NC0025453_Wasteload Allocation_19930726

WPM;DOCUWENT .;CANNING COVER SHEET'
NPDES Permit:
NC0025453
Clayton WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Application
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 26, 1993
This documeat is prizited on reuse paper - ignore aim -sr
coateut oa the reverse side

'
TOWN OF CLAYTON
P.O. BOX 879
CLAYTON, NORTH CAROLINA 27520
ROBERT HYATT
[phone]
Town Manager
GARY RAGLAND
DOUGLAS McCORMAC
'�• Councilmen:
JOHN W. LEE, Mayor Pro Tem
Town Attorney
Mayor
GEORGE D. DALY. JR.
ROY E. GREEN
JESSICA COUTU, CNIC
HUGH A. PAGE
Town Clerk
P. DEAN STRICKLAND, O.D.
FAX [phone]
July 26, 1993
+'wessr
f% q-�-�
Ms. Coleen Sullins
Water Quality Section
Division of Environmental Management
P. 0. Box 27687
Raleigh, NC 27611-7687 _' s RT Ar` -"
J
RE: Comments on Draft• Permit
NPDES No. ;'NC 0025453
Town of Clayton .
Dear Ms. Sullins:
The Town of Clayton has reviewed the draft NPDES permit
dated July 12, 1993 for the town's wastewater treatment plant.
The town finds the interim (Little Creek discharge) and final
(Neuse River discharge) limits to be consistent with previous
discussions and requests made to the Water Quality Section. The
town is extremely concerned that for the limited period of
interim operation with discharge into Little Creek, the draft
permit requires very intensive in -stream monitoring, particularly
upstream and within the .small pond below SR 1560 (Ranch Road).
This intensive monitoring will be very costly to the town.
The town questions the utility of this exercise, inasmuch as
the town is doing all it can to eliminate any impact on Little
Creek, and this monitoring is essentially a tracking process to
determine nutrient loading in the stream and the status of
eutrophication in the impoundment. The town's commitment to
eliminating any impact is evidenced by the fact that design is
complete and construction should begin by the end of 1993 on an
approximate $4,000,000 upgrade of the wastewater treatment plant
that will change the discharge point .from Little Creek to 'the
Neuse River. These improvements should be complete in 1995.

3
S:.
a J 7 u � � r
juiy 2o, L9 �.
Until these improvements are constructed and operatior_ai,
the only thing the town can do is comply Faith the interim
effluent limits, ,which it is endeavoring to do. Since she
additional monit-oring proposed for Little Creek .,7ill not assist
in upgrading stream quality, the town respectfully requests that
the requirements for monitoring of total phosphorus, phosphate,
the nitrogen series, and chlorophyll A +be deleted =rom the
permit.
Thank you nor your consideration in his and i-;,' you
have any questions, Please 'do not hesitate to call.
S irc er6z�,..
-rr'---
Hobert watt
Town Manager
HH:t►T
cc: Tim Broome, McKim & Creed
Edward Whaley

O f O A t Zk� oL'". Ck e
" Jav,U 3 11 Ici q 6
"l.1N51'REAM MONITORINGREQUIREMENTS
INSfREAM MONITORING
PARAMETERS
UPSTREAM
SITE
DOWNSTREAM
SITE 1
DOWNSTREAM
SITE 2
DO
WEEKLY
WEEKLY
WEEKLY
TEMPERATURE
WEEKLY
WEEKLY
EEK '
CONDUCTNITY
Al WEEKLY
WEEKLY
LY
PH
WEEKLY
WEEKLY
W LY
FECAL COLIFORM
WEEKLY
WEEKLY
EEK
inLl
1
C
2 MONTH
U s < LocnnON: AT NC 42
DOwNs TEAM LocAnoNs:
WE 1: AT NCSR 1560
1

�v'OLAA 7��Cn 1 l lq 96 yt,.lAV Qx(r �a .� �C30
rljq
3
INSTREAM MONFfQRINQ REQUIREMENTS
INSTREAM MONITORING
PARAMETERS
UPSTREAM
SITE
DOWNSTREAMDOWNSTREAM
SITE 1
SITE 2
DO
WEEKLY
WEEKLY
WEEKLY'
TEMPERATURE
WEEKLY
WEEKLY
WEEKLY'
CONDUCTIVITY
WEEKLY
WEEKLY
WEEKLY
PH
WEEKLY
WEEKLY
WEEKLY
FFCALCOUFORM
WEEKLY
WEEKLY
WEEKLY
TOTAL PHOSPHORUS
2/MONTH
2/MONTH
2 MONTH
PO4
2/MONTH
2/MONTH
2 MONTH
TKN, TI'l. NH3-N
2/MONTH
2 MONTH 1
2 MONTH
CHLORCPHYLLA
2/MONTH
2/MONTH I
2/MONTH
UPSTREAM LOCATION: AT NC 42
DowNSTREAM LoCATONs:
SITE l: AT NCSR 1560
SITE 2: IN THE POND BELOW NCSR 1560 (AT THE DAMS CREST)
INSTREAM MONITOPING (EKCEPTTOTAL PHOSPHORUS, PO4, TKN, TN. NH3-N & CHLOROPHYLLA) IS TO BE
SAMPLED 3/WEEK WRING JUNE, JULY, AUGUST &SEPTEMBER j AAL VICAl7 hit .16e .4'dkS
THESE PARAMETERS, AT THISSIATIONSHOLILD BE SAMPLED BEFORESQ84Wi I^ A- Mir A;l)
TOTAL PHOSPHORUS, PO4, TKN, TN, NH3-N & CHLOROFHYUA PARAMETERS ARE TO BE SAMPLED 2/MoNTH
DURING JUNE, JULY, AUGUST & SEPTEMBER ONLY
<"J

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO025453
PERMITTEE NAME: Town of Clayto
FACILITY NAME: Clayton WWTP
Facility Status: Existing
Permit Status: Modification
Major
Pipe No.: 001
Design Capacity:
Minor -4
1.5 & 1.9 MGD
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
* F....., —1.
83 %*
17 %*
PECErV NG ST(ZEAM; the Neuse River
WS-V NSW
Sub -Basin: 03-04-02
Reference USGS Quad: E25NW (please attach)
County: Johnston
Regional Office: Raleigh Regional Office
Previous Exp. Date: 7/31/92 Treatment Plant Class: class III
Classification changes within three miles:
Change to WS-IV NSW approximately one mile downstream.
Requested by: Ragdy Kepler Date: 3/8/93
Prepared by: a Date: 30
Reviewed by: i Dat
Modeler
Date Rec.
#
Drainage Area (mil rkvg. atreamflow (cfs):_
7Q10 (cfs) 18 6 Winter 7Q10 (cfs) 30Q2 (cfs)_
Toxicity Limits: IWC 1. 6 % Acute Chronic
Instream Monitoring:
Parameters e o a J,-4 J /Lt 21 v uMo.J�
Upstream Location
Downstream Location
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
t O
2 O
NH3-N (mg/1)
��
&
D.O. (mg/I)
6
6
TSS (mg/1)
3 0
3 C)
F. Col. (/100 ml)
20 O
2 o p
pH (SU)
Ca
L4 O
.0
Sf.ID
Cr t C.
P4 ,
v-
Comments: Ad Ua- ca
Low 1✓.t L� v." 1 V.t 00ZLA0+ u. O
�r�N iq 9 H poll oyPA.i. D"
COVAes
&.., ".,. s a,,
v� I
1• q M 6 ►' � w� c�, Rt,on

1
Town of Clayton-Neuse WWTP
NPDES Instream Self -monitoring Program
PARAMETER
FREQUENCY
SAMPLE TYPE
LOCATION
Dissolved Oxygen
3/week *
Grab
UP: NCSR 1700 DOWN: NC 42 and
NCSR 1908
Temperature
Week *
Grab
UP: NCSR 1700 DOWN: NC 42 and
NCSR 1908
pH
3/week *
Grab
UP: NCSR 1700 DOWN: NC 42 and
NCSR 1908
Fecal Coliform
Week *
Grab
UP: NCSR 1700 DOWN: NC 42 and
NCSR 1908
Conductivity
3/week *
Grab
UP: NCSR 1700 DOWN: NC 42 and
NCSR 1908
* Parameters shall be sampled 1/week November -June
Reduced instream monitoring has been included in this NPDES permit under the
assumption that the Neuse River Coalition will be formed and approved by the Division of
Environmental Management. If the coalition does not materialize or you choose not to
participate, the NPDES permit may be reopened by administrative letter to include
additional instream monitoring requirements determined to be necessary to adequately
characterize the effects of the discharge on the Neuse River Basin's water quality.

