SIMULATION • QU-PUT PAGE NUMBER 11
QUAL-2E STREAM QUALITY ROUTING MODEL Ertl/NCASI VERSION
***** STEADY STATE SIMULATION *****
** HATER QUALITY VARIABLES **
RCH ELE CM-1 CM-2 CM-3 ANC
NUM NUM TEPP DO BUD ORGN NH3N NO2N NO3N SUM-N ORGP D1S-P SL -P COLI CHLA
DEG-F MG/L MG/L MG/L MG/L MG/L MM3/L MG/L MG/L MG/L MG/L #/100ML UG/L
4 14 78.80 0. 00 0.00 0. 00 6.45 10.40 0.18 0.96 0. 25 0.15 1.53 0,00 0. 00 O.00 0. 00 0. 00 0.00
5 1 78.80 0.00 0.00 0.00 6.44 10.32 0.18 0.95 0.25 0.15 1.53 0,00 0.00 0,00 0.00 0.00 O.00
5 2 78.80 0. 00 0. 00 0.00 6.42 10.25 0.18 0. 95 0. 25 0.16 1,53 0. 00 0. 00 0. 00 0. 00 O. 00 0. 00
5 3 78.80 0.00 0. 00 0. 00 6.40 10.17 0.18 0,94 0. 25 0.16 1.53 0. 00 0.00 0.00 0.00 0.00 0.00
5 4 78.80 0. 00 0. 00 0.00 6.38 10.10 0.18 0. 93 0.25 0.17 1.53 0. 00 0. 00 0. 00 0. 00 0.00 0,00
5 5 78.80 0. 00 0. 00 0. 00 6.36 10.02 0.18 0. 93 0.25 0.17 1.53 O. 00 0.00 0,00 0.00 0.00 3.00
5 6 78.80 0.00 0.00 0. 00 6.35 9. 95 0.18 0. 92 0.26 0.18 1.53 0. 00 0.00 0.1)0 0,00 0.00 0. 00
5 7 78.80 0.00 0.00 0.00 6.33 9.88 0.18 0.92 0.26 0.18 1.53 0.00 0.00 0,00 0.00 0.00 0.00
5 8 78.80 0,00 0.00 0.00 6.32 9,80 0.18 0.91 0.26 0.18 1.53 0,00 0.00 0. 00 0.00 0.00 0.00
5 9 78.80 O. 00 0.00 0.00 6.31 9.73 0.17 0.91 O. 26 0.19 1,53 0.00 0.00 0.00 0.00 0.000 0.00
5 10 78. 80 0.00 0. 00 0.00 6.30 9.66 0.17 O. 90 0.26 0.19 1.53 O. 00 0.00 0.00 0. 00 0.00 O. 00
5 11 78.80 0.00 0.00 0.00 6,29 9.59 0.17 0.90 0.26 0.20 1.53 0.00 0.00 0,00 0.00 0.00 0.00
5 12 78. B0 0. 00 0. 00 0. 00 6.28 9.52 0.17 0. 89 0. 26 0.20 1,53 O. 00 0. 00 O. 00 0,00 0,00 0. 00
5 13 78.80 0.00 0.00 0.00 6,27 9.45 0.17 0.89 0.26 0.21 1.53 0.00 0.00 0.00 0.00 0.00 0.00
5 14 7B. 80 0. 00 0.00 0.00 6.26 9.38 0.17 0. 88 0.26 0. 21 1.53 0. 00 0. 00 0,00 0,00 0,00 O. 00
5 15 78.80 0.00 0.00 0.00 6.26 9.31 0.17 0.88 0.27 0.22 1.53 0.00 0.00 0.00 0.00 O.00 0.00
5 16 78.80 0.00 0.00 0.00 6.25 9.24 0.17 0.87 0.27 0.22 1.53 0.00 0.00 0.00 0.00 0. 00 0.00
5 17 78.80 0.00 0. 00 0. 00 6.25 9.17 0.17 0. 87 0. 27 0. 22 :. 53 O. 00 0.00 0,00 0. 00 0. (X) 0. 00
5 18 78.80 0.00 0.00 0.00 6.24 9.11 0.17 0.86 0.27 0.23 1.53 0.00 0.00 0.00 0.00 0.00 0.00
5 19 78.80 0,00 0.00 0.00 6.30 8.69 0.19 0.85 0.25 0.22 1.51 0.00 0.00 0.00 0.00 0.00 0.00
5 20 78.80 O. 00 0. 00 0. 00 6.29 8.63 0.19 O. 85 0,25 0. 22 i. 51 O. 00 0,00 0. 00 0. 00 O. 00 0. 00
6 1 78.80 0. 00 0.00 0.00 6.30 8.56 0.19 0.84 0.25 0.23 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 2 78.80 0. 00 0. 00 0,00 6.31 8.49 0.19 0.84 O. 226 0. 23 1.51 0. 00 0.00 0.00 0.00 0. 00 0.00
6 3 78.80 0.00 0.00 0. 00 6.31 8.43 0.19 0. 83 0. 26 0. 24 1.51 0. 00 0. 00 0.00 0. 00 0. 00 0. (X)
6 4 78.80 0.00 0. 00 0. 00 6.32 8.36 0.19 0. 83 0. 26 0. 24 1.51 0. 00 0. 00 0,00 0.00 0. 00 0,00
6 5 78.80 0.00 0.00 0.00 6.33 8.30 0.19 0.82 0.26 0.25 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 6 78.80 0.00 0.00 0.00 6.34 8.24 0.19 O.82 O.26 0.25 1.51 0.00 0.00 0.00 0.00 0.00 0.00

STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 12
QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
RCH ELE CM-1 CM-2 CM-3 ANC
NUM NUM TEMP DO BOD ORGN NH3N NON NO3N SUM-N ORGP DIS-P SUM-P COLI CHLA
DEG-F MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L #/100ML LAC/L
6 7 78.80 0.00 0.00 0.00 6.34 8.17 0.19 0.81 0.26 0.25 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 8 78.80 0.00 0.00 0.00 6.35 8.11 0.19 0.81 0.26 0.26 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 9 78.80 0.00 0.00 0.00 6.36 8.05 0.18 0.80 0.26 0.26 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 10 78.80 0.00 0.00 0.00 6.37 7.99 0.18 0.80 0.26 0.27 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 11 78.80 0.00 0.00 0.00 6.38 7.93 0.18 0.79 0.26 0.27 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 12 78.80 0.00 0.00 0.00 6.39 7.87 0.18 0.79 0.26 0.28 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 13 78.80 0.00 0.00 0.00 6.39 7.81 0.18 0.78 0.26 0.28 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 14 78.80 0.00 0.00 0.00 6.40 7.75 0.18 0.78 0.26 0.28 1.51 0.00 0.00 0.00 0.00 0.00 0,00
6 15 78.80 0.00 0.00 0.00 6.41 7.69 0.18 0.77 0.26 0.29 1.51 0.00 0.00 0.00 0.00 0.00 0.00
6 16 78.80 0.00 0.00 0.00 6.42 7.63 0.18 0.77 0.26 0.29 1.50 0.00 0.00 0.00 0.00 0.00 0.00
6 17 78.80 0.00 0.00 0.00 6.43 7.57 0.18 0.77 0.26 0.30 1.50 0.00 0.00 0.00 0.00 0.00 0.00
6 18 78.80 0.00 0.00 0.00 6.44 7.52 0.18 0.76 0.26 0.30 1.50 0.00 0.00 0.00 0.00 0.00 0.00

STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 13
PURL-2E STREAM QUALITY ROUTING MODEL EFTA/NCASI VERSION
***** STEADY STATE SIMULATION *****
**
DISSOLVED OXYGEN DATA **
COMPONENTS OF DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO TAM NIT
ORD NUM NUM TEMP SAT DO DEF INPUT INHIB F-FNCTN OXYGN NET
DEG-F MG/L MG/L MG/L MG/L FACT INPUT REAIR C-BOD SOD P-R NH3-N NO2-N
1 1 1 78.80 8.11 7.19 0.92 0.00 0.99 531.19 2.76 -2.40 0.00 0.00 -0.66 -0.01
2 1 2 78.80 8.11 6.40 1.71 0.00 0.98 257.53 5.12 -13.28 0.00 0.00 -1.99 -0.01
3 1 3 78.80 8.11 6.28 1.84 0.00 0.98 0.45 5.51 -13.13 0.00 0.00 -1.98 -0.03
4 1 4 78.80 8.11 6.15 1.96 0.00 0.98 0.45 5.88 -12.98 0.00 0.00 -1.96 -0.04
5 1 5 78.80 8.11 6.04 2.08 0.00 0.97 0.45 6.22 -12.83 0.00 0.00 -1.94 -0.06
6 1 6 78.80 8.11 5.93 2.19 0,00 0.97 0.45 6.55 -12.69 0.00 0.00 -1, 93 -0.07
7 1 7 78.80 8.11 5.83 2.29 0.00 0.97 0.45 6.86 -12.54 0.00 0.00 -1.91 -0.08
8 1 8 78.80 8.11 5.73 2.39 0.00 0.97 0.45 7.15 -12.40 0.00 0.00 -1.90 -0.10
9 1 9 78.80 8.11 5.64 2,48 0.00 0.97 0.45 7.42 -12.26 0.00 0.00 -1,88 -0,11
10 1 10 78.80 8.11 5.55 2.56 0.00 0.96 0.45 7.68 -12.13 0.00 0.00 -1.87 -0.12
11 1 11 78.80 8.11 5.47 2.64 0.00 0.96 0.45 7.92 -11.99 0,00 0.00 -1.85 -0.13
12 1 12 78.80 8.11 5.40 2.72 0.00 0.96 0.45 8.15 -11.85 0.00 0.00 -1.84 -0.15
13 1 13 78.80 8.11 5.32 2.79 0.00 0.96 0.45 8.36 -11.72 0.00 0.00 -1.82 -0,16
14 1 14 78.80 8.11 5.26 2.86 0.00 0.96 0.45 8.56 -11.59 0.00 0.00 -1.81 -0.17
15 1 15 78.80 8.11 5.20 2.92 0.00 0.96 0.45 8.74 -11.46 0.00 0.00 -1.79 -0.18
16 1 16 78.80 8.11 5.14 2.97 0.00 0.95 0.45 8.92 -11, 33 0.00 0.00 -1.78 -0.19
17 1 17 78.80 8.11 5.09 3.03 0.00 0.95 0.45 9.08 -11.20 0.00 0.00 -1.77 -0.20
18 1 18 78.80 8.11 5.04 3.08 0.00 0.95 0.45 9.23 -11.08 0.00 0.00 -1.75 -0.21
19 1 19 78.80 8.11 4.99 3.12 0.00 0.95 0.45 9.36 -10.95 0.00 0.00 -1.74 -0.22
20 2 1 78.80 8,11 5.04 3.08 0.00 0.95 0.50 12.59 -7.24 0.00 0.00 -1.73 -0.23
21 2 2 78.80 8.11 5.13 2.99 0.00 0.95 0.50 15.50 -7.19 0.00 0.00 -1.72 -0.24
22 2 3 78.80 8.11 5.21 2.90 0.00 0.96 0.50 15.07 -7.13 0.00 0.00 -1.72 -0.25
23 2 4 78.80 8.11 5.29 2.83 0.00 0.96 0.50 14.67 -7.08 0.00 0.00 -1.71 -0.25
24 2 5 78.80 8.11 5.36 2.75 0.00 0.96 0.50 14.29 -7.02 0.00 0.00 -1.70 -0.26
25 2 6 78.80 8.11 5.43 2.68 0.00 0.96 0.50 13.93 -6.97 0.00 0.00 -1.70 -0.27
26 2 7 78.80 8.11 5.49 2.62 0.00 0.96 0.50 13.59 -6.91 0.00 0.00 -1.69 -0.28
27 2 8 78.80 8.11 5.56 2.56 0.00 0.96 0.50 13.27 -6.86 0.00 0.00 -1.68 -0.29
28 2 9 78.80 8.11 5.61 2.50 0.00 0.97 0,50 12.96 -6.80 0.00 0.00 -1.67 -0.30
29 2 10 78.80 8.11 5.67 2.44 0.00 0.97 0.50 12.68 -6.75 0.00 0.00 -1.66 -0.31