•r
FACT SHEET FOR WASTELOAD ALLOCATION
Request # 7356
Facility Name: Town of Clayton
NPDES No.: NCO025453
Type of Waste: 83% Dom; 17% Ind
Facility Status: Existing
Permit Status: Existing
Receiving Stream: Neuse River ✓
Stream Classification: WS-V-NSW
Subbasin: 030402
County: Johnston Stream Characteristic:
Regional Office: Raleigh USGS # Regulated
Requestor: Kepler Date:
Date of Request: 030893 Drainage Area (mi2):
Topo Quad: E 25 NW Summer 7Q10 (cfs): 186.0
Winter 7Q10 (cfs):
Average Flow (cfs):
,E 30Q2 (cfs):
• lWC (%):
k.^'J
s c
Wasteload Allocation Summary
oach taken, correspondence with region, EPA, etc.)
Facili is relocating to the Neuse River. These permit limitations are effective until May 1998
un ess the facility expands prior to this date. Advanced tertiary treatment permit limitations are
effective after May 1998 or upon plant expansion whic ever comes first.
C0Mnpr4kkV1Sj.Q wa.�.cww ,,,,,o,.,;aov�ur� oeh��rtwa+ we .,pow �.xpeu+n,ow v. OJT" qO✓�tg9S�r� R+"'L
Special Schedule Requirements and additional comme6nn+ttss from Reviewers: ` 's r,%vu4.
V'j, �jt0.1
u 7 c.A
\\MI S CY\SE•�9 ?-"'7 \ W i CX\-jC
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor: _
Permits & Enaneerine,
1,7 �111Li1f7 �11_Il�i l�I�Is Is; LC�l:\ rI.'I�.��LC� �.I.`13f�
i\c (`1G o?l V�i ly Y`i\e � �•LM � U\i Cytn AfgL
Date: S - IS - q 3
��q-0
/�ecs te
C (.�✓'nen%' i�.o/�%cy c.� �.7 C•..O`a.-�. // Y'�"/O e�/���g RECEI``VED
�n.i-;-.nd'.e .•'.l / /liio eel.r.Je .. "� /4 e.�sr1' .f L'- jejt�/�4.i ee.o�
JUN 0 4 1"3
DEHNR-RAL RO

Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. V100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (ma/l):
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Recommended Limits
COD (mg/1):
Cadmium (ug/1):
Chromium (ug/1):
Copper (ug/1):
Nickel (ug/1):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Phenols (ug/1):
Mercury (ug/1):
Silver (ug/1):
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter WQorEL {�shjb
10 20 WQ IMt L �✓L-
30 30 ECQ
200 200 EL 7
28 28 Q -' °- / l p� /- te,
2 2 V-0
TOXICS/METALS
Chronic Cerioda
11jua
92 % (at Little 'ver — CaeeK
1.6 %
Mar, Jun, Sep, Dec
Daily Max.
eze ,4.0 WQ
Monitor
Monitor
jo 51 WQ
Monitor
Monitor
Monitor
WQ or EL
CaG{�nn�}ti.�lNi ��V�u�V�vt C9�I�%'Li F0;10-�
Parameter(s) are water quality limited. For some parameters, the available load cal acity
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
X0
No parameters are water quality limited, but this discharge may affect future allocations.

INSTREAM MONrFORING REQU]REMENTS
Upstream Location: See attached requirements
Downstream Location:
Parameters:
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? Y (Y or N) If yes, explain with attachments.

' FacilityName _& X t,y.r W 'T P Permit # u COO 2 s 4s3 pip
e oo 1
CHRONIC TOXI.CITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay
Procedure - Revised *September 1989) or subsequent versions.procedure
Carolina Chronic Bioassay
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is 11,96 (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
1 urfor rly monitoring using this procedure to establish compliance with the permit condition. The first test will be
Performed after tiu'rty days fro the effective date of this t t permit during the months of
t i ""( c . 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 TGP313.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well'as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will r q^_ire i.-nmediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 19 b cfs
Permitted Flow 1. A MGD
IWC 1. 6 %
Basin & Sub -basin _O o 0 2
ReceivingStn� Nawoe 9(1
County �a� w
Recommended y:
41W4 —
D stg-rf3
QCL P/F Version 9191

Notes for Clayton WLA
05-18-93 JCM
The Town of Clayton is removing the discharge from Little Creek and relocating to the Neuse River.
According to an agreement reached on 11-23-99-between NCDEM and the Town, the facility will be
permitted to discharge into the Neuse River with limits less stringent than those being allocated to new
facilities to the Neuse River. This set of limitations will only be interim limitations until the facility
expands to 2.5 MGD or prior to May 1998, whichever comes first After this date, the facility will
comply with advanced tertiary limitations.
This WLA reflects oxygen consuming waste limitations as per this agreement Please refer to notes of
meeting in the file and letter from DEM to the Town dated December 16, 1992.
This facility will discharge approximately 6 miles downstream from the City of Raleigh W WTP.
Therefore for the toxics allocation I used background concentrations upstream from Clayton based on
toxics discharge from the City of Raleigh. According to our Neuse River Flows spreadsheet the
intervening flow between Raleigh discharge point and the Clayton discharge point is negligible. Since
Raleigh has been allocated the entire assimilative capacity of CadmiumeNickel and Cyanide, the
standards were used as background concentrations upstream from Clayton. For all the other metals, the
predicted instream concentrations based on observed concentrations at the Raleigh effluent were used as
background concentrations upstream of Clayton, except for lead where I used the predicted instream
concentration based on permitted influent concentration for Raleigh since this instream concentration was
higher than the insream concentrations based on the lead observed value.
05-25-93
Mike, Ruth and Carla met and a decision was made to allocate metahbased on total flow from Raleigh
and Clayton. Therefore, a limiN[f 4 mg/l of Cd, and a limit of 51 mg/l of Ni were assigned.
A meeting held on 05-24-93 with Don Safrit, Coleen Sullins, Ruth, Carla and me resulted in the
recommendation to require Clayton to monitor basic instream parameters without the extensive
parametric coverage currently being assigned to major facilities discharging into the Neuse mainstem.
This is because DEM has asked Clayton to relocate to Neuse River. Therefore, as an incentivc,limitxof
10 & 4 will be effective prior to 1998 or prior to any expansion ir&ad of advanced tertiary requirements
right away. The instream monitoring requirement for major facilities into the Neuse River is being tied
up to the adavanced tertiary requirements also as an incentive for the Town to relocate.

Town of Clayton Waste Water Treatment Plant
Residual Chlorine
Ammonia as NH3
(summer)
7010 (CFS)
186
7010 (CFS)
186
DESIGN FLOW (MGD)
1.9
DESIGN FLOW (MGD)
1.9
DESIGN FLOW (CFS)
2.945
DESIGN FLOW (CFS)
2.945
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (UG/L)
0
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (-/o)
1.56
IWC (%)
1.56
Allowable Concentration (ug/1)
1090.68
Allowable Concentration (mg/1)
50.26
Ammonia as NH3
(winter)
7010(CFS)
186
Fecal Limit 200/100mi DESIGN FLOW (MGD)
1.9
Ratio of 63.2 :1 DESIGN FLOW (CFS)
2.945
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
1.56
Allowable Concentration (mg/1)
101.59
NCO025453 5 / 18 / 9 3

TARGET FLOW = 254.0 CFS
MINIMUM RELEASE a -100.0 CFS
TOTAL WASTEFLOW s -112.9 CFS
TOTAL WITHDRAWALS a 17.0 CFS
AMOUNT OF RUNOFF NEEDED = 58.16
SEGMENT
SOURCE
SOURCE D.A.
SOURCE
CUMULATIVE
NO.
DESCRIPTION
(sq. mi.)
FLOW (cfs)
FLOW (cfs)
------
HEADWATER
------------
FALLS RELEASE
--------
----------
100.00
----------
100.00
1
Richland Cr
14.0
1.87
101.87
Burlington WT
5 mgd
-7.74
94.13
1
Burlington Indus 5 mgd
7.74
101.87
1
Smith Cr
22.6
3.02
104.88
1
Wake Forest WWTP
6 mgd
9.28
114.17
1
Toms Cr
4.7
0.63
114.79
1
Misc. Runoff
9.0
1.20
115.99
2
Perry Cr
11.8
1.57
117.57
2
Misc. Runoff
6.0
0.80
118.37
3
Harris Cr
18.8
2.51
120.88
3
Misc. Runoff
19.0
2.54
123.41
4
Crabtree Cr
146.0
19.48
142.89
4
Walnut Cr
46.0
6.14
149.03
4
Misc. Runoff
27.0
3.60
152.63
5
Poplar Cr
8.8
1.17
153.81
5
Raleigh WWTP
60 mgd
92.82
246.63
5
Beddngfld. Cr
6.8
0.91
247.54
5
Marks Cr
25.0
3.34
250.87
Clayton WWTP
1.95 mgd
3.02
253.89
Johnston Co. WOL
0 mgd
0.00
253.89
Poplar Br
11.5
1.53
255.42
5
Misc. Runoff
14.4
1.92
257.34
6
Misc. Runoff
20.0
2.67
260.01
7
Smithfld WDL
6 mgd
-9.28
250.73
7
Misc. Runoff
24.5
3.27
254.00
TOTAL
---------
435.9
--------
254.00
-------
254.00
Go to segment above and allocate that flow out to WWTP over distance between the two.

SEGMENT
NO.
HEADWATER
1
1
1
1
1
1
2
2
3
3
4
4
4
5
5
5
5
5
6
7
7
TARGET FLOW -
184.0
CFS
MINIMUM RELEASE a
-65.0
CFS
TOTAL WASTEFLOW =
-112.9
CPS
TOTAL WITHDRAWALS =
17.0
CFS
AMOUNT OF RUNOFF NEEDED =
23.16
SOURCE
SOURCE DA.
SOURCE
CUMULATIVE
DESCRIPTION
(sq. mi.)
FLOW (cfs)
FLOW (cfs)
FALLS RELEASE
65.00
65.00
Richland Cr
14.0
0.74
65.74
Burlington WT 5 mgd
-7.74
58.01
Burlington Indus 5 mgd
7.74
65.74
Smith Cr
22.6
1.20
66.94
Wake Forest WWTP 6 mgd
9.28
76.23
Toms Cr
4.7
0.25
76.48
Misc. Runoff
9.0
0.48
76.95
Perry Cr
11.8
0.63
77.58
Misc. Runoff
6.0
0.32
77.90
Harris Cr
18.8
1.00
78.90
Misc. Runoff
19.0
1.01
79.91
Crabtree Cr
146.0
7.76
87.67
Walnut Cr
46.0
2.44
90.11
Misc. Runoff
27.0
1.43
91.55
Poplar Cr
8.8
0.47
92.01
Raleigh WWTP 60 mgd
92.82
184.83
Beddngfld. Cr
6.8
0.36
185.20
Marks Cr
25.0
1.33
186.52
Clayton WWTP 1.95 mgd
3.02
189.54
Johnston Co. WDL 0 mgd
0.00
189.54
Poplar Br
11.5
0.61
190.15
Misc. Runoff
14.4
0.77
190.92
Misc. Runoff
20.0
1.06
191.98
Smithild WDL 6 mgd
-9.28
182.70
Misc. Runoff
24.5
1.30
184.00
TOTAL
---------
435.9
--------
184.00
-------
184.00
Go to segment above and allocate that flow out to WWTP over distance between the two.