OUTPUT PAGE NUMBER 14
***** STEADY STATE SIMULATION ***** EPA/iv'CASI VERSION'
** DISSOLVED OXYGEN DATA **
ELE RCN ELE DO DOCOMPONENTS OF DISSOLVED OXYGEN '"ASS BALANCE (MG/L-DAY)
ORD NUM NUM TEMP SAT DO .1DAM NIT
DEG-F MS/L M /L D- INPUT INHIB F-FNCTN OXYGN
G MG/L MG/L FACT INPUT REAIR C-BOD NET
SOD P-R NH3-N NO2-iN
STREAM 0U LITY SIMULATION
OVAL-2E STREAM 6:UALITY ROUTING MODEL
30 2 11 78,80 r
3i 8, 11 5, 72 2. 39 0. Cif)
12 78, 8ci 8, II 5, 77 2: 34 0. 00 U. 97 O. 50 12. 41 -6. 70 O0032 2 13 Ifs. 80 8, 11 5O. 00 0 000 -ia b655 -O, 31
. 82 2, 3) O. i 0 0 50 12.15 _6.65 0, 00 0. 00 -1.65 -0. 32
i1. 1 6.59 O.00 O.00 -1,84 -0,33
45 4 2 44 4 1 78.80 8.11 6.37 1,74 0.00 0.98
45 4 3 78.80 88. 11 6.37 1.74 0. 00 0.98
47 4 6.38 I.74 0.00 0.98
48 4 4 78.80 8.11 6.38 1.73 0.00 0. 98
5
78. 49 4 6 78.8f 8. 11 6.39 1.72 0. 00 0.98
50 4 7 78.80 8.11 6. 40 1.71 O. 00
O. 98
51 4 8 78.80 8.11 6.41 1.71 0. 00 0.98
52 4 9 78.8t) 1.7I O. t)tj O. 98
53 8.11 6.41 1.70 0. 00 0. 98
4 10 78.80 8.11 6.42 1.69 0. 00 0.98
54 4 11 78.80 8. 11 6, 43 1.69 0. 00 0.98
55 4 12 78.80 8.11 6.43 1.68 0.00 0.98
56 4 13 78.80 8.11 6.44 1.67 0.00 0.98
33 3 1 78. 80 2, 24 O. 00 0,
34 •J L
78. 80 8,11 94 0 97 0. 29 12. 53 -6. 54 0, 00 O. 00 - z
35 J L,18 ()a C)u O. 97 0.' 1 r - C 1. J,3 -tJ, .34
J
78. 8i) 8.11 6. 00 2.12 O. 00 O. 37 29 { 3, )5 -6. 50 O. 00 O. 00 -1. 62 -0, 34
36 4 78. 80 8.11 6,05 O. 29 70 -6, 45 0,00 O. 00 61 35
:,7 5 78.80 2. 06 O. 00 0, 97 O. 29 12. 37 -6, 40 O. 00 0, 00 -1, 60 -0, 36
8.ti 6.1U e.u1 U,OO 38 3 6 78, 80 11 0. 997 O. 29 12, 06 -6, 35 0, 00 0, 00 -I. 60 -O. 36
8.6a 15 1. 96 O. 00 0, 98 O. 29 11. 77 6, 30 0, t)Ci O. 0)
39 3 7 78. BO 8. 11 6, 19 1, 92 O. (xi 0, 98 c
40 3 8 78.80 0.29 11.50 0 -1.59 -tj, ,37
41 3 8,11 6. 24 i.88 O. 0(i O. 9 O. 23 11. 25 _6 Li O. I)I) O. GO -1. `�8 -0. 37
9 78. 80 8,11 6. 28 I a 84 O. Ot) O. 9g 6, 21 O. 00 O. 00 -1, 57 -O. 38O.
42 3 10 78.80 8.11 6. 31 1.80 00 O. 98 O. 29 11, 01 -6,16 O. 00 O. 00 -1, 56 -0, 39
43 3 11 78. 80 8. 11 6, 35 1. 76 0, 00 O. 99 ) 0. B 6`9 10. 79 -6. 12 0, t i
O. 29 10. 5 - O. 00 -1. 55 -0, 39
. E )7 Or 00 0, 00 -1. 54 -O. 40
0.14
0.14
0. 14
0.14
0.14
O. 14
0.14
0.14
0.14
0.14
0.14
0,14
0.14
9.36
8.23
8.21
B.18
8.16
8.13
8.10
8.07
8.04
8.01
7.98
7.95
7.91
-6.03
-5. 98
-5,94
- 5.85
-5.81
- 5, 77
-5.73
- 5.68
-5, 64
- 5, 60
-5. 56
5.52
0,00
0,00
0,00
0. 00
0,00
0.00
0.00
0,00
0,00
0, 00
0. 00
0.00
0,00
O. 00
0. 00
0, 00
0.00
0, 00
0,00
00
0, 00
0,1)0
O. 00
0. 00
0. 00
0.00
-1.54
- 1.53
-1.52
- 1.51
- 1.50
- 1.49
-1.48
- 1, 48
- 1, 47
-1, 46
-1.45
-1.44
-1.43
-O. 40
-(i. 41
-O. 41
-0. 42
-0, 42-
-O. 43
- O. 43
- 0.43
- 0.44
-0.44
-O. 44
-O. 45
-0.45

STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 15
G��-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION
***** STEADY STATE SIMULATION *****
** DISSOLVED OXYGEN DATE x *
COMPONENTS OF DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO DAM NIT
ORD NUM NLM TEMP SAT D0 DEF INPUT INHIB F-FNCTN OXYGN NET
DEG-F M6/L MG/L MG/L MG/L FACT INPUT REAIR C-801) SOD P-R NH3-N NO2-N
57 4 14 78.80 8. 11 6.45 1.67 0.00 0.98 0. 14 7,88 -5.48 0.00 0.00 -1.42 -0.46
58 5 78.80 8.11 6.44 1.67 0,00 0.98 0.21 6.76 -5.44 0,00 0.00 -1.42 -0,46
59 5 78.80 8,11 6.42 1,70 0.00 0.98 0.21 3.67 -5. 40 0.00 0,00 -1, 41 -0.46
60 5 78.80 8,11 6.40 1.72 0,00 0.98 0.21 5.74 -5,36 0,00 0.00 -1.40 -0.46
61 5 4 78.80 8.11 6.38 1.73 0.00 0.98 O. 21 5.80 -5. 32 O. 00 O. 00 -1, 39 -O. 47
62 5 5 78.80 8,11 6.36 1.75 0.00 0.98 0.21 5.85 -5.28 0.00 0.00 -1. 38 -0.47
b3 5 6 78.80 8,11 6.35 1.77 0.00 0.98 0.21 5.91 -5.24 0.00 0.00 -1.37 -0.47
64 5 7 78.80 6.11 6,33 1.78 0.00 0.98 0.21 5.95 -5.20 0.00 0.00 -1.37 -0, 47
65 5 8 78.80 8.11 6. 32 1,73 0.00 0.98 0.21 6.00 -5.17 0.00 0.00 -1.36 -0.48
66 5 9 78,80 8.11 6.31 1.81 0,00 0.98 0.21 6.04 -5.13 0,00 0.00 -1.35 -0.48
67 5 10 78.80 8.11 6.30 1.82 0.00 0.98 0.21 6.08 -5.09 0.00 0.00 -1.34 -0,48
68 5 11 78.80 8.11 6.29 1.83 0.00 0.98 0.21 6.11 -5.05 0.0) 0.00 -1.33 -0.48
69 5 12 78.80 8.11 6.28 1.84 0.00 0.98 0.21 6.14 -5. 02 0.00 0.00 -1. 32 -0.48
70 5 13 78.80 8.11 6.27 1.84 0,00 0.98 0.21 6.17 -4.38 0.00 0.00 -1.32 -0.49
71 5 14 78.80 8,11 6.26 1.85 0,00 0,98 0.21 6.19 -4. 94 0.00 0,00 -1. 31 -0.49
72 5 15 78.80 8.11 6.26 1.86 0.00 0.98 0.21 6.21 -4.91 0.0)) 0.00 -1,30 -0.49
73 5 16 78.80 8.11 6.25 1.86 0.00 0.38 0.21 6.23 -4.87 0.00 0.00 -1, 29 -0.43
74 5 17 78.80 8.11 6.25 1.87 0.00 0,98 0.21 6.24 -4.83 0.00 0.00 -1.29 -0.49
75 5 18 78.80 8.11 6.24 1.87 0.00 0.98 0.21 6,26 -4.80 0.00 0.00 -1, c8 -0.49
76 5 19 78.80 8,11 6,30 1.82 0.00 0.98 32,13 6.017 -4.58 0.00 0.00 -1.26 -0.47
77 5 20 78.80 8.11 6.29 1.82 0.00 0.98 0.19 6.08 -4.55 0.00 0.00 -1.26 -0.47
78 6 1 78.80 8.11 6.30 1.82 0.00 0.98 0.46 6.38 -4,51 0.00 0.00 -1.25 -0.47
79 6 2 78.80 8.11 6.31 1.81 0.00 0.98 0.46 6.67 -4.48 0.00 0.00 -1. 224 -0.47
80 6 3 78.80 8.11 6.31 1.80 0.00 0.98 0.46 6.64 -4.44 0.00 0.00 -1.24 -0.47
81 6 4 78.80 8.11 6.32 1.79 0.00 0.98 0.46 6.62 -4.41 0.00 0.00 -1.23 -0.47
82 6 5 78.80 8.11 6.33 1.79 0.00 0.98 0.46 6,59 -4.37 0.00 0.00 -1.22 -0.47
83 .6 6 78.80 8.11 6.34 1.78 0.00 0.98 0.46 6.56 -4.34 0.00 0.00 -1.21 -0.47

STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 16
DUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI ERSION
***** STEADY STATE SIMULATION *****
** DISSOLVED OXYGEN DATA **
COMPONENTS OF DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO DAM NIT
ORD NUM NUM TEMP SAT DC DEF INPUT INHIB F-FNCTN OXYGN NET
DEG-F MG/L MG/L MG/1 MG/L FACT INPUT REAIR C- BIID SOD P-R NH.3-N N0 N
84 6 7 78.80 8.11 6.34 1.77 0.00 0.98 0.46 6.53 -4.31 0.00 0.00 -1.21 -0.48
85 6 8 78.80 8.11 6.35 1.76 0.00 0.98 0,46 8.50 -4. 28 0.00 0.00 -1.20 -0.48
86 6 3 78.80 8.11 6.36 1,75 0.00 0.98 0.48 5.47 -4. 24 0.00 0.0 -1.13 -0.48
97 6 i0 78.90 8.11 8.37 1.74 0.00 0.38 0.46 6.44 -4.21 0.00 0.00 -1.19 -0.48
88 6 11 78.80 8.11 6.38 1.74 0.00 0.98 0.46 6.41 -4. 18 0.00 0.00 -1.18 -0.48
89 6 12 78.80 8.11 6.39 1,73 0.00 0.98 0.46 6,37 -4,15 0,00 0.00 -1.17 -0.48
90 6 13 78.80 8.11 6.39 1,72 0.00 0.98 0,46 6.34 -4. 12 0.00 0.00 -1. 17 -'). 48
91 6 14 78,80 8.11 6.40 1.71 0,00 0,98 0.46 6.31 -4.08 0.00 0.00 -1.16 -0,48
92 6 15 78.80 8.11 6.41 1.70 0.00 0.38 0.46 6.28 -4.05 0.00 0.00 -1.15 -0.48
93 6 16 79.80 8.11 6,42 1,63 0.00 0,98 0.48 6,25 -4. 0c 0.00 0.00 -1.15 -0.48
94 6 17 78.80 8.11 6.43 1.68 0.00 0.98 0.46 6,21 -3. 93 0,00 0.00 -1.14 -0.48
95 6 18 78.80 8.11 6.44 1.68 0.00 0.98 0.46 6.19 -3.36 0.00 0.00 -1.13 -0.48

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DISSOLVED OXYGEN
BIOCHEMICAL OXYGEN DEMAND =

SCDHEC CHLORINE LIMIT CO{PUTATION FOR
CLASS A A -TROUT B, AND B-TROUT WATERS
OF THE STATE OF SOUTH CAROLINA.
NAME OF DISCHARGER? PROPOSED NORTH CAROLINA DISCHARGE
NAME OF STREAM? TO CROWDERS CREEK JUST ABOVE BORDER
DATE OF ASSESSMENT? 3/3/88
NAME OF MODELLER? BORDERS
PLEASE ENTER THE DISCHARGER FLOW IN MGD? 6.0
PLEASE ENTER THE BACKGROUND (STREAM) FLOW IN CFS? 6.71
PLEASE ENTER THE BACKGROUND CHLORIN CONCENTRATION IN uG/L? 0
THE MONTHLY AVERAGE CHLORINE CONCENTRATION IN THE DISCHARGE
NOT TO EXCEED A MIXED INSTRE.AM TOTAL RESIDUAL CHLORINE
CONCENTRATION OF 11.0 uG/L IS ----) 19.0 uG/L
THE DAILY MAXIMUM TRC LIMIT IN THE EFFLUENT NOT
TO EXCEED A MIXED INSTREAM TOTAL RESIDUAL CHLORINE
CONCENTRATION OF 19.0 uGIL IS ----) 22,7 uG/L
ANY FURTHER CALCULATIONS? (YIN)
SOUTH CAROLINA AMMONIA TOXICITY TEST
NAME OF DISCHARGER? PROPOSED NORTH CAROLINA DISCHARGE
NAME OF STREAM? TO CROWDERS CREEK JUST ABOVE BORDER
DATE OF ASSESSMENT? 3/3/88
NAME OF MODELLER? BORDERS
TEMPERATURE, IN DEGREES CENTIGRADE? 26
WHAT pH? 7
THE Cwqs VALUE IS ---) 8.39
PLEASE ENTER BACKGROUND AMMONIA CONCENTRATION (Cu) IN MG/_? .44
PLEASE ENTER DISCHARGER FLOW 03d) IN MGD? 6
PLEASE ENTER BACKGROUND FLOW (Qu) IN CFS? 6.71
THE MAXIMUM ALLOWABLE AMMONIA CONCENTRATION
IN THE DISCHARGE IS ===)) 13.9 MG/L
ANY FURTHER CALCULATIONS (Y!N)

APPENDIX D
Sample Calculation for Determining Cadmium Limit
Facility
Ow * Daily Max. = Load Balance
(mgd) (mg/1)
Carolina & Southern 0.257 0 0
Precision Seals 0.146 0.028 0.004
Lithium Corp. 0'615 0 0
Homelite-Textron 0.400 * 0.00084
A.B. Carter 0.022 0.11 0.0024
Rauch Industries 0.012 0 0
_______
Total Industrial Ow 1.454 0.00724
+ +
Total Domestic Ow 4.546 0.003** 0.0136
______ _______
Total Ow 6.000 0.02084
Domestic Ow = Total Ow - Ind. Ow = 6.0 - 1.454 =4.546 mgd
Actual Cw = Total load balance / Total Ow
= 0.02084 / 6.0 mgd
Actual Cw = 0.0035 m~/
Allowable Cw= Qd*Cd - Qu*Cu / Ow
Cw = Waste Concentration
Qd = Downstream flow = 7q10 flow + Ow
Qd = 6.7 cfs + 9.3 cfs = 16 cfs
Cd = Downstream Concentration (WQ Standard)
Cd = 2 ug/l or .002 mg/l
Qu = Upstream 7q10 flow = 6.7 cfs
Cu = Upstream Concentration
Ow = Wasteflow in cfs
Qw = 6.0 mgd * 1.55 = 9.3 cfs
Allowable Cw - 16 cfs*.002 mg/l - 6.7 cfs*0 / 9.3 cfs
= 0.032 cfs*mg/l - 0 / 9'3 cfs
Allowable Cw = 0.0034 mg/l
Limit,if Actual 1/10 Allowable Cw
0.0035 mg/l ` 0.00034 mg/l
Therefore must limit for Cadmium, using the Allowable Cw
* Homelite daily max. value already converted to load. conc.
** Default Industrial Effluent Concentration for Domestic/
Commercial Facilities

* i'IODEL SUMMARY DATA **.r
Discharger- e CAROLINA rSOHERN
Receiving Stream . CROWDERS CREEK
Summer 010 6.4
Design Temperature: 23.
Subbi-:tsi n 030837
Stream Class: C
Winter 7G310
;LENGTH; SLOPEI VELOCITY ; DEPTHI Kd ; Kd Ka 1 Ka ; Kl: ; K1# KNR ; KNR
1 mile 1 ftimi; fps 1 ft ;design; a2G' ;design; 320' ;design; 320' ;design; a20'
Segment 1 1 2.101 55.001 0.118 ; 0.47 ; 0.84 1 0.73 ;12.45 1 11.671 0.63 1 0.50 1 0.38 1 0.30 1
Reach 1 1 '
1
, , 1
Segment 1 1 0.501 34.00; 0.135 1 0.71 ; 0.43 1 0.33 1 8.79 : 8.241 0.63 1 0.50 1 0.38 1 0.30 1
Reach 2 . 1 1
Segment 1 1 1.501 34.001 0.143 1 0.75 1 0.44 1 0.39 1 9.35 1 8.761 0.63 1 0.50 1 0.38 1 0.30 ;
Reach 3 1 1 1 1 1 1 1
Segment 2 1 1.301 70.001 0.625 1 0.51 1 0.98 1 0.85 153.37 1 50.001 0.63 1 0.50 1 0.38 1 0.30 1
Reach 1
1 i , , 1 , ; , i
Segment 2 ; 0.601 28.001 0.338 1 0.80 1 0.48 1 0.42 '18.20 1 17.051 0.63 1 0.50 1 0.38 1 0.30 1
Reach 2 1 1 '
Segment 3 1 1.001 13.001 0.243 1 1.13 1 0.33 1 0.29 1 6,07 1 5.691 0.38 1 0.30 1 0.38 1 0.30 1
Reach 1 1
Segment 3 ; 3.20: 6.001 0.192 1 1.30 1 0.27 1 0.24 1 2.21 1 2.07; 0.38 1 0.30 1 0.38 1 0.30 1
Reach
, 1
Segmer,t 3 1 0.901 6.001 0.192 1 1.31 1 0.27 1 0.24 ; 2.21 1 2.07; 0.38 1 0.30 1 0.38 1 0.30 1
Reach 3 , I , , ,
Segment 3 1 1.301 6.001 0.192 1 1.34 ; 0.27 1 0.24 1 2.21 1 2.071 0.38 1 0.30 1 0.38 1 0.30 1
Reach 4. 1 1 1 1
Segment 3 1 2.601 6.001 0.196 ; 1.39 1 0.27 1 0.24 1 2.26 1 2.11; 0.38 1 0.30 1 0.38 1 0.30 1
Reach 5 1
n 1 , 1 1 n , 1 0 30 i , 1
Segment 3 0.30: 6.001 O.c4:� 1.630.27 i 0.23 i 2.77 c.60, 0.38 i ....,. 0.380.30 ,
Reach 6 1
Segment 3 ; 0.601 6.001 0.249 1 1.68 1 0.27 1 0.23 ; 2.07 1 1.94; 0.38 ; 0.30 1 0.38 1 0.30 1
Reach 7 1 1 1 i
1 i .
Segment 3 1 1.301 6.001 0.249 1 1.69 ; 0.27 1 0.23 ; 2.07 1 1.94; 0.38 1 0.30 1 0.38 1 0.30 1
Reach 8