.05/18/93� ver 3.1
Facilit',
'NPDES Permit No
Status (E� P. or M
Permitted Flo
Actual Average Flo
Subbasi
Receiving Strea
Stream Cl assificatio
701
IN
T 0 X I C S R E V I E W
Clayton WWTP
NCO025453
P
W: 1.9
mgd
w: 0.8
mgd
n: 030402
m: NEUSE RIVER
("'------PRETREATMENT DATA ------------- I ---- EFLLUENT DATA---- I
n: WS-III
I ACTUAL
PERMITTED( I
0: 186.0
CIS
I Ind. +
Ind. + I FREQUENCY I
C: 1.56
i
I Domestic PERMITTED
Domestic I OBSERVED of Chronicl
Stn'd / Bkq I Removal Domestic Act.Ind. Total Industrial Total I Eflluent Criteria I
Pollutant AL Cone. I Eff. Load Load Load Load Load I Cone. Violationsl
(ug/1) lug/1) I i (t/d) (t/d) (i/d) (1/d) (4/d) I (ug/1) (4vio/tsam)I
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Selenium
Arsenic
Phenols
NH3-N
S
S
AL
S
S
AL
S
S
AL
S
S
S
C
T.R.Chlor.AL
_____ _ I ________
________
_-_____
--------
________ I --------
_________ 1
2.0
2.0 1
67%
0.0133
0.0068
0.02
0.0074
0.021 1
I
50.0
.5 I
82%
0.0710
0.0137
0.08
1.2857
1.357 I
I 1
7.0
9.1 1
82%
0.1873
0.0480
0.24
0.2372
0.425 1
N
25.0
25.0
424
0.0534
0.0274
0.08
0.8707
0.924 1
P
25.0
3.3 1
61%
0.1334
0.0685
0.20
0.2610
0.394 1
U
50.0
2 1
64%
0.6834
0.2487
0.93
1_8111
2.495 1
I T
5.0
5.0 I
0%
0.0000
0.0000
0.00
I
0.012
I
Oi
I
S
0.06
0.4 1
754
0.0267
0.0223
0.05
0.0017
0.028 I
E
5.00
08
I
1 C
50.00
08
I
1 T
1.0
08
l 1
04
0
17.0
I
I
I
I
06
I
I
I
1 N
1
I
1--------------- ALLOWABLE PRDCT'D PRDCT'D PRDCT'D--------- MONITOR/LIMIT --------- 1--ADTN L RECMMDTN S-- I
Effluent Effluent Effluent Instream I Recomm'd I
I Cone. using using Cone. Based on Based on Based on I FREQUENCY INSTREAM
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED Eff. Mon. Monitor. 1
Pollutant I Load Criteria Influent Influent OBSERVED Influent Influent Effluent based on Recomm'd ? I
I (!f/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data OBSERVED (YES/NO) I
--------- _- 1 _________ ________ _________ ------- -------- -------- ------- _________I _________ --------
Cadmium S I 6.12 2.000 0.994 1.024 Limit Limit I I A
Chromium S I 280.38 2986.211 2.285 36.607 Monitor I I N
Copper AL I 39.25-140.789 6.349 11.454 Monitor Monitor Monitor I I A
Nickel S I 43.51 5.0 7.025 80.345 Limit Limit I I L
TI
Lead S 1 64.70 1394.263 11.803 23.057 Monitor I I Y
Zinc AL I 140.19 1461.579 50.301 134.616 Monitor Monitor I I S
Cyanide S 5.05 5.000 0.000 0.000 _. I I I
Mercury S 0.01 0.770 0.000 0.000 I I S
Silver AL I 0.24-22.045 1.836 1.064 Monitor Monitor Monitor I I
Selenium S I 5.05 320.789 0.000 0.000 0.00 I R
Arsenic S 50.47 3207.895 0.000 0.000 0.00 I I E
Phenols S 1.01 64.158 0.000 0.000 0.00 I S
NH3-N C 0.000 0.00 I U
T.R.Chlor.AL I 1090.684 0.00 Limit L
cutQota
� � C r I (ry
nAILWC 6 -1 &J ,
qJu
s�� oS�•� j-ads-A ,
ps s,xa �,;�� �Aa'� Pb
�� � 10 (0 ) ( `I-8 Aa31_ 3.32

• 05/18/93�- ver 3.1
Facility:
NPDES Permit No.:
• Status (E, P, or M):
Permitted Flow:
Actual Average Flow:
Subbasin:
Receiving Stream:
Stream Classification:
7Q10:
IWC:
Stn' d / Bkg
Pollutant AL Conc.
(ug/1) (ug/1)
--------- -- -------- -------
Cadmium S 2.0 2.0
Chromium S 50.0 3.5
Copper AL 7.0 9.3
Nickel S 25.0 25.0
Lead S 25.0 3.3
Zinc AL 50.0 27.7
Cyanide S 5.0 5.0
Mercury S 0.012
Silver AL 0.06 0.4
Selenium S 5.00
Arsenic S 50.00
Phenols S 1.0
NH3-N C
T.R.Chlor.AL 17.0
Pollutant
Cadmium S
Chromium S
Copper AL
Nickel S
Lead S
Zinc AL
Cyanide S
Mercury S
Silver AL
Selenium S
Arsenic S
Phenols S
NH3-N C
T.R.Chlor.AL
I -------------
I
I
I Allowable
Load
I (#/d)
1 6.12
I 280.38
I 39.25
I 43.51
I 64.70
I 140.19
I 5.05
I 0.01
I 0.24
( 5.05
1 50.47
I 1.01
I
I
I
I
I
T 0 X I C S R E V I E W
Clayton WWTP
NCO025453
P
1.9 mgd
0.8 mgd
030402
NEUSE RIVER I--------- PRETREATMENT DATA -------------- I ---- EFLLUENT DATA---- I
WS-III I ACTUAL PERMITTEDI
186.0 cfs I Ind. + Ind. + I FREQUENCY 1
1.56 I Domestic PERMITTED Domestic I -OBSERVED of Chronicl
I Removal Domestic Act.Ind. Total Industrial Total I Eflluent Criteria I
Eff. Load Load Load Load Load I Conc. Violationsl
I % (#/d) (#/d) (#/d) (#/d) (#/d) I (ug/1) (#vio/#sam)I
I-------- -------- -------- -------- --------- -------- I -------- --------- I
67% 0.0133 0.0068 0.02 0.0074 0.021 I I
1 82% 0.0710 0.0137 0.08 1.2857 1.357 I I I
1 82% 0.1873 0.0480 0.24 0.2372 0.425 1 I N
1 42% 0.0534 0.0274 0.08 0.8707 0.924 I I P
I 61% 0.1334 0.0685 0.20 0.2610 0.394 I I U
I 64% 0.6834 0.2487 0.93 1.8111 2.495 I I T
1 0% 0.0000 0.0000 0.00 I I
I 0V4 I I S
I 75% 0.0267 0.0223 0.05 0.0017 0.028 I I E
I 04 I I C
1 0% I I T
I 04 I I I
I 0% I I 0
I 0% I I N
I I I
I I I
I I I
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D--------- MONITOR/LIMIT --------- 1--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream I Recomm'd
Conc. using using Conc. Based on Based on Based on I FREQUENCY INSTREAM
CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED I Eff. Mon. Monitor.
Criteria Influent Influent OBSERVED Influent Influent Effluent I based on Recomm'd ?
(ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data I OBSERVED (YES/NO)
----------------------------------------------------------I-----------------
2.000 0.994 1.024 1.97 Limit Limit I
2986.211 2.285 36.607 3.46 Monitor I
-140.789 6.349 11.454 9.19 Monitor Monitor Monitor l
25.000 7.025 80.345 24.61 Limit Limit I
1394.263 11.803 23.057 3.27 Monitor
1461.579 50.301 134.616 27.22 Monitor Monitor 1
5.000 0.000 0.000 4.92 I
0.770 0.000 0.000 0.00 I
-22.045 1.836 1.064 0.40 Monitor Monitor Monitor I
320.789 0.000 0.000 0.00 I
3207.895 0.000 0.000 0.00 I
64.158 0.000 0.000 0.00 I
0.000 0.00 I
1090.684 0.00 Limit 1
I
I
I
I
I
I
I
I
I
I
I A
I N
IA
I L
IY
1 S
I I
I S
I
I R
I E
I S
IU
I L
I T
I S
I

. 05/19/93• ver 3.1
Facility:
NPDES Permit No.:
Status (E, P, or M) :
Permitted Flow:
Actual Average Flow:
Subbasin:
Receiving Stream:
Stream Classification:
7Q10:
IWC:
Stn'd / Bkg
Pollutant AL Cone.
(ug/1) (ug/1)
--------- -- --------
Cadmium S 2.0
Chromium S 50.0
Copper AL 7.0
Nickel S 25.0
Lead S 25.0
Zinc AL 50.0
Cyanide S 5.0
Mercury S 0.012
Silver AL 0.06
Selenium S 5.00
Arsenic S 50.00
Phenols S 1.0
NH3-N C
T.R.Chlor.AL 17.0
Pollutant
Cadmium S
Chromium S
Copper AL
Nickel S
Lead S
Zinc AL
Cyanide S
Mercury S
Silver AL
Selenium S
Arsenic 5
Phenols S
NH3-N C
T.R.Chlmr.AL
Allowable
Load
(t/d)
6.15
480.67
28.33
32.59
80.11
142.42
12.40
0.01
2.31
3.05
38.45
0.77
T 0 X I C S R E V I E W
Raleigh
N NCO029033
EXISTING
60.0
mgd
28.4
mgd
030402
NEUSE
---------PRETREATMENT DATA -------------- I
---- EFLLUENT DATA----
I
WS-III
ACTUAL
PERMITTEDI
I
98.7
cfs
Ind. +
Ind. + I
FREQUENCY
1
48.51
%
Domestic
PERMITTED
Domestic I
OBSERVED
of Chronlcl
I Removal
Domestic
Act.Ind.
Total
Industrial
Total I
Eflluent
Criteria
I
I Eff.
Load
Load
Load
Load
Load I
Cone.
Violatlonsl
l 8
(i/d)
(i/d)
(t/d)
(4/d)
(4/d) I
(ug/1)
(tvio/isam)I
I--------
I 75%
-------
0.3885
--------
0.1130
--------
0.50
---------
0.6400
--------
1.029 I
--------
7.1
---------
1
I
I 92%
3.8418
1.2600
5.10
16.4300
20.272 I
7.2
I I
I sit
20.5039
13.7000
34.20
12.3400
32.944 1
19.2
I N
1 41%
2.5511
0.4940
3.05
12.9200
15.471 I
8.8
I P
I 76%
0.2991
0.8780
1.18
4.4430
4.742 1
4.4
I U
1 73%
22.1011
7.0800
29.18
17.5500
39.651 I
57.0
I T
l 69%
0.0000
0.8920
0.89
2.0600
2.060
1.0
I
09
0.0
I S
I 98%
1.8138
0.9260
2.74
2.8700
4.684
0.9
I E
1 O%
C
1 of
T
I 06
1
1 O%
0
0%
I
I
1 N
I
I
I
- ALLOWABLE PRDCT'D
PRDCT'D
PRDCT'D
I
I
--------- MONITOR/LIMIT
---------
I
I
1--ADTN'L REC I
Effluent
Effluent
Effluent
Instream
I Recomm'd
I
Cone.
using
using
Cone.
Based on
Based on
Based on
I FREQUENCY
INSTREAM I
CHRONIC
ACTUAL
PERMIT
using
ACTUAL
PERMITTED
OBSERVED
I Eff. Mon.
Monitor. I
Criteria
Influent
Influent
OBSERVED
Influent
Influent
Effluent
I based on
Recomm'd 7 I
09/1)
(ug/1)
(ug/1)
--------
(ug/1)
--------
Loading
--------
Loading
--------
Data
---------I
I OBSERVED
---------
(YES/NO) I
-------- I
-------
4.123
---------
0.529
1.085
3.44
Limit
Limit
Limit
I NCAC
YES I A
103.065
1.722
6.843
3.49
Monitor
Monitor
Monitor
I NCAC
NO I N
14.429
27.421
26.331
9.31
Monitor
Monitor
Monitor
I Weekly
YES I A
51.532
7.581
38.515
4.27
Limit
Limit
Limit
I NCAC
NO 1 L
51.532
1.192
4.802
2.13
Monitor
Monitor
Monitor
I NCAC
NO Y
103.065
33.245
45.173
27.65
Monitor
Monitor
Monitor
I Monthly
NO S
10.306
1.167
2.695
0.49
Limit
Limit
Monitor
I NCAC
NO 1
0.025
0.000
0.000
0.00
I
I S
0.124
0.231
0.395
0.44
Monitor
Monitor
Monitor
I Weekly
YES I
10.306
0.000
0.000
0.00
1 R
103.065
0.000
0.000
0.00
I
1 E
2.061
0.000
0.000
0.00
I
1 S
0.000
0.00
I
U
35.042
0.00
I
L
T
S

P
� FACILITY NAME:
1.5 a..d 1A
b fl iREQUESTER:
NPDESP! TMENT INFORMATION RMUESP FORM
DATE
ikP�P'Er
f/ re�'Fc:TrH
�/ i
NPDES NO. Ncoo oZ SY S3 '
i
REGION:
PERMIT CONDITIONS COVERING PRETREATMENT
This facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the follaaing conditions:
Program Development
Phase I due
Phase II due %
_ Additional Conditions
(attached)
This facility is currently implementing a pretreatment program.
Please include the following conditions:
Program Implementation
Additional Conditions
(attached)
SIGNIFICANT INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
i
i
SIU FLOW - TOTAL: M D
- COMPOSITION: TEXTILE: MGD '
i
METAL FINISHIING: MGD
OTHER: n4 Grl} GCf TfCi �.�c,5 KM
I MGD
MCD
MGD
HEADFK)RKS REVIEW
ar
PASS
i
PARAMETER 1THROUGH
DAILY
LOAD IN LBS/DAY ACTUAL
1ALLOWABLE
DOMESTIC
PERMITTED
INDUSTRIAL % REMOVAL
Cd
p.0133
C.60?y
L1.OP6S�
3f
Cr
C,C--HO
f.Z915-9-
0,D13�i
Cu
G, ISl �.3
C, 2?
6.04ssc
�S �
Ni
t.C5.3(
C.$�6?-
n.b;x'?'
Y2
Pb
C. 13'3`f
61 ac (
0. C
Zn
C',6$3'
l,`SIlI
t.agT
6q
CN
Phenol
Other
i
C LC,17-
6.C2-�3
.
!;Z.5
RECEIVED: JL/,�&/M REVIEWED BY: e f RETURNED: 5//

SOC PRIORITY PROJECT: Yes _No X
If Ye , SOC No.
To: Permits and Engineering Unit
'1 a Water Quality Section
a`4Attention: (Randy Kepler)
�JUN 2 1a�j Date 93/6/10
NPDES STAFF REPORT AND RECOMMENDATION
County Johnston
�t Permit No. NC0025453
PART I - GENERAL INFORMATION
1. Facility and Address: Town of Clayton
P.O. Box 879
Clayton, NC 27520
2. Date of Investigation: May 17, 1993
3. Report Prepared by: Shane P. McCarthy
4. Persons Contacted and Telephone Number: Johnny Thorne
553-5866
5. Directions to Site: US 70 S., turn after NC 42 intersection
into the cemetery. WWTP is on the backside, turn right onto dirt
road.
6. Discharge Point(s), List for all discharge points:
Latitude:350 39' 52" Longitude:78° 25' 32"
Attach a USGS map extract and indicate treatment facility
site and discharge point on map.
U.S.G.S. Quad No. E25NW U.S.G.S. Quad Name Clayton
7. Site size and expansion area consistent with application 7
X Yes No If No, explain:
8. Topography (relationship to flood plain included):
Slightly sloped, Inffluent station has been flooded during
prolonged rainfall events.

9. Location of nearest dwelling: > 200 feet.
10. Receiving stream or affected surface waters: Clayton is
currently discharging to Little Creek and is proposing to
discharge to the Neuse River upon completion of upgrade and
relocation of discharge.
a. Classification: WS V, NSW - Neuse River
C, NSW - Little Creek
b. River Basin and Subbasin No.: 03-04-02
C. Describe receiving stream features and pertinent
downstream uses: Raleigh's discharge is
approximately 7 miles upstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 1.9 MGD(Ultimate
Design Capacity)
b. What is the current permitted capacity of the Waste
Water Treatment facility? 1.5 mgd
C. Actual treatment capacity of the current facility
(current design capacity)? 1.5 mgd
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years:
e. Please provide a description of existing or
substantially constructed wastewater treatment
facilities: Treatment consists of coarse solids
removal by mechanical bar screens, grit removal, an
influent pump splitting .6 mgd to a train consisting of
a primary clarifier, trickling filter and a secondary
clarifier. Following secondary clarification, .12 mgd
is directed to an activated sludge nitrification unit
with tertiary filters. The second train is a 0.9 mgd
oxidation ditch with secondary clarification. The 2
effluent trains are combined and chlorinated. Sludge
is aerobically digested, dewatered on sand drying beds
and is land applied at a permitted Johnston County
site.
f. Please provide a description of proposed wastewater
treatment facilities: Proposed construction includes a
1.15 MG aeration basin, conversion of an existing
clarigester to sludge holding basin, chemical feed for
P removal, secondary clarifier, effluent pump station
modifications, return sludge pump, sludge belt press
and lime stabilization.
NPDES Permit Staff Report
Version 10/92
Page 2

g. Possible toxic impacts to surface waters: NA
h. Pretreatment Program (POTWs only):
in development_ approved_ X
should be required not needed
2. Residuals handling and utilization/disposal scheme:
Land application of residuals to dedicated site in
Johnston Co. Upgrade will include a new sludge filter
press and lime stabilization.
a. If residuals are being land applied, please specify DEM
permit no. WQ0007622
Residuals Contractor: Johnston Co.
Telephone No. 989-5075
Residuals stabilization: PSRP X
PFRP Other
c. Landfill: No longer an option.
d. Other disposal/utilization scheme (Specify): NA
3. Treatment plant classification (attach completed rating
sheet): Class IV
4. SIC Code(s): 4952
Wastewater Code(s) of actual wastewater, not particular
facilities i.e.., non -contact cooling water discharge from a
metal plating company would be 14, not 56.
Primary _01 Secondary _
Main Treatment Unit Code: 1 0 4 - 3
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved. (municipals only)?
Yes.. CS370431-03
2. Special monitoring or limitations (including toxicity)
requests: None
3. Important SOC, JOC or Compliance Schedule dates: (Please
indicate) NA
NPDES Permit Staff Report
Version 10/92
Date
Page 3

Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: NA
Connection to Regional Sewer System: NA
Subsurface: NA
Other disposal options: NA
5. Other Special Items: NA
PART IV - EVALUATION AND RECOMMENDATIONS
The RRO has received and reviewed the subject NPDES permit
modification and upgrade application and has performed a site
inspection of the existing facility. The following comments are
offered:
1. Downstream monitoring for Raleigh occurs at SR 1700 and
SR 1908, just above and below Clayton's proposed discharge,
respectively.
2. An EA has been submitted to Construction Grants as
required for the upgrade and the affected wetland areas have been
identified by the Corps of Engineers.
3. A review of daily flows for the previous 12 months
indicates that the upgrade should be sufficient to handle the
reported flows.
4. Construction Grants is currently reviewing the plans
and specifications for the project and will issue a new ATC for
the proposed upgrade.
5. Phased permit language should include limits for the
existing treatment works at the 1.5 MGD flow, with the discharge
going to Little Creek. After the issuance of an ATC and an
expansion to 1.9 MGD, new permit limits should be provided for
this new flow and the new discharge to the Neuse River.
NPDES Permit Staff Report
Version 10/92
Page 4

The RRO recommends renewal of the ubject NPDES modification
and renewal application in accord with the basin wide plan.
Signature of re preparer
Water Quality Regional Supervisor
Ca \-Il 3
Date
NPDES Permit Staff Report
Version 10/92
Page 5

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HA; HNG SCALE 'FOR C;LASSIFIC:A I lulu ul- t-AUILI I IIzb
=` Name of Plant: _..
Owner or Contact Person:- �a1r.r�r.uarv►-� c�fZL.
Mailing Address: ��� �� AWL 7%-7 "I
c�'ta �x
County: :S pV.r►stov%. ---------- T e ! e p h o n e :
NPDES Permit No. NCOO �AS4S.3 Nondisc. Per. No.
IssueDate: Expiration Date:
Existing Facility New Facility_��s ca4rA.
Rated By: Date 11 Q
_ . Reviewed (Train. & Cert.) Reg. Office
Reviewed (Train. & Cert.) Central Office
ORC
Grade
Plant Class: (circle one) I
II III
IV Total Points 1�0
ITEM POINTS (5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(1) Industrial Pretreatment Units and/or
(i)Aeration - High Purity Oxygen System .....
2C
Industrial Pretreatment Program
(see definition No. 33)
G
Diffused Air System ...........
Mechanical Air System (fixed,
1 C
(2) DEMN FLOW OF PLANT IN GPD
floating or rotor
(not applicable to non-conlaminaled cooling waters. sludge
Separate Sludge Reaeralion .....
3
handling facilities for water purification plants, totally
(i i) Trickling Filter
closed cycle systems (del. No. 11). and facilities
High Rate ...................
consisting only of Item (4) (d) or Items (4) (d) and (11)
(d))4eStandard
Rate ...............
5
0 -- 20.000..........................
1
Packed Tower...............
5
20.001 -- 50,000 ..........................
2
(i i i) Biological Aerated Filter or Aerated
50,001 -- 100,000 ..........................
3
oiolooical Filter ......................
i t
100,001 -- 250,000 ..........................
4
(i v) Aerated Lagoons .....................
1 C
250.001 -- 500,000..........................
5
500,001 --1,000,000 ..........................
(v) Rotating Biological Contactors ..........
1
1.000.001 -- 2.000.000 ........................
62,000.001
(and up) - rate 1 point additional for each
(v i) Sand Filters-
200,000 gpd capacity up to a
intermittent biological .....
maximum of 30
recirculating biological .. ...
Design Flow (gpd) _1,9 0-13,A, __-._
_.
(vii) ;:;, bilizalion Lagoons .................. .
(3) PRELIMINARY U14ITS (see definition no. 32)
(viii)C!arifier ............................. .
(a) Bar Screens ................................
1
(ix) Single stage system for combined
or
carbonaceous removal of BOD and
b Mechanical Screens, Static Screens or
()
nitrogenous removal b nitrification
9 Y
Comminuting Devices ........... .............
(see del. No. !2) (Points for this item
(c) Grit Removal ...............................
1
have to be in addition to items (5) (a)
or
(D
(i) through (5) (a) (viii) .................
f
(d) Mechanical or Aerated Grit Removal ...........
(x) Nutrient additions to enhance BOD
(e) Flow Measuring Device .......................
removal ................. _ .............
or
Q
(xi) Biological Culture ('Super Bugs') addition
(1) Instrumented Flow Measurement ..............
to enhance organic compound removal .... .
(g) Preaeration................................
2
(b) Nitrogenous Stage
(i) Aeration - High Purity Oxygen System . .
(h) Influent Flow -E clualization ...................
2
Diffused Air System ...........
(i) Grease or Oil Separators - Gravity ..........
2
Mechanical Air System (fixed.
Mechanical ..........
3
floating, or rotor) ...... ......
C
Dissolved Air Flotation.
8
Separate Sludge Reaeration .... .
(j) Prechlorinalion ..............................
5
(ii) Trickling Filter -
High Rate ..............
(4) PRIMARY TREATMENT UNITS
Standard Rate ............
(a) Septic Tank (see definition no. 43) ..............
2
Packed Tower ............
(b) ImhoKTank..................................
5
(iii) Biological Aerated Filter or Aerated
-- (c) Primary Clarifiers ............................
�S "'
Biological I illcr .........................
1
•(d) Settling Ponds or Settling Tanks for Inorganic
(iv) Rotating Biological Conlaclors ............
1
Non -toxic Materials (sludge handling facilities
(v) Sand Filter -
for water purification plants, sand, gravel,
intermittent biological ... . ... .
Slone, and other mining operation:: WX014
recirculating biological ..... .. .
recreational activities such as gem or gold
(vi) Clarifier ......... ..... ................ .
mining) ......................................
2

- ,
TIARY OR ADVANCED TREATMENT UNI1•
(a)
Activated Carbons Beds -
wilhout carbon regeneration ..................
5
with carbon regeneration ....................
is
(b)
Powdered or Granular Activated Carbon Feed -
without carbon regeneration .................
5
with carbon regeneration ...................
15
(c)
Air Stripping .............................
5
(d)
Denitrificalion Process (separate p(ocess) . .. . .
10
(c)
L=1cc:irodialysis ..............................
- 5
(f)
Foam Separation .............................
5
(9)
Ion Exchange ................................
5
(h)
La'nd Application of Treated Effluent
(see definition no. 22b) (not applicable for
sand. gravel, stone and other similar mining
operations)
(i) on agriculturally managed sites (See def:
No.4)...................................
10
(ii) by high rate infiltration on non -agriculturally
managed sites (includes rotary distributors
and similar fixed nozzle systems) ...........
4
(iii) by subsurface disposal (includes low pressure
pipe systems and gravity systems except at
plants consisting of septic tans% and nitrifica-
tion lines only) .............................
4
(i)
Microscreens..................................
5
(j)
Phosphorus Remo./al by Biological Processes
(See del. No. 26) ............................
20
(k)
Polishing Ponds - Without aeration .......
2
with aeration ..........
5
(1)
Post Aeration - cascade ..............
0
diffused or mechanical ...
5
(m) Reverse Osmosis ...............................
5
(n)
Sand or Mixed -Media Filters - low rate ...........
2
high rate ..........
5
(o)
Treatment processes for removal of metal or
cyanide..... ...............................
15
(p)
Treatment processes for removal of toxic 9
materials other than metal or cyanide .........
15
SLUDGE TREATMENT
(a)
Sludge Digestion Tank - Heated ...............
10
Aerobic.. . . . . . . . . .
erobic...............
Q
Unheated...... .......
3
(b)
Sludge Stabilization (chemical or thermal) . .. . . ..
9
(c)
Sludge Drying Beds - Gravity... . .. . . . . .. . . . - -
Vacuum Assisted .......
5
(d)
Sludge Eluiriation .............................
5
(e)
Sludge Conditioner (chemical or thermal) ........
5
(f)
Sludge Thickener (gravity) ......................
5
(g)
Dissolved Air Flotation Unit
(not applicable to a unit rates as (3) (i) .........
8
(h)
Sludge Gas Utilization (including gas storage) . . .
2
(i)
Sludge Holding Tank - Aerated ................
Non-acralcd ............
h'
V
(j)
Sludge Incinerator - (not including activated
carbon regeneration) .....
10
(k)
Vacuum Filter, Centrifuge or Filter Press or other
similar dewalering devices ....................
1 0
(S) SLUDGE DISPOSAL (including incinerated ash)
(a)
Lagoons ........................................
2
(b)
Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit
10
-by coniracting to n land application operator who
O
holds the land application permit ...............
-land application of sludge by a contractor wtio does
not hold the permil for the wastewater treatment
facility %,here the sludge is generated .........
10
(c)
Landfilled (burial) .............................
5
(9) DISINFECTION
(a) Chlorination ........................ .....
(b)
Dechlorination ........................
(c)
Ozone ..............................
(d)
Radiation ..........................
5
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9)
(not applicable to chemical additions rated as item
(3) (i). (5) (a) (xi), (6) (a). (6) (b). (7) (b). (7) (e).
(9) (a), (9) (b), or (9) (c) 5 points each: List:
(11) 1,'-ISCELLANEOUS UNITS
(a) Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds in amounts significantly
greater than is common for domestic wastewater .......... z
(b) Effluent Flow Equalization (not applicable to storage
basins which are inherent in land application systems).
(c) Stage Discharge (not applicable to storage basins
inherent in land application systems ................... E
(d) Pumps.................................................................................................
(e) Stand -By Power Supply ........................
(1) Thermal Pollution Conl:ol Device ...................
TOTAL POINTS 0J
CLASSIFICATION
Class I ........................................................... 5 - 25 Points
Class 11 ........................................................ 26- 50 Points
Class III ....................................................... 51- 65 Points
Class IV ........................................................ 66- Up Points
Facilities having a rating of one through four points, inclusive,
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
Facilities having an activated sludge process will be assigned
a minimum classification of Class 11.
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classification of Class 11.
Facilities having treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class
Ill.
In -plant processes and related control equipment which are an
integral part of industrial production shall not be considered waste
treatment. Likewise. discharges of wastewater from residences
having a design flow of 1.000 gpd or less, shall not be subject to
rating.
/1I7I11'i'IC)•IJAI_ �:Qh�MI�NT��; _