^ SUMMER
MODEL FOR 201 PROJECT FOR
CROWDERS CREEK BASIN
� | Seg # | Reach # | Seg Mi 1 D.O. CBOD NBOD 1 Flow �
1 1 0.00 7.04 2.00 3.00 0.20
1 1 O.10 7'64 1.91 2.94 0.22
^ 1 1 0.20 7.93 1.84 2.89 0.24
1 1 0.30 8.08 1.77 2.84 0'25
1 1 0.40 8.16 1.71 2.80 0.27
1 1 0.50 8.20 1.65 2.75 0.29
1 1 0.60 8.23 1'60 2.71 0.31
1 1 0.70 8.25 1.56 2.68 0.32
1 1 0.80 8.26 1.51 2.64 0.34
1 1 0.90 8.27 1.47 2.61 0.36
1 1 1.00 8.28 1.43 2.58 0.38
1 1 1.10 8.28 1.39 2.54 0.40
1 1 1.20 8.29 1.36 2.51 0.41
1 1 1.30 8.30 1.33 2.48 0.43
1 1 1.40 8.30 1.30 2.46 0.45
1 1 1.50 8.31 1.27 2.43 0.47
1 1 1.60 8.31 1.24 2.40 0.48
1 1 1.70 8.32 1.21 2.38 0.50
1 1 1.80 8.32 1.19 2.35 0.52
1 1 1.90 8.33 1.16 2.33 0.54
1 1 2.00 8.33 1.14 2.30 0.56
1 1 2'10 8.34 1.11 2.28 0.57
1 2 2.10 7.80 1.48 2.58 0.97
1 2 2.20 7.97 1.46 2.54 0.99
1 2 2.30 8.07 1.44 2.50 1.01
1 2 2.40 8.15 1.42 2.47 1.03
1 2 2.50 8.20 1.40 2.44 1.05
1 2 2.60 8.23 1.38 2.40 1.06
1 3 2.60 8.23 1.38 2.40 1.06
1 3 2.70 8.26 1.37 2.38 1.08
1 3 2.80 8.28 1.35 2.35 1.10
1 3 2.90 8.29 1.34 2.32 1.12
1 3 3.00 8.30 1.32 2.29 1.13
1 3 3.10 8.31 1.31 2.27 1.15
1 3 3.20 8.31 1.29 2.24 1.17
1 3 3.30 8.32 1.28 2.22 1.19
1 3 3.40 8.32 1.27 2.19 1'21
1 3 3'50 8.33 1'25 2.17 1.22
1 3 3.60 8.33 1.24 2.15 1.24
1 3 3.70 8.33 1.23 2.12 1.26
1 3 3.80 8.34 1.22 2.10 1.28
1 3 3.90 8.34 1.20 2.08 1.29
1 3 4'00 8.34 1.19 2.06 1.31
1 3 4.10 8.34 1.18 2.04 1.33
2 1 0'00 5.00 22.50 13.50 2.33
2 1 0.10 6.24 22.13 13.37 2.34
2 1 0.20 6.97 21.77 13.24 2.36
2 1 0.30 7.40 21.42 13.12 2.38
2 1 0.40 7.66 21.07 13.00 2'40
2 1 0.50 7.82 20.73 12.87 2.41
2 1 0.60 7.92 20.40 12'75 2.43
2 1 0.70 7.97 20'07 12.64 2.45
2 1 0.80 8.01 19.76 12.52 2.47
2 1 0.90 8.04 19.44 12.41 2.49
2 1 1.00 8.05 19.13 12.29 2.50
2 1 1.10 8.07 18.83 12.18 2.52
2 1 1,20 8.08 18.54 12.07 2.54
2 1 1.30 8.09 18.25 11.97 2.56
2 2 1.30 7.89 15.35 10.07 3.16
2 2 1.40 7.87 15.14 9.96 3.17

SUMMER
MODEL FOR 201 PROJECT FOR
CROWDERS CREEK (T=26,7.3)
| Seg # | Reach # | Beg Mi 1 D.O. CBOD | NBOD | Flow |
1 1 0.00 7.30 2.00 3'00 0.20
1 1 0.10 7.55 1.90 2.93 0.22
1 1 0.20 7.66 1.82 2.86 0.24
1 1 0.30 7.72 1.74 2.80 0.25
1 1 0.40 7.76 1.67 2.75 0.27
1 1 0.50 7.78 1.61 2.69 0.29
1 1 0.60 7.79 1.55 2.65 0.31
1 1 0.70 7.80 1.50 2.60 0.32
1 1 0.80 7.81 1.45 2.56 0.34
1 1 0.90 7.82 1.41 2.52 0.36
1 1 1.00 7.83 1'36 2.48 0.38
1 1 1.10 7.83 1'33 2.44 0'40
1 1 1.20 7.84 1.29 2.40 0.41
1 1 1.30 7.85 1.25 2.37 0.43
1 1 1.40 7,85 1.22 2.34 0.45
1 1 1.50 7.86 1.19 2.30 0.47
1 1 1.60 7.86 1.16 2.27 0.48
1 1 1.70 7.87 1.13 2.24 0.50
1 1 1.80 7.87 1.10 2.21 0.52
1 1 1.90 7.87 1.08 2.18 0.54
1 1 2.00 7.88 1.05 2.16 0.56
1 1 2.10 7.88 1.03 2.13 0.57
1 2 2.10 7.64 1.43 2.49 0.97
1 2 2.20 7.71 1.41 2.44 0.99
1 2 2.30 7.75 1.39 2.40 1.01
1 2 2.40 7.78 1.37 2.36 1.03
1 2 2.50 7.80 1.35 2.33 1.05
1 2 2.60 7.81 1.33 2.29 1.06
1 2 2'70 7.82 1.31 2.25 1.08
1 2 2.80 7.83 1.29 2.22 1.10
1 2 2.90 7.83 1.28 2.18 1.12
1 2 3.00 7.84 1.26 2.15 1.13
1 2 3.10 7.85 1.24 2.12 1.15
1 P 3.20 7.85 1.23 2.09 1.17
1 2 3.30 7.85 1.21 2.06 1.19
1 2 3.40 7.86 1.20 2.03 1.21
1 2 3.50 7.86 1.18 2'00 1.22
1 2 3.60 7.86 1'17 1.97 1.24
1 3 3.60 7.86 1.17 1.97 1.24
1 3 3.70 7.87 1.16 1.95 1.26
1 3 3.80 7.88 1.15 1.93 1'28
1 3 3.90 7.89 1.13 1.91 1.29
1 3 4.00 7.89 1.12 1.88 1.31
1 3 4.10 7.89 1.11 1.86 1.33
1 3 4.20 7.90 1.10 1.84 1.35
1 3 4.30 7.90 1.09 1.82 1.37
1 3 4.40 7.90 1.08 1.80 1.38
1 3 4.50 7.90 1.07 1.78 1.40
1 3 4.60 7.91 1.06 1.76 1.42
1 3 4.70 7.91 1.05 1.74 1.44
1 3 4.80 7.91 1.04 1.73 1.45
1 3 4.90 7.91 1.03 1.71 1.47
1 3 5'00 7.91 1.02 1.69 1.49
1 3 5.10 7.92 1.01 1.67 1.51
2 1 0.00 5.00 22.50 13'50 2.33
2 1 0.10 6.07 22.10 13.36 2.34
2 1 0.20 6.69 21.71 13.22 2.36
2 1 0.30 7.04 21.33 13.08 2.38
2 0.40 7.24 20.95 12.95 2.40

MODEL FOR 201 PROJECT FOR
CROWDERS CREEK (T=260.3)
Discharger
Receiving Stream
---------- MODEL RESULTS
: CAROLINA & SOUTHERN
: CROWDERS CREEK
The End D.O. is 7.32 mg/l.
The End CBOD is 2.23 mg/l.
The End NBOD is 1.83 mg/l.
WLA WLA WLA
DO Min CBOD WBOD DO Waste Flow
(Mg/1) Milepoint Reach # (Mg/1) (Mg/1) (mg/1) (mgd}
______ _________ _______ ____
Segment 1 7.30 0.00 1
Reach 1 21'00 22.50 5.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 45.00 90.00 5.00 0.00000
Segment 2 5.00 0.00 1
Reach 1 22.50 13.50 5.00 1.50000
Reach 2 0.00 0.00 0.00 0.00000
Segment 3 6.36 3.20 2
Reach If. 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 90.00 63.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
�
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0'00000
Reach 8 287.00 354.00 0.00 0.00000
Reach 9 0.00 0.00 0.00 0.00000

'
. ^
`
Sepent 3 | 5.00| 6.00: 0.257 | 1.76 | 0.31 | 0.23 | 2.28 1 2.00: 0.48 | 0.30 | 0.48 | 0.30 �
^ Reach Y
'
t
| Flow
� cfs
Segment 1 Reach 1
Waste . 0.000
Headwaters! 0.200
Tributary | 0.000
* Runoff 1 0.178
Segment 1 Reach 2
Waste ,
Tributary |
* Runoff |
Segment 1
Waste
Tributary
* Runoff
'
| CBOD 1 NBOD ! D.O.
| mg/l 1 mg/l | mg/l
0.000 <
0.400 1
0.178 |
21.000
2.000
0.000
2.000
0.000
2.000
2.000
22.500
3.000
0,000
3.000
1 0.000 |
| 3.000 1
1 3.000 |
Reach 3
1 0'000 1 45.000 1 90.000 1
| 0.000 | 0.000 | 0.000 |
1 0.178 1 2.000 1 3.000 1
Segment 2 Reach 1
Waste |
Headwaters!
Tributary |
* Runoff |
2.325
0.000
0.000
0.178
Segment 2 Reach 2
Waste 1 0.000 1
Tributary 1 0.600 |
* Runoff 1 0.178 |
Segment 3 Reach 1
Waste 1 0.000 1
Headwaters! 0.000 |
Tributary 1 0.000 |
* Runoff | 0.178 |
Segment 3 Reach 2
Waste | 0.000 |
Tributary | 0.100 |
* Runoff | 0.000 |
Segment 3 Reach 3
Waste | 0.000 |
Tributary | 0.000 |
* Runoff | 0.178 |
22.500
0.000
0.000
2.000
0.000 |
3.000 |
2.000 |
13.500
0.000
0.000
3.000
0.000 |
2.000 1
3.000 |
5.000
7.300
7.300
7.300
0.000
7.300
7.300
5.000
7.300
7.300
5.000
7.300
7.300
0.000
7.300
7.300
0.000 | 0.000 | 0.000
0.000 | 0.000 1 /.300
0.000 1 0.000 1 7.300
2.000 | 3.000 | 7.300
0.000 1
2.000 i
0.000 |
0.000 1
0.000 |
2.000 |
0.000 1 0.000
3.000 1 7.300
0.000 1 7.300
0.000 |
0.000 1
3'000 1
0.000
7.300
7.300
Segment 3 Reach 4
Waste | 0.000 | 90.000 | 63.000
Tributary | 0.0}0 1 0.000 1 0.000
| 0.000
| 7.300