D.O. Concentrations at Permitted Loads in the Neuse River From Falls Dam to Smithfield with and without Clayton W WTP
under Two Wasteload Scenarios
At, 'I'll 6
w/o 104 5_2
7
6.5
6
i�
5.5
,.
E
5
O
A
4.5
4
3.5
3
0 4 8 12 16 20 24 28 32 36 40 44 48
Distance (miles)

Station
Milept
DO
DO
DO
Location
(mg/1)
(mg/1)
(mg/1)
----------
------
w/o
104
5_2
Falls Dam
0.0
7.0
7.0
7.0
Falls Utility
0.2
6.9
6.9
6.9
River Mills
0.4
6.9
6.9
6.9
0.6
6.8
6.8
6.8
0.8
6.8
6.8
6.8
1.0
6.7
6.7
6.7
Takefield Farm
1.2
6.7
6.7
6.7
Richland Ck
1.4
6.6
6.6
6.6
1.6
6.6
6.6
6.6
1.8
6.6
6.6
6.6
2.0
6.5
6.5
6.5
2.2
6.5
6.5
6.5
2.4
6.4
6.4
6.4
2.6
6.4
6.4
6.4
2.8
6.4
6.4
6.4
3.0
6.3
6.3
6.3
3.2
6.3
6.3
6.3
Burlington Inc
3.4
5.8
5.8
5.8
3.6
5.7
5.7
5.7
3.8
5.7
5.7
5.7
4.0
5.7
5.7
5.7
Wake Forest
4.2
5.6
5.6
5.6
Smith Ck
4.4
5.6
5.6
5.6
4.6
5.5
5.5
5.5
Tom's Ck
4.8
5.5
5.5
5.5
5.0
5.5
5.5
5.5
5.2
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.6
5.4
5.4
5.4
5.8
5.3
5.3
5.3
6.0
5.3
5.3
5.3
6.2
5.3
5.3
5.3
Perry Ck
6.4
5.3
5.3
5.3
6.6
5.2
5.2
5.2
6.8
5.2
5.2
5.2
7.0
5.2
5.2
5.2
7.2
5.1
5.1
5.1
7.4
5.1
5.1
5.1
Wake Medows
7.6
5.1
5.1
5.1
7.8
5.1
5.1
5.1
8.0
5.1
5.1
5.1
8.2
5.0
5.0
5.0
8.4
5.0
5.0
5.0
8.6
5.0
5.0
5.0
8.8
5.0
5.0
5.0
9.0
5.0
5.0
5.0
9.2
5.0
5.0
5.0
R.L. Bradsher
9.4
5.0
5.0
5.0
9.6
4.9
4.9
4.9
9.8
4.9
4.9
4.9
Harris Ck
10.0
5.0
5.0
5.0
10.2
5.0
5.0
5.0
10.4
5.0
5.0
5.0
0

Unprp/RvrWlk
10.6
5.0
5.0
5.0
10.8
5.0
5.0
5.0
,,ompss/RvrLndc
11.0
5.0
5.0
5.0
11.2
5.0
5.0
5.0
11.4
5.0
5.0
5.0
11.6
5.0
5.0
5.0
11.8
5.1
5.1
5.1
12.0
5.1
5.1
5.1
Compss/RvrBnd
12.2
5.1
5.1
5.1
12.4
5.1
5.1
5.1
12.6
5.1
5.1
5.1
12.8
5.1
5.1
5.1
13.0
5.2
5.2
5.2
Hidden Cove
13.2
5.2
5.2
5.2
13.4
5.2
5.2
5.2
13.6
5.2
5.2
5.2
13.8
5.2
5.2
5.2.
14.0
5.2
5.2
5.2
14.2
5.3
5.3
5.3
14.4
5.3
5.3
5.3
Heater/Beachwc
14.6
5.3
5.3
5.3
14.8
5.3
5.3
5.3
Milburnie Dam
15.0
5.3
5.3
5.3
15.2
5.3
5.3
5.3
US 64
15.4
5.4
5.4
5.4
15.6
5.4
5.4
5.4
15.8
5.4
5.4
5.4
16.0
5.4
5.4
5.4
16.2
5.5
5.5
5.5
Heater/Brclay
16.4
5.5
5.5
5.5
16.6
5.5
5.5
5.5
16.8
5.5
5.5
5.5
17.0
5.5
5.5
5.5
17.2
5.6
5.6
5.6
Crabtree Ck
17.4
5.8
5.8
5.8
17.6
5.9
5.9
5.9
17.8
5.9
5.9
5.9
18.0
5.9
5.9
5.9
18.2
5.9
5.9
5.9
Riverview
18.4
5.9
5.9
5.9
Walnut Ck
18.6
6.0
6.0
6.0
18.8
6.0
6.0
6.0
19.0
6.0
6.0
6.0
19.2
6.0
6.0
6.0
19.4
6.0
6.0
6.0
19.6
5.9
5.9
5.9
19.8
5.9
5.9
5.9
20.0
5.9
5.9
5.9
20.2
5.9
5.9
5.9
20.4
5.9
5.9
5.9
20.6
5.9
5.9
5.9
20.8
5.9
5.9
5.9
21.0
5.9
5.9
5.9
NCSR 2555
21.2
5.9
5.9
5.9
21.4
5.9
5.9
5.9
21.6
5.8
5.8
5.8

21.8
5.8
5.8
5.8
22.0
5.8
5.8
5.8
22.2
5.8
5.8
5.8
22.4
5.8
5.8
5.8
22.6
5.7
5.7
5.7
22.8
5.7
5.7
5.7
23.0
5.7
5.7
5.7
23.2
5.7
5.7
5.7
Poplar Ck
23.4
5.7
5.7
5.7
23.6
5.6
5.6
5.6
23.8
5.6
5.6
5.6
24.0
5.6
5.6
5.6
24.2
5.6
5.6
5.6
Raleigh/Neuse
24.4
5.4
5.4
5.4
24.6
5.4
5.4
5.4
24.8
5.4
5.4
5.4
25.0
5.4
5.4
5.4
25.2
5.4
5.4
5.4
NCSR 2509
25.4
5.5
5.5
5.5
25.6
5.5
5.5
5.5
25.8
5.4
5.4
5.4
26.0
5.4
5.4
5.4
26.2
5.3
5.3
5.3
26.4
5.3
5.3
5.3
26.6
5.3
5.3
5.3
26.8
5.2
5.2
5.2
27.0
5.2
5.2
5.2
27.2
5.2
5.2
5.2
27.4
5.1
5.1
5.1
27.6
5.1
5.1
5.1
27.8
5.1
5.1
5.1
28.0
5.1
5.1
5.1
28.2
5.0
5.0
5.0
Marks Ck
28.4
5.0
5.0
5.0
28.6
5.0
5.0
5.0
28.8
5.1
5.1
5.1
29.0
5.1
5.1
5.1
29.2
5.1
5.1
5.1
29.4
5.2
5.2
5.2
NCSR 1700
29.6
5.2
5.2
5.2
29.8
5.2
5.2
5.2
30.0
5.2
5.2
5.2
30.2
5.2
5.2
5.2
ct ;-v
30.4
5.2
5.2
5.2
""
30.6
5.2
5.2
5.2
30.8
5.2
5.2
5.3
31.0
5.3
5.3
5.3
31.2
5.3
5.3
5.3
31.4
5.3
5.3
5.3
31.6
5.3
5.3
5.3
31.8
5.3
5.3
5.3
32.0
5.3
5.3
5.3
32.2
5.3
5.3
5.3
32.4
5.3
5.3
5.4
NC 42
32.6
5.3
5.3
5.4
32.8
5.3
5.3
5.4