2 1 0.50 7.36 20.59 12.81 2.41
2 1 0.60 7.44 20.23 12.68 2.43
2 1 0'70 7.48 19.88 12.55 2.45
2 1 0.80 7.51 19.53 12.43 2.47
2 1 0.90 7.53 19.20 12.30 2.49
2 1 1.00 7.55 18.87 12.18 2.50
2 1 1.10 7.56 18.54 12.06 2.52
2 1 1.20 7.57 18.23 11.94 2.54
2 1 1.30 7.58 17.92 11.82 2.56
2 2 1.30 7.52 15.08 9.95 3.16
2 2 1.40 7.45 14.86 9.83 3.17
2 2 1.50 7.40 14.64 9.71 3.19
2 2 1.60 7.37 14.42 9.59 3.21
2 2 1.70 7.36 14.21 9.47 3.23
2 2 1.80 7.35 14.01 9.35 3.25
2 2 1.90 7.34 13.80 9.24 3.26
3 1 0.00 7.52 9.76 6.85 4'77
3 1 0.10 7.45 9'64 6.75 4.79
3 1 0.20 7.39 9.52 6.66 4.81
3 1 0.30 7.34 9.40 6.57 4'82
3 1 0'40 7.30 9.28 6.47 4.84
3 1 0.50 7.27 9.17 6.38 4.86
3 1 0.60 7.25 9.06 6.30 4.88
3 1 0.70 7.23 8.94 6'21 4.90
3 1 0.80 7.22 8.83 6.12 4.91
3 1 0.90 7.21 8.73 6.04 4.93
3 1 1.00 7.20 8.62 5.96 4.95
3 2 1.00 7.20 8.49 5.90 5.05
3 2 1.20 7.01 8.32 5.72 5.05
3 2 1.40 6-85 8.16 5.55 5.05
3 2 1.60 6.73 8.00 5.39 5.05
3 2 1.80 6.62 7.84 5.23 5.05
3 2 2.00 6.54 7.68 5.07 5.05
3 2 2.20 6.48 7.53 4.92 5.05
3 2 2.40 6.43 7.39 4.77 5.05
3 2 2.60 6'40 7.24 4.63 5.05
3 2 2.80 6.38 7.10 4.49 5.05
3 2 3.00 6.37 6.96 4'36 5.05
3 2 3.20 6.36 6.82 4.23 5.05
3 2 3.40 6.36 6.69 4.10 5.05
3 2 3.60 6.37 6.55 3.98 5.05
3 2 3.80 6.39 6.43 3.86 5.05
3 2 4.00 6.40 6.30 3.74 5.05
3 2 4'20 6'42 6'17 3'63 5.05
3 3 4.20 6'42 6.17 3.63 5.05
3 3 4.30 6.44 6.10 3.57 5.07
3 3 4.40 6.45 6.02 3.52 5.08
3 3 4.50 6.46 5.95 3.46 5.10
3 3 4.60 6.48 5.88 3.41 5.12
3 3 4.70 6.50 5.81 3.36 5.14
3 3 4.80 6.51 5'74 3.31 5.16
3 3 4.90 6.53 5.67 3'26 5.17
3 3 5.00 6.54 5.60 3'21 5.19
3 3 5.10 6.56 5.53 3.16 5.21
3 4 5.10 6.56 5.53 3.16 5.21
3 4 5.20 6.58 5.47 3.11 5.23
3 4 5.30 6.59 5.40 3.06 5.24
3 4 5.40 6.61 5'33 3.02 5.26
3 4 5.50 6.63 5'27 2.97 5.28
3 4 5.60 6.64 5.21 2.93 5.30
3 4 5.70 6.66 5.15 2.88 5.32
3 4 5.80 6.68 5.08 2.84 5.33
3 4 5.90 6.69 5.02 2.80 5.35
3 4 6.00 6.71 4.96 2.76 5.37
3 4 6.10 6.72 4.91 2.72 5.39
1 6.20 6.74 4.85 2.68 5.41

* Runoff
1
0.178 1 2.000 1 3.000 1 7.300
Segment 3 Reach 5
Waste 1 0.000 1 0.000 | 0.000 | 0.000
Tributary 1 0.200 1 2.000 1 3'000 | 7.300
* Runoff | 0.178 | 2.000 | 3.000 | 7.300
Segment 3 Reach 6
Waste 1 0.000 | 0'000 | 0.000 | 0.000
Tributary 1 3.600 1 2.000 | 3.000 | 7.300
* Runoff | 0.178 | 2'000 | 3.000 | 7.300
Segment 3 Reach 7
Waste 1 0.000 1 0.000 | 0.000 1 0.000
Tributary | 0.850 1 10.500 | 5'000 | 7.300
* Runoff | 0.178 1 2.000 | 3.000 | 7'300
Segment 3 Reach 8
Waste 1 0.000 1287.000 1354.000 1 0.000
Tributary 1 0.000 1 0.000 | 0.000 | 7.300
* Runoff | 0.178 | 2.000 | 3'000 1 7.300
Segment 3 Reach 9
Waste | 0.000 | 0.000 | 0.000 0.000
Tributary | 0.510 1 10.000 | 29.000 7.300
* Runoff 1 0.178 1 2.000 | 3.000 | 7.300
* Runoff flow is in cfs/mile

* ** MODEL.. SUMMARY DATA ***
•
Discharger C ROLi:Ny 1: SOUTHERN
Receiving Stream . CR;OWDEF:E3 CREEK
Summer 7010 . 6.4
Design Temperature: 26..
Subb i n : 030837
Stream Class: C::
Winter 7010
;LENGTH: SLOPE; VELOCITY ; DEPTH: Kd ; Kd Ka ; Ka 1 KN 1 KN ; KNR ; KNR :
1 mile 1 ft/mi: fps : ft ;design; ;a20° :design: 20° :design1 i20° :design: P.04
Segment 1 1 2.10: 55.00: 0.118 : 0.47 : 0.96 1 0.73 :13.29 : 11.67: 0.79 : 0.50 : 0.48 : 0.30 1
Reach 1.
, 1 1
, , 1 1 , ,
1 , : 1 1 1 . ,
Segment 1 1 1.50: 34.00: 0.139 : 0.73 1 0.50 : 0.38 1 9.69 ; 8.50: 0.79 1 0.50 1 0.48 1 0.30 1
Reach 2 1 1 1 : ; ; ; 1
Segment 1 1 1,50: 34.00; 0.151 : 0.78 ; 0.51 1 0.39 :10.52 1 9.23: 0.79 : 0.50 1 0.48 1 0.30
Reach 3 1
Segment 2 1 1.30: 70.00: 0.625 1 0.51 : 1.12 1 0.85 156.97 : 50.001 0.79 1 0.50 ; 0.48 1 0.30 :
Reach 1 1 1 1 1 1
1 1 1 1 1
Segment 2 ; 0.60: 28.00: 0.338 1 0.80 1 0.55 ; 0.42 119.43 1 17.05: 0.79 1 0.50 1 0.48 1 0.30 1
Reach 2 1
, 1 1 1 1 1
Segment 3 1 1.001 13.00: 0.243 1 1.15 1 0.38 1 0.29 1 6.48 1 5.681 0.46 1 0.30 1 0.48 1 0.30 :
Reach 1 : 1 : : :
Segment 3 1 3.20: 6.00: 0.192 : 1.32 1 0.31 ; 0.24 1 2.36 ; 2.07: 0.48 1 0.30 1 0.48 1 0.30 :
Reach 2 11 1 1 1 1 1 1
Segment 3 1 0.90; 6.00; 0.192 1 1.33 1 0.31 : 0.24 1 2.36 1 2.07: 0.48 : 0.30 1 0.48 ; 0.30 :
Reach 3 1 1 1 1 1 1 1
Segment 3 : 1.301 6.00: 0.193 ' 1.36 1 0.31 1 0.24 1 2.37 1 2.08: 0.48 1 0.30 1 0.48 1 0.30 :
Reach 4 1
Segment 3 1 2.60: 6.00: 0.196 1 1.41 1 0.31 1 0.24 1 2.42 1 2.121 0.48 : 0.30 1 0.48 1 0.30 1
Reach .1 1 1 i • 1 1 I 1
. , 1 , 1 . 1 1 ,
Segment 3 1 0.30: 6.00: 0.241 1 1.64 1 0.31 : 0.23 1 2.96 : 2.60: 0.48 1 0.30 ; 0.48 1 0.30 1
Reach 6 1 : : 1 ; :
Segment 3 1 0.60: 6.00: 0.249 1 1.69 1 0.31 1 0.23 1 2.21 1 1.941 0.43 1 0.30 1 0.48 1 0.30 :
Reach 7 1 1 1 1 ,
1
Segment 3 1 1.30: 6.00: 0.250 : 1.70 ; 0.31 ; 0.23 1 2.22 1 1.951 0.48 1 0.30 1 0.48 1 0.30 1

Se0men 3 : 5.M 6.00| 0.256 | 105 : 0.27 | 0.23 | 2.13 1 2.00| 0.38 | 0.30 | 0.30 | 0.30 �
Reach Y | < |
Flow CBOD | NBOD D.O.
1 cfs mg/l ( mg/l mg/l
Segment 1 Reach 1
Waste 1 0.000 | 21.000 | 22.500 1 5.000
Headwaters! 0.200 | 2.000 | 3.000 1 7.040
Tributary | 0.000 | 0.000 | 0.000 1 0.000
* Runoff | 0.178 | 2.000 | 3.000 | 7.040
Segment 1 Reach 2
Waste 0.000 j 0.000 | 0'000 } 0.000
Tributary | 0.400 1 2.000 3.000 | 7.040
* Runoff | 0.178 1 2.000 | 3.000 | 7.040
Segment 1 Reach 3
Waste | 0.000 } 45.000 | 90.000 | 5.000
Tributary 1 0.000 1 0.000 | 0.000 1 0.000
* Runoff | 0.178 | 2.000 1 3.000 1 7.040
Segment 2 Reach 1
Waste | 2.325 | 22.500 1 13.500 < 5.000
Headwaters; 0.000 ( 0.000 | 0.000 | 7.040
Tributary 1 0.000 | 0.000 1 0.000 | 0.000
* Runoff | 0.178 1 2.000 < 3.000 | 7.720
Segment 2 Reach 2
Waste 1 0.000 1 0.000 1 0.000 | 0.000
Tributary | 0.600 | 3.000 | 2.000 | 7.040
* Runoff | 0.178 | 2.000 1 3.000 | 7.040
Segment 3 Reach 1
Waste 1 0.000 | 0.000 | 0.000 0.000
Headwaters; 0.000 1 0.000 | 0.000 | 7.040
Tributary 1 0.000 | 0.000 | 0.000 | 0.000
* Runoff 0.178 | 2.000 | 3.000 1 7.040
Segment 3 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0'000
Tributary 1 0.100 1 2.000 | 3.000 1 7.040
* Runoff I 0.000 | 0.000 | 0.000 1 7.040
Segment 3 Reach 3
Waste 1 0.000 | 0.000 | 0.000 1 0,000
Tributary | 0.000 | 0.000 | 0.000 | 0.000
* Runoff ! 0.178 | 2.000 | 3.000 } 7.040
Segment 3 Reach 4
Waste 1 0.000 1 90.000 1 63.000 1 0.000
Tributary | 0.000 | 0.000 | 0.000 1 0.000
* Runoff 0.178 1 2.000 1 3.000 1 7.040

2 p 1.50 7.86 14.94 9.86
2 2 1.60 7.85 14.74 9.75
^ 2 2 1.70 7.85 14.54 9.65
2 2 1.80 7.85 14.34 9.55
2 2 1.90 7.85 14.15 9.45
3 1 0.00 8.00 10.40 7.30
3 1 0.10 7.93 10.28 7.22
3 1 0.20 7.88 10.16 7.13
3 1 0'30 7.84 10.05 7.05
3 1 0.40 7.80 9.93 6.97
3 1 0.50 7.77 9.82 6.89
3 1 0.60 7.75 9.71 6.81
3 1 0.70 7.73 9.60 6.73
3 1 0.80 7'72 9.49 6.65
3 1 0.90 7.70 9.39 6'57
3 1 1.00 7.70 9.28 6.50
3 2 1.00 7.68 9.13 6.43
3 2 1.20 7.51 8.98 6.27
3 2 1.40 7.37 8.82 6.12
3 2 1.60 7.25 8.67 5.98
3 2 1.80 7.15 8.52 5.84
3 2 2.00 7.07 8.37 5.70
3 2 2.20 7.01 8.23 5.56
3 2 2.40 6.96 8.09 5.43
3 2 2.60 6.92 7.95 5.30
3 2 2.80 6.90 7.81 5.17
3 2 3.00 6.88 7.68 5.05
3 2 3.20 6.87 7.55 4.93
3 2 3.40 6.86 7'42 4.81
3 2 3.60 6.86 7.29 4.70
3 2 3.80 6.87 7.16 4.59
3 2 4.00 6.87 7.04 4.48
3 2 4.20 6.89 6.92 4.37
3 3 4.20 6.89 6.92 4.37
3 3 4'30 6.89 6.84 4.31
3 3 4.40 6.90 6.76 4.26
3 3 4.50 6.91 6.69 4.20
3 3 4.60 6.92 6.61 4.15
3 3 4.70 6.93 6.54 4.09
3 3 4.80 6.94 6.47 4.04
3 3 4.90 6.95 6.40 3.99
3 3 5.00 6.97 6'33 3.94
3 3 5.10 6.98 6.26 3.89
3 4 5'10 6.98 6.26 3.89
3 4 5.20 6.99 6.19 3.84
3 4 5.30 7.00 6.12 3.79
3 4 5'40 7.01 6.05 3.74
3 4 5.50 7.03 5.99 3.69
3 4 5.60 7.04 5'92 3.65
3 4 5.70 7.05 5.86 3.60
3 4 5.80 7.07 5.79 3.56
3 4 5.90 7.08 5.73 3.51
3 4 6.00 7.09 5.67 3.47
3 4 6.10 7.11 5.60 3.42
3 4 6.20 7.12 5.54 3.38
3 4 6.30 7.14 5.48 3.34
3 4 6.40 7.15 5.43 3.30
3 5 6.40 7.15 5.30 3.29
3 5 6.60 7.1S 5'19 3.21
3 5 6.80 7.21 5.08 3.13
3 5 7'00 7.24 4.98 3.06
3 5 7.20 7.27 4.87 2.99
3 5 7.40 7.30 4.77 2.92
3 5 7.60 7.33 4.68 2.85
3 5 7.80 7.36 4.58 2.79
3 5 8.00 7.38 4.49 2.72
3.15,
3.21
3.23
3.25
3'26
4.59
4.61
4.63
4.65
4.66
4.68
4.70
4.72
4.74
4.75
4.77
4'87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.87
4.89
4.91
4.92
4.94
4.96
4.98
5.00
5.O1
5.03
5.03
5.05
5.07
5.08
5.10
5.12
5.14
5.16
5.17
5.19
5'21
5.23
5.24
5.26
5'46
5.50
5.53
5'57
5.61
5.64
5.68
5.71
5.75

Segment 3 Reach 5
Waste | 0.000 1 0.000 1 0.000 | 0.000
Tributary 0.200 | 2.000 | 3.000 | 7.040
* Runoff | 0.178 1 2.000 | 3.000 | 7.040
Segment 3 Reach 6
Waste 1 0.000 0.000 1 0.000 1 0.000
Tributary | 3.600 | 2.000 1 3.000 | 7.040
* Runoff 1 0.178 | 2.000 1 3.000 | 7.040
Segment 3 Reach 7
Waste | 0.000 | 0.000 1 0.000 | 0.000
Tributary | 0.850 | 10.500 1 5.000 | 7.040
* Runoff | 0.178 1 2.000 1 3.000 1 7.040
Segment 3 Reach 8
Waste 1 0.000 1287.000 1354.000 1 0.000
Tributary | 0.000 | 0.000 1 0.000 | 7.040
* Runoff | 0.178 | 2.000 | 3.000 | 7.040
Segment 3 Reach 9
° Waste | 0.000 | 0.000 | 0.000 1 0.000
Tributary | 0.510 | 10.000 1 29.000 1 7.040
* Runoff | 0'178 | 2.000 | 3.000 | 7.040
* Runoff flow is in cfs/mile

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
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
tSag #|
=
�
9
9
9
9
9
9
9
9
9
9
9
9
9
9
Reach
8.20
8.40
8.60
8.8O
9.00
9.00
9.10
9'20
9.30
9.30
9.40
9.50
9.60
9.70
9.80
9.90
9.90
10.00
10.10
10'20
10.30
10.40
10.50
10.60
10.70
10.80
10.90
11.00
11.10
11.20
11.20
11.40
11.60
11.80
12.00
12.20
12.40
12.60
12.80
13.00
13.20
13.40
13.60
13.80
14.00
14.20
14.40
14.60
14.80
15.00
15.20
15.40
15'60
15.80
16.00
16.20
# | Sag Mi |
7.41
7.44
7.46
7.48
7.51
7.33
7.37
7.41
7.44
7.41
7.42
7.42
7.43
7.44
7'45
7.46
7.46
7.47
7.47
7.48
7.49
7.50
7.51
7.51
7.52
7.53
7.54
7.55
7.55
7.56
7.54
7.53
7.53
7.53
7.53
7.54
7.54
7.55
7.55
7.56
7.57
7.58
7.59
7.59
7.60
7.62
7.63
7.64
7.65
7.66
7.67
7.68
7.69
7.70
7.72
7.73
4.40
4.31
4'22
4.14
4.06
3.28
3.25
3.23
3.21
3.80
3.77
3.75
3.72
3.69
3.66
3.64
3.64
3.61
3.58
3.56
3.53
3.51
3.48
3.46
3.43
3'41
3.38
3.36
3.33
3.31
3.61
3.56
3.51
3.46
3.41
3'37
3.32
3.27
3.23
3.18
3.14
3.10
3.05
3.01
2.97
2.93
2.89
2.85
2.81
2.77
2'74
2.70
2.66
2.63
2.59
2.56
CBOD
2.66
2.60
2.54
2.48
2'43
2.65
2.62
2.60
2.57
2.77
2.74
2.72
2.70
2.67
2.65
2.62
2.62
2.60
2'58
2.55
2.53
2.51
2.49
2.46
2.44
2.42
2.40
2.38
2.36
2.34
3.54
3.48
3.41
3.35
3.29
3.23
3.17
3.11
3.06
3.00
2.95
2.90
2.85
2.80
2.75
2.70
2.65
2.60
2.56
2.51
2.47
2.43
2.39
2.35
2.31
2.27
| NBOD
5.78
5.82
5'85
5.89
5.93
9'53
9.54
9.56
9.58
10.43
10.45
10.46
10.48
10.50
10.52
10.54
10.54
10.55
10.57
10.59
10.61
10.62
10.64
10.66
10.68
10'70
10.71
10.73
10.75
10.77
11.28
11.31
11.35
11.38
11.42
11'45
11.49
11.53
11.56
11.60
11.63
11.67
11.70
11.74
11.78
11.81
11.85
11.88
11.92
11.95
11.99
12.02
12.06
12.10
12.13
12.17
Flow |

Discharger
Receiving Stream
---------- MODEL RESULTS
: CAROLINA & SOUTHERN
: CROWDERS CREEK
The End D.O. is 7.73 mg/l.
The End CBOD is 2.56 mg/l.
The End NBOD is 2.27 mg/l.
SUMMER
MODEL FOR 201 PROJECT FOR
CROWDERS CREEK BASIN
(nyp`Z9^mC 0 zof°.It)
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/l> (mg/1) (mgd)
______ _________ _______ ____ ____ __ -------------
Segment 1 7.04 0.00 1
Reach 1 21.00 22.50 5.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 45.00 90.00 5.00 0.00000
Segment 2 5.00 0.00 It.
Reach 1 22.50 13.50 5.00 1.50000
Reach 2 0.00 0.00 0.00 0.00000
Segment 3 6.86 3.40 2
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 90.00 63.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 287'00 354.00 0.00 0.00000
Reach 9 0.00 0.00 0.00 0.00000