RvrDellFrms
33.0
5.3
5.3
5.3
33.2
5.3
5.3
5.3
33.4
5.3
5.3
5.3
33.6
5.3
5.2
5.3
33.8
5.3
5.2
5.3
34.0
5.3
5.2
5.3
34.2
5.3
5.2
5.2
34.4
5.2
5.2
5.2
34.6
5.2
5.2
5.2
Southmark
34.8
5.2
5.1
5.2
35.0
5.2
5.1
5.2
35.2
5.2
5.1
5.2
35.4
5.2
5.1
5.2
35.6
5.2
5.1
5.2
35.8
5.2
5.1
5.2
36.0
5.2
5.1
5.1
36.2
5.2
5.1
5.1
36.4
5.2
5.1
5.1
36.6
5.1
5.0
5.1
36.8
5.1
5.0
5.1
37.0
5.1
5.0
5.1
37.2
5.1
5.0
5.1
37.4
5.1
5.0
5.1
37.6
5.1
5.0
5.1
37.8
5.1
5.0
5.1
38.0
5.1
5.0
5.1
NCSR 1908
38.2
5.1
5.0
5.1
38.4
5.1
5.0
5.1
38.6
5.2
5.0
5.1
38.8
5.2
5.1
5.1
39.0
5.2
5.1
5.2
39.2
5.2
5.1
5.2
39.4
5.3
5.1
5.2
39.6
5.3
5.2
5.2
39.8
5.3
5.2
5.3
40.0
5.3
5.2
5.3
40.2
5.4
5.2
5.3
40.4
5.4
5.3
5.3
40.6
5.4
5.3
5.3
40.8
5.4
5.3
5.4
41.0
5.4
5.3
5.4
3 mi down
41.2
5.5
5.3
5.4
41.4
5.5
5.4
5.4
41.6
5.5
5.4
5.5
41.8
5.5
5.4
5.5
42.0
5.5
5.4
5.5
42.2
5.6
5.4
5.5
42.4
5.6
5.5
5.5
42.6
5.6
5.5
5.5
42.8
5.6
5.5
5.6
43.0
5.6
5.5
5.6
43.2
5.6
5.5
5.6
43.4
5.7
5.5
5.6
43.6
5.7
5.6
5.6
43.8
5.7
5.6
5.7
NCSR 1900/70A
44.0
5.7
5.6
5.7

44.2
5.7
5.6
5.7
44.4
5.7
5.6
5.7
44.6
5.8
5.6
5.7
44.8
5.8
5.7
5.7
45.0
5.8
5.7
5.7
45.2
5.8
5.7
5.8
45.4
5.8
5.7
5.8
45.6
5.8
5.7
5.8
45.8
5.8
5.7
5.8
46.0
5.9
5.7
5.8
46.2
-5.9
5.8
5.8
46.4
5.9
5.8
5.8
46.6
5.9
5.8
5.8
Poplar Ck
46.8
5.9
5.8
5.9
47.0
5.9
5.8
5.9
47.2
5.9
5.8
5.9
Smthfld Wd
47.4
6.0
5.8
5.9
47.6
6.0
5.9
5.9
Burlington
47.8
6.0
5.9
5.9
US 70
48.0
6.0
5.9
5.9

D.O. Concentrations at Permitted Loads in the Neuse River From Falls Dam to Smithfield with and without Clayton WWTP
under Two Wasteload Scenarios
Without Clayton W WTP Clayton at 10 mg/1 BODS and 4 mg/l
NH3-N I. Ci H 610
Clayton at Advanced Tertiary Limits
2. S w( 6 D
7.0
6.5
6.0
i'
5.5
C
on
E
5.0
O
C1
4.5
4.0
3.5
3.0
0.0
4.0 8.0 12.0 16.0 20.0 24.0 28.0 32.0
36.0 40.0 44.0 48.0
Distance (miles)

b
W.
Station
Milept
DO
DO
DO
Location
(mg/1)
(mg/1)
(mg/1)
----------
------
w/o
104
52
Falls Dam
0.0
7.0
7.0
7.0
Falls Utility
0.2
6.9
6.9
6.9
River Mills
0.4
6.9
6.9
6.9
0.6
6.8
6.8
6.8
0.8
6.8
6.8
6.8
1.0
6.7
6.7
6.7
Jakefield Farm
1.2
6.7
6.7
6.7
Richland Ck
1.4
6.6
6.6
6.6
1.6
6.6
6.6
6.6
1.8
6.6
6.6
6.6
2.0
6.5
6.5
6.5
2.2
6.5
6.5
6.5
2.4
6.4
6.4
6.4
2.6
6.4
6.4
6.4
2.8
6.4
6.4
6.4
3.0
6.3
6.3
6.3
3.2
6.3
6.3
6.3
Burlington Inc
3.4
5.8
5.8
5.8
3.6
5.7
5.7
5.7
3.8
5.7
5.7
5.7
4.0
5.7
5.7
5.7
Wake Forest
4.2
5.6
5.6
5.6
Smith Ck
4.4
5.6
5.6
5.6
4.6
5.5
5.5
5.5
Tom's Ck
4.8
5.5
5.5
5.5
5.0
5.5
5.5
5.5
5.2
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.6
5.4
5.4
5.4
5.8
5.3
5.3
5.3
6.0
5.3
5.3
5.3
6.2
5.3
5.3
5.3
Perry Ck
6.4
5.3
5.3
5.3
6.6
5.2
5.2
5.2
6.8
5.2
5.2
5.2
7.0
5.2
5.2
5.2
7.2
5.1
5.1
5.1
7.4
5.1
5.1
5.1
Wake Medows
7.6
5.1
5.1
5.1
7.8
5.1
5.1
5.1
8.0
5.1
5.1
5.1
8.2
5.0
5.0
5.0
8.4
5.0
5.0
5.0
8.6
5.0
5.0
5.0
8.8
5.0
5.0
5.0
9.0
5.0
5.0
5.0
9.2
5.0
5.0
5.0
R.L. Bradsher
9.4
5.0
5.0
5.0
9.6
4.9
4.9
4.9
9.8
4.9
4.9
4.9
Harris Ck
10.0
5.0
5.0
5.0
10.2
5.0
5.0
5.0
10.4
5.0
5.0
5.0

Unprp/RvrWlk
10.6
5.0
5.0
5.0
10.8
5.0
5.0
5.0
�ompss/RvrLndc
11.0
5.0
5.0
5.0
11.2
5.0
5.0
5.0
11.4
5.0
5.0
5.0
11.6
5.0
5.0
5.0
11.8
5.1
5.1
5.1
12.0
5.1
5.1
5.1
Compss/RvrBnd
12.2
5.1
5.1
5.1
12.4
5.1
5.1
5.1
12.6
5.1
5.1
5.1
12.8
5.1
5.1
5.1
13.0
5.2
5.2
5.2
Hidden Cove
13.2
5.2
5.2
5.2
13.4
5.2
5.2
5.2
13.6
5.2
5.2
5.2
13.8
5.2
5.2
5.2
14.0
5.2
5.2
5.2
14.2
5.3
5.3
5.3
14.4
5.3
5.3
5.3
Heater/Beachwc
14.6
5.3
5.3
5.3
14.8
5.3
5.3
5.3
Milburnie Dam
15.0
5.3
5.3
5.3
15.2
5.3
5.3
5.3
US 64
15.4
5.4
5.4
5.4
15.6
5.4
5.4
5.4
15.8
5.4
5.4
5.4
16.0
5.4
5.4
5.4
16.2
5.5
5.5
5.5
Heater/Brclay
16.4
5.5
5.5
5.5
16.6
5.5
5.5
5.5
16.8
5.5
5.5
5.5
17.0
5.5
5.5
5.5
17.2
5.6
5.6
5.6
Crabtree Ck
17.4
5.8
5.8
5.8
17.6
5.9
5.9
5.9
17.8
5.9
5.9
5.9
18.0
5.9
5.9
5.9
18.2
5.9
5.9
5.9
Riverview
18.4
5.9
5.9
5.9
Walnut Ck
18.6
6.0
6.0
6.0
18.8
6.0
6.0
6.0
19.0
6.0
6.0
6.0
19.2
6.0
6.0
6.0
19.4
6.0
6.0
6.0
19.6
5.9
5.9
5.9
19.8
5.9
5.9
5.9
20.0
5.9
5.9
5.9
20.2
5.9
5.9
5.9
20.4
5.9
5.9
5.9
20.6
5.9
5.9
5.9
20.8
5.9
5.9
5.9
21.0
5.9
5.9
5.9
NCSR 2555
21.2
5.9
5.9
5.9
21.4
5.9
5.9
5.9
21.6
5.8
5.8
5.8