3 7 9.90 7.23 3.29 2.26 10.71
3 8 9.90 7.23 3.29 2.26 10.71
3 8 10.00 7.23 3.27 2.23 10.73
3 8 10.10 7.23 3.24 2.21 10.75
3 8 10.20 7.22 3.22 2.18 10.77
3 8 10.30 7.22 3.19 2.16 10.78
3 8 10.40 7.22 3.16 2.13 10.80
3 8 10.50 7.22 3.14 2.11 10.82
3 8 10.60 7.22 3.11 2.09 10.84
3 8 10.70 7.22 3.09 2.07 10.86
3 8 10.80 7.22 3.06 2.04 10'87
| 3 8 10.90 7.23 3.04 2.02 10.8 u°s�"�'
3 8 11.00 7.23 3'01 2.00 10.1.
3 8 11'10 7.23 2.99 1.98 10.93
3 8 11.20 7.23 2.97 1.96 10.94
|
3 9 11'20 7.24 3'28 3.16 11.45
3 9 11.40 7.21 3.23 3.09 11.49
3 9 11.60 7.20 3.18 3.02 11.53
3 9 11.80 7.18 3.13 2.95 11.56
3 9 12.00 7.17 3.08 2.89 11.60
3 9 12.20 7.17 3.03 2.82 11.63
3 9 12.40 7'16 2.98 2.76 11.67
3 9 12.60 7.16 2.94 2.70 11.7O
3 9 12.80 7.16 2.89 2.64 11.74
3 9 13.00 7.16 2.85 2.58 11.78
3 9 13.20 7.17 2'80 2.52 11.81
3 9 13.40 7.17 2.76 2.47 11.85
3 9 13.60 7.18 2.72 2.41 11.88
3 9 13.80 7.19 2.68 2.36 11.92
3 9 14.00 7.20 2.64 2.31 11.95
3 9 14.20 7.20 2'60 2.26 11.99
3 9 14'40 7.21 2.56 2.21 12,02
3 9 14.60 7.22 2.52 2.17 12.06
3 9 14,80 7.24 2.48 2.12 12.10
3 9 15.00 7.25 2.44 2.07 12.13
3 9 15.20 7'26 2.41 2.03 12.17
3 9 15.40 7.27 2'37 1.99 12.20
3 9 15.60 7.28 2.33 1'95 12.24
3 9 15.80 7.29 2.30 1.91 12.27
9 16,00 7.31 2.26 1.87 12.31
3 9 16.20 7.32 2.23 1.83 12'35
1 Seg # 1 Reach # 1 Seg Mi | DM. CBOD NBOD Flow

---------- MODEL RESULTS ----------
Discharger : CAROLINA & SOUTHERN
Receiving Stream : CROWDERS CREEK
------------------------
The End D.O. is 5.64 mg/l.
The End CBOD is 7.76 mg/l.
The End NBOD is 6.83 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Segment 2
Reach 1
Reach 2
DO Min
(mg/1) Milepoint Reach #
______ _________ _______
5.26 0.00 1
5.00 0.00
Segment 3 5.20 13.00
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
^
9
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
__ __________
21.00
0.00
45.00
22.50
0.00
22.50
0.00
90.00
13.50
0.00
0.00 0.00
0.00 0.00
0.00 0.00
90.00 63.00
0.00 0.00
0.00 0.00
0.00 0.00
287.00 354.00
0.00 0.00
It, xR* Ww
5.00 .00000
0.00 0.00000
5.00 r~-& 08^7�^
���
5.00 111.50000
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00000
0.00000
0.00000
,40.14800
/ 0.00000
0.00000
0.00000
0.21300
0.00O00

*** MODEL SUMMARY DATA 4 **
1w
Disc1'rar ner : C .ROLINA SOUTHERN
Receiving Stream CRO'JDERS CREEK
Summer 7010 6.4
Design Temperature: 26.
Subbas i n . 030837
Stream Class: C
Winter 7010
;LENGTH; SLOPE; VELOOCITY ; DEPTH: Kd Kd 1 Ka 1 Ka ; KN ; KM ; KNR ; KNR
; mile 1 ftlmi; fps ; ft ;design; 320° ;design; 320° 'design; 320° ;design; 320° :
Segment 1 1 2.101 55.001 0.394 ; 0.57 ; 0.96 ; 0.73 144.50 1 39.05: 0.79 ; 0.50 1 0.48 ; 0.30
Reach 1
Segment 1 ; 0.50: 34.001 0.269 1 0.80 1 0.50 ; 0.38 :18.79 ; 16.49: 0.79 ; 0.50 1 0.48 1 0.30
Reach 2 ;
Segment 1 1 1.50: 34.001 0.276 ; 0.83 1 0.51 1 0.39 ;19.27 ; 16.911 0.79 1 0.50 0.48 1 0.30
Reach 3 1 1
Segment 2 1 1.301 70.001 0.625 ; 0.51 ; 1.12 1 0.85 :56.97 ; 50.001 0.79 ; 0.50 ; 0.48 : 0.30
Reach 1 1 : 1
I 1 1
Segment 2 ; 0.60; 28.001 0.338 ; 0.80 1 0.55 ; 0.42 119.43 1 17.051 0.79 ; 0.50 : 0.48 ; 0.30 ;
Reach 2 1
Segment 3 1 1.0C; 13.081 0.306 ; 1.18 ; 0.38 1 0.29 1 8.16 ; 7.161 0.48 1 0.30 1 0.48 1 0.30 ;
Reach .
Segment 3 1 3.201 6.00: 0.239 1 1.35 1 0.31 1 0.24 1 2.94 1 2.581 0.48 1 0.30 ; 0.48 1 0.30 1
Reach 2; 1 1 1 1 1 ;
I 1 1 3 3
Segment 3 1 0.901 6.00; 0.239 1 1.36 1 0.31 : 0.24 ; 2.94 ; 2.58; 0.48 1 0.30 1 0.48 ; 0.30 1
Reach 3 ; ;
Segment 3 : 1.301 6.00; 0.243 1 1.39 1 0.31 1 0.24 1 3.00 ; 2.631 0.48 1 0.30 1 0.48 1 0.30 1
Reach 4
Segment 3 ; 2.601 6.00; 0.243 1 1.44 ; 0.31 ; 0.24 ; 2.99 ; 2.63: 0.48 1 0.30 ; 0.48 1 0.30 1
Reach 5 1
Segment 3 1 0.301 6.001 0.276 1 1.67 1 0.31 ; 0.23 ; 2.45 1 2.151 0.48 0.30 1 0.48 1 0.30 1
Reach 6 1 1 /
1
, . , , 3 i 1 , 1
Segment 3 1 0.601 6.00: 0.282 1 1.71 0.31 1 0.23 1 2.50 1 2.201 0.48 1 0.30 1 0.48 ; 0.30 1
React. 7 1 1 ; 1 1 ; 1
,
Segment 3 ; 1.301 6.001 0.287 1 1.73 ; 0.31 1 0.23 1 2.55 1 2.241 0.48 1 0.30 1 0.48 1 0.30 1
Reach 8 1 1 ; ; 1

Segment 3 1 5.00| 6.0V| 0.292 : 1.78 0.3\ | 0.23 | 2.0 | 2.281 V.48 ! 0.3O | V,48 | 030 |
Reach 9
� Flow
| cfs
Segment 1 Reach 1
Waste | 1'550
Headwaters! 0.200
Tributary 1 0.000
* Runoff | 0.178
CBOD
mg/l
! 21.000
| 2.000
| 0.000
| 2.000
Segment 1 Reach 2
Waste | 0.000 |
Tributary 1 0.400 |
* Runoff | 0.178 |
Segment 1 Reach 3
Waste 1 0.130 1
Tributary | 0.000 |
* Runoff | 0.178 |
Segment 2 Reach 1
Waste | 2.325 1
Headwaters! 0.000 |
Tributary | 0.000 1
* Runoff | 0.178 |
Segment 2 Reach 2
Waste 1 0.000 |
Tributary | 0.600 1
* Runoff | 0'178 1
Segment 3 Reach 1
Waste | 0.000 |
Headwaters! 0.000 |
Tributary 1 0.000 |
* Runoff | 0.178 |
Segment 3 Reach 2
Waste 1 0.000 |
Tributary | 0.100 1
* Runoff 1 0.000 |
Segment 3 Reach 3
Waste 1 0.000 |
Tributary | 0.000 1
* Runoff | 0.178 |
NBOD
mg/l
1 22.500
| 3.000
1 0.000
| 3.000
0.000 |
2.000 |
2.000 1
45.000
0.000
2.000
0.000 |
3.000 |
3.000 |
1 90.000 |
| 0.000 <
| 3.000 1
22.500 |
0.000 1
0.000 |
2.000 |
13.500 1
0.000 |
0.000 |
3.000 |
0.000 | 0.000 |
3.000 1 2.000 1
2.000 1 3.000 (
D.O.
mg/l
5.000
7'300
O.000
7.300
0.000
7.300
7.300
5.000
0.000
7.300
5.000
0.000
0.000
7.300
0.000
7.300
7.300
0.000 | 0.000 | 0.000
0.000 1 0.000 1 0.000
0.000 1 0.000 1 0.000
2.000 | 3.000 1 7.300
0.000 1
2.000 1
0.000 |
0,000 1
0.000 1
2.000 1
0.000 1
3.000 <
0.000 1
0.000 |
0.000 /
3.000 1
0.000
7.300
0.000
0.000
0.000
7.300
Segment 3 Reach 4
Waste | 0.229 �
Tributary | 0.000 1
* Runoff 1 0.178 1
90.000 | 63.000 |
0.000 1 0.000 1
2.000 | 3.000 1
0.000
0.000
7.300

Segment 3 Reach 5
�
Waste 1 0.000 | 0.000 | 0.000 | 0 00O
_ Tributary | 0.200 1 2'000 | 3.000 1 7.300
�
* Runoff | 0'178 1 2.000 | 3.000 | 7.300
=" �_��
"
° Segment 3 Reach 6
Waste | 0.000 ( 0.000 | 0.000 | 0.000
Tributary | 3.600 1 2.000 | 3.000 | 7.300
* Runoff 1 0.178 | 2.000 | 3.000 1 7.300
Segment 3 Reach 7
Waste . 0.000 1 0.000 | 0.000 1 0.000
Tributary | 0.850 | 10.500 1 5.000 | 7.080
* Runoff ! 0.178 1 2.000 | 3.000 1 7.300
Segment 3 Reach 8
Waste t 0.330 1287.000 1354.000 1 0.000
Tributary 1 0.000 | 0.000 | 0.000 | 0.000
* Runoff 1 0.178 | 2.000 | 3.000 | 7'300
Segment 3 Reach 9
Waste | 0.000 1 0.000 | 0.000 | 0.000
Tributary 1 0.510 1 10.000 1 29.000 | 5.070
* Runoff | 0.178 | 2.000 | 3.000 | 7.300
* Runoff flow is in cfs/mile

�
SUMMER
�
m~ | Seg # | Reach # | Seg Mi 1 D.O.
1 1 0.00 5.26
1 1 0.10 6.31
° 1 1 0.20 6.84
1 1 0.30 7.11
1 1 0,40 7.26
1 1 0.50 7.33
1 1 0.60 7.38
1 1 0.70 7.41
1 1 0.8O 7.43
1 1 0.90 7.44
1 1 1'00 7.46
1 1 1.10 7.47
1 1 1.20 7.48
1 1 1.30 7.50
1 1 1.40 7.51
1 1 1.50 7.52
1 1 1.60 7'53
1 1 1.70 7.54
1 1 1.80 7.55
1 1 1.90 7.56
1 1 2.00 7.57
1 1 2.10 7.58
1 2 2.10 7.54
1 2 2.20 7.45
1 2 2.30 7.41
1 2 2.40 7.38
1 2 2.50 7.37
1 2 2.60 7'36
1 3 2.60 7.25
1 3 2.70 7.23
1 3 2.80 7.22
1 3 2.90 7.22
1 3 3.00 7.22
1 3 3.10 7.23
1 3 3.20 7.24
1 3 3.30 7.25
1 3 3.40 7.26
1 3 3.50 7.27
1 3 3.60 7.29
1 3 3.70 7.30
1 3 3.80 7.31
1 3 3.90 7.32
1 3 4.00 7.33
1 3 4.10 7~35
2 1 0.00 5.00
2 1 0.10 6.07
2 1 0.20 6.69
2 1 0.30 7.04
2 1 0.40 7.24
2 1 0.50 7.36
2 1 0.60 7.44
2 1 0.70 7.48
2 1 0.80 7.51
2 1 0.90 7.53
2 1 1.00 7.55
2 1 1.10 7.56
2 1 1.20 7,57
2 1 1.30 7.58
2 2 1.30 7.52
2 2 1.40 7'45
|
CBOD NBOD Flow |
18.83 20.27 1.75
18.38 19.95 1.77
17.95 19.64 1.79
17.53 19.33 1.80
17.12 19.03 1.82
16'72 18.73 1.84
16.33 12.45 1.86
15.96 18.17 1.87
15.59 17.89 1.89
15.24 17.62 1.91
14.89 17.36 1.93
14.55 17.10 1'95
14.22 16.85 1.96
13.90 16.60 1.98
13.59 16.36 2'00
13.29 16.12 2.02
13.00 15'89 2.03
12.71 15.66 2.05
12.43 15.44 2.07
12.16 15.22 2.09
11.89 15.00 2'11
11.64 14.79 2.12
10.11 12.92 2.52
9.94 12.72 2.54
9.77 12.51 2'56
9.61 12.31 2.58
9.45 12.12 2.59
9.29 11.93 2.61
10.99 15.63 2.74
10.81 15.39 2.76
10.63 15.15 2.78
10.46 14.91 2.80
10.29 14.68 2.81
10.12 14.46 2.83
9.96 14.23 2.85
9.80 14.02 2.87
9.64 13'80 2.89
9'49 13.59 2'90
9.34 13.39 2.92
9.19 13.18 2.94
9.04 12.98 2.96
8.90 12.79 2.97
8.76 12.60 2.99
8.63 12.41 3.01
22.50 13.50 2'33
22.10 13'36 2'34
21.71 13.22 2.36
21.33 13.08 2.38
20.95 12'95 2.40
20.59 12.81 2.41
20.23 12.68 2.43
19.88 12.55 2.45
19.53 12.43 2.47
19.20 12.30 2.49
18.87 12.18 2.50
18.54 12.06 2.52
18.23 11.94 2.54
17.92 11.82 2.56
15.08 9.95 3.16
14.86 9.83 3.17

2 2 f -.50�;7 -.40 14.64 9.71 3.19
2 2 1.60 7.37 14.42 9.59 3.21
2 2 1.70 7.36 14'21 9.47 3.23
&
� 2 2 1.80 7.35 14.01 9.35 3.25 |
� 2 2 1.90 7.34 13.80 9.24 3.26 |
3 1 0'00 7.34 11.32 10.76 6.27 /
�
3 1 0.10 7.29 11.21 10.64 6.29
3 1 0.20 7'24 11.10 10.51 6.31
� 3 1 0'30 7.20 10.99 10'39 6.33
3 1 0.40 7.17 10.88 10.28 6.34
3 1 0.50 7.15 10.77 10.16 6.36
3 1 0.60 7'13 10.67 10.04 6.38
3 1 0.70 7.12 10.56 9.93 6.40
3 1 0.80 7.11 10.46 9.81 6.42
3 1 0.90 7.10 10.36 9.70 6.43
3 1 1.00 7.09 10.25 9.59 6.45
3 2 1.00 7.10 10.13 9.49 6.55
3 2 1.20 6.88 9.97 9.26 6.55
3 2 1.40 6.70 9.81 9.04 6.55
3 2 1.60 6.55 9.66 8.82 6.55
3 2 1.80 6.43 9.50 8.61 6.55
3 2 2.00 6.33 9.35 8.41 6.55
3 2 2.20 6.26 9.20 8'20 6.55
3 2 2'40 6.20 9.06 8.01 6.55
3 2 2,60 6.15 8.92 7.81 6.55
3 2 2.80 6.12 8.77 7.63 6.55
3 2 3.00 6.10 8.64 7.44 6.55
3 2 3.20 6.09 8.50 7.26 6.55
3 2 3.40 6.08 8.36 7.09 6.55
3 2 3.60 6.09 8.23 6.92 6.55
3 2 3.80 6.09 8.10 6.75 6.55
3 2 4.00 6.10 7.97 6.59 6.55
3 2 4.20 6.12 7.85 6.43 6.55
3 3 4.20 6.12 7.85 6.43 6.55
3 3 4.30 6.13 7.77 6.35 6.57
3 3 4.40 6.15 7.69 6.26 6.59
3 3 4.50 6.16 7.62 6.18 6.60
3 3 4.60 6.17 7.54 6.09 6.62
3 3 4.70 6.19 7.47 6.01 6,64
3 3 4.80 6.20 7.39 5.93 6'66
3 3 4.90 6.22 7.32 5.85 6.68
3 3 5.00 6.23 7.25 5.77 6.69
3 3 5.10 6'25 7.17 5.69 6.71
3 4 5.10 6.04 9.91 7.59 6.94
3 4 5.20 6.03 9'81 7.49 6.96
3 4 5.30 6.03 9.72 7.39 6.98
3 4 5.40 6.02 9.62 7.29 6.99
3 4 5.50 6.02 9.53 7.19 7.01
3 4 5.60 6.02 9'43 7.09 7.03
3 4 5'70 6.02 9.34 7.00 7.05
3 4 5.80 6.03 9.25 6.91 7.07
3 4 5.90 6.03 9.16 6.81 7.08
3 4 6.00 6.04 9.07 6.72 7.10
3 4 6.10 6.05 8.98 6.64 7.12
3 4 6.20 6.06 8.89 6.55 7.14
3 4 6.30 6.07 8.81 6.46 7'15
3 4 6.40 6.08 8.72 6.38 7.17
3 5 6.40 6.11 8.54 6.28 7.37
3 5 6'60 6.13 8.37 6.12 7.41
3 5 6.80 6.16 8.21 5.96 7.44
3 5 7.00 6.19 8.06 5.81 7.48
3 5 7.20 6.22 7.90 5.66 7.51
3 5 7.40 6.25 7.75 5.51 7.55
3 5 7.60 6.28 7.61 5.37 7.59
3 5 7.80 6.31 7.46 5.23 7.62
� _ 3 5 __8.00 6.35 7.32 5.10 7.66 �

3 5 8.20 6.38 7.18 4.97 7.69
".
3 5 8.40 6.41 7.05 4.84 7.73
3 5 8 '60 6.44 6.91 4.72 7.76
o
& - _ -u_-
'uo
u
9 oo �'51 6.66 4.48 7.83
�''' - -- - -�
N� 3 6 9.00 6.76 5.19 4.02 11.43
~~ 3 6 9.10 6.76 5.15 3.97 11.45
-~ 3 6 9.20 6.75 5.11 3.93 11.47
� 3 6 9'30 6.75 5.07 3.89 11.49
3 7 9.30 6.78 5.45 3.96 12.34
3 7 9.40 6.77 5.40 3.92 12.36
3 7 9.50 6.77 5.36 3.88 12.37
3 7 9.60 6.77 5.32 3.84 12.39
3 7 9.70 6.77 5.28 3.80 12.41
3 7 9.80 6.77 5.24 3.76 12.43
3 7 9.90 6.77 5.21 3.72 12.45
3 8 9.90 6.59 12.49 12.77 12.78
3 8 10.00 6.47 12.39 12.63 12.79
3 8 10'10 6.36 12.30 12'49 12.81
3 8 10.20 6.25 12.20 12.35 12.83
3 B 10.30 6.15 12.11 12.21 12.85
3 8 10.40 6.06 12.02 12.08 12.86
3 8 10.50 5.98 11.92 11.9+ 12.88
3 8 10.60 5.90 11.83 11.81 12.90
3 8 10.70 5.83 11.74 11.68 12.92
3 8 10.80 5.76 11.65 11.55 12.94
3 8 10.90 5.70 11.56 11.42 12.95
3 8 11.00 5.64 11.48 11.29 12.97
3 8 11.10 5.59 11.39 11.17 12'99
3 8 11.20 5.55 11.30 11.05 13.01
3 9 11.20 5.53 11.25 11.72 13.52
3 9 11.40 5.44 11.09 11.47 13.55
3 9 11.60 5.38 10.92 11.22 13.59
3 9 11.80 5.32 10.76 10.98 13.62
3 9 12.00 5.28 10.60 10.74 13.66
3 9 12.20 5.25 10.44 10.51 13.69
3 9 12.40 5.22 10.29 10.28 13.73
3 9 12.60 5.21 10.13 10.06 13.77
3 9 12.80 5.20 9.98 9.85 13.80
3 9 13.00 5.20 9.84 9.64 13.84
3 9 13.20 5.21 9.69 9.43 13.87
3 9 13.40 5.22 9.55 9.23 13.91
3 9 13.60 5.23 9.41 9'03 13.94
3 9 13.80 5.25 9.27 8'84 13.98
3 9 14.00 5.28 9,13 8.65 14.02
3 9 14.20 5.30 9.00 8.46 14.05
3 9 14.40 5.33 8.86 8.28 14.09
3 9 14.60 5.36 8.73 8.11 14.12
3 9 14.80 5.39 8.61 7.93 14.16
3 9 15.00 5.42 8.48 7.76 14.19
3 9 15.20 5.45 8.36 7.60 14.23
3 9 15.40 5.49 8.23 7.44 14.26
3 9 15.60 5.53 8.11 7.28 14.30
3 9 15.80 5.56 7.99 7.13 14.34
3 9 16.00 5.60 7.88 6.98 14.37
3 9 16.20 5.64 7.76 6.83 14.41
| Seg # 1 Reach # 1 Seg Mi 1 D.O. CBOD NBOD Flow
^