21.8
5.8
5.8
5.8
22.0
5.8
5.8
5.8
22.2
5.8
5.8
5.8
22.4
5.8
5.8
5.8
22.6
5.7
5.7
5.7
22.8
5.7
5.7
5.7
23.0
5.7
5.7
5.7
23.2
5.7
5.7
5.7
Poplar Ck
23.4
5.7
5.7
5.7
23.6
5.6
5.6
5.6
23.8
5.6
5.6
5.6
24.0
5.6
5.6
5.6
24.2
5.6
5.6
5.6
Raleigh/Neuse
24.4
5.4
5.4
5.4
24.6
5.4
5.4
5.4
24.8
5.4
5.4
5.4
25.0
5.4
5.4
5.4
25.2
5.4
5.4
5.4
NCSR 2509
25.4
5.5
5.5
5.5
25.6
5.5
5.5
5.5
25.8
5.4
5.4
5.4
26.0
5.4
5.4
5.4
26.2
5.3
5.3
5.3
26.4
5.3
5.3
5.3
26.6
5.3
5.3
5.3
26.8
5.2
5.2
5.2
27.0
5.2
5.2
5.2
27.2
5.2
5.2
5.2
27.4
5.1
5.1
5.1
27.6
5.1
5.1
5.1
27.8
5.1
5.1
5.1
28.0
5.1
5.1
5.1
28.2
5.0
5.0
5.0
Marks Ck
28.4
5.0
5.0
5.0
28.6
5.0
5.0
5.0
28.8
5.1
5.1
5.1
29.0
5.1
5.1
5.1
29.2
5.1
5.1
5.1
29.4
5.2
5.2
5.2
NCSR 1700
29.6
5.2
5.2
5.2
29.8
5.2
5.2
5.2
30.0
5.2
5.2
5.2
30.2
5.2
5.2
5.2
11
30.4
5.2
5.2
5.2
30.6
5.2
5.2
5.2
30.8
5.2
5.2
5.2
31.0
5.3
5.2
5.2
31.2
5.3
5.2
5.2
31.4
5.3
5.2
5.2
31.6
5.3
5.2
5.2
31.8
5.3
5.2
5.2
32.0
5.3
5.2
5.3
32.2
5.3
5.3
5.3
32.4
5.3
5.3
5.3
NC 42
32.6
5.3
5.3
5.3
32.8
5.3
5.3
5.3

Q
RvrDellFrms
33.0
5.3
5.3
5.3 -
33.2
5.3
5.2
5.3
33.4
5.3
5.2
5.3
33.6
5.3
5.2
5.2
33.8
5.3
5.2
5.2
34.0
5.3
5.2
5.2
34.2
5.3
5.2
5.2
34.4
5.2
5.1
5.2
34.6
5.2
5.1
5.2
Southmark
34.8
5.2
5.1
5.2
35.0
5.2
5.1
5.2
35.2
5.2
5.1
5.1
35.4
5.2
5.1
5.1
35.6
5.2
5.1
5.1
35.8
5.2
5.1
5.1
36.0
5.2
5.0
5.1
36.2
5.2
5.0
5.1
36.4
5.2
5.0
5.1
36.6
5.1
5.0
5.1
36.8
5.1
5.0
5.1
37.0
5.1
5.0
5.1
37.2
5.1
5.0
5.1
37.4
5.1
5.0
5.1 '
37.6
5.1
5.0
5.0
37.8
5.1
5.0
5.0
38.0
5.1
5.0
5.0
NCSR 1908
38.2
5.1
5.0
5.0
38.4
5.1
5.0
5.1
38.6
5.2
5.0
5.1
38.8
5.2
5.0
5.1
39.0
5.2
5.1
5.1
39.2
5.2
5.1
5:2
39.4
5.3
5.1
5.2
39.6
5.3
5.1
5.2
39.8
5.3
5.2
5.2
40.0
5.3
5.2
5.3
40.2
5.4
5.2
5.3
40.4
5.4
5.2
5.3
40.6
5.4
5.3
5.3
40.8
5.4
5.3
5.4
41.0
5.4'
5.3
5.4
3 mi down
41.2
5.5
5.3
5.4
41.4
5.5
5.3
5.4
41.6
5.5
5.4
5.4
41.8
5.5
5.4
5.5
42.0
5.5
5.4
5.5
42.2
5.6
5.4
5.5
42.4
5.6
5.4
5.5
42.6
5.6
5.5
5.5
42.8
5.6
5.5
5.6
43.0
5.6
5.5
5.6
43.2
5.6
5.5
5.6
43.4
5.7
5.5
5.6
43.6
5.7
5.6
5.6
43.8
5.7
5.6
5.6
NCSR 1900/70A
44.0
5.7
5.6
5.7

1
44.2
5.7
5.6
5.7
44.4
5.7
5.6
5.7
44.6
5.8
5.6
5.7
44.8
5.8
5.7
5.7
45.0
5.8
5.7
5.7
45.2
5.8
5.7
5.7
45.4
5.8
5.7
5.8
45.6
5.8
5.7
5.8
45.8
5.8
5.7
5.8
46.0
5.9
5.7
5.8
46.2
5.9
5.8
5.8
46.4
5.9
5.8
5.8
46.6
5.9
5.8
5.8
Poplar Ck
46.8
5.9
5.8
5.9
47.0
5.9
5.8
5.9
47.2
5.9
.5.8
5.9
Smthfld Wd
47.4
6.0
5.8
5.9
47.6
6.0
5.9
5.9
Burlington
47.8
6.0
5.9
.5.9
US 70
48.0
6.0
5.9
5.9

D.O. Concentrations at Permitted Loads in the Neuse River from Smithfield to Streets Ferry with and without Clayton
WWTP Under Two Wasteload Scenarios
Without Clayton Clayton at 10 mg/l BODS and 4 mg/l Clayton at Advanced Tertiary Limits
NH3-N I ck VA Ov) 2 .7 H GO
7.0
6.5
6.0
5.5
c
en
5.0
O
L1
4.5
4.0
3.5
3.0
0.00
10.00 20.00 30.00 40.00 50.00 60 70.00 80.00 90.00 100.00 110.00 120.00 130.00
Distance (miles)

Station Milept
Location
---------- ------
0.00
hwy 70 0.40
0.80
1.20
Central Johnst 1.60
2.00
Swift Creek 2.40
2.80
3.20
3.60
4.00
Black Creek 4.40
4.80
5.20
5.60
6.00
6.40
6.80
7.20
7.60
8.00
Miry Branch 8.40
8.80
9.20
9.60
10.00
10.40
10.80
11.20
11.60
12.00
UT)COWBONE) 12.40
12.80
13.20
13.60
14.00
14.40
Contour 90 ft 14.80
15.20
15.60
16.00
16.40
16.80
2.4 mile down 17.20
17.60
18.00
18.40
18.80
19.20
Contour 85 ft 19.60
20.00
20.40
20.80
DO
DO
DO
(mg/1)
(mg/1)
(mg/1)
w/o
104
5_2
5.9
5.9
5.9
5.9
5.8
5.9
5.9
5.8
5.8
5.8
5.7
5.7
5.7
5.6
5.7
5.8
5.6
5.7
5.7
5.6
5.6
5.7
5.6
5.6
5.7
5.5
5.6
5.6
5.5
5.6
5.6
5.5
5.5
5.6
5.5
5.5
5.6
5.4
5.5
5.5
5.4
5.5
5.5
5.4
5.4
5.5
5.4
5.4
5.5
5.4
5.4
5.5
5.3
5.4
5.4
5.3
5.4
5.4
5.3
5.4
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.2
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.3
5.4
5.3
5.4
5.4
5.3
5.4
5.4
5.3
5.4
5.4
5.3
5.4

21.20
5.4
5.3
5.4
21.60
5.4
5.3
5.4
22.00
5.4
5.4
5.4
22.40
5.4
5.4
5.4
Contour 80 ft
22.80
5.4
5.4
5.4
23.20
5.4
5.4
5.4
23.60
5.4
5.4
5.4
24.00
5.4
5.4
5.4
24.40
5.5
5.4
5.4
Bawdy Creek
24.80
5.5
5.4
5.4
25.20
5.4
5.4
5.4
25.60
5.4
5.4
5.4
26.00
5.4
5.4
5.4
NCSR 1201
26.40
5.4
5.4
5.4
26.80
5.4
5.3
5.4
27.20
5.4
5.3
5.4
27.60
5.4
5.3
5.3
28.00
5.3
5.3
5.3
28.40
5.3
5.3
5.3
Raccoon Swmp
28.80
5.3
5.3
5.3
29.20
5.3
5.3
5.3
Mill Creek
29.60
5.3
5.3
5.3
30.00
5.3
5.3
5.3
30.4.0
5.3
5.3
5.3
30.80
5.3
5.2
5.3
Moccasin Creek
31.20
5.3
5.2
5.3
31.60
5.3
5.2
5.3
NCSR 1224
32.00
5.3
5.2
5.3
Falling Creek
32.40
5.3
5.2
5.2
32.80
5.2
5.2
5.2
33.20
5.2
5.2
5.2
33.60
5.2
5.2
5.2
34.00
5.2
5.2
5.2
34.40
5.2
5.2
5.2
34.80
5.2
5.2
5.2
35.20
5.2
5.2
5.2
35.60
5.2
5.1
5.2
Beaverdam Ck
36.00
5.2
5.1
5.1
CP & L
36.40
5.1
5.1
5.1
36.80
5.1
5.1
5.1
37.20
5.1
5.1
5.1
37.60
5.1
5.1
5.1
38.00
5.1
5.1
5.1
38.40
5.1
5.1
5.1
38.80
5.1
5.1
5.1
39.20
5.1
5.1
5.1
39.60
5.1
5.1
5.1
40.00
5.1
5.1
5.1
Contour 60 ft
40.40
5.1
5.1
5.1
DAM
40.80
5.1
5.1
5.1
41.20
5.1
5.1
5.1
NCSR 1008
41.60
5.1
5.1
5.1
42.00
5.2
5.1
5.2
42.40
5.2
5.1
5.2
42.80
5.2
5.2
5.2
43.20
5.2
5.2
5.2

43.60
5.2
5.2
5.2
44.00
5.2
5.2
5.2
44.40
5.2
5.2
5.2
44.80
5.3
5.2
5.3
45.20
5.3
5.3
5.3
45.60
5.3
5.3
5.3
46.00
5.3
5.3
5.3
46.40
5.3
5.3
5.3
46.80
5.3
5.3
5.3
47.20
5.3
5.3
5.3
47.60
5.4
5.3
5.4
Goldsboro Intk
48.00
5.4
5.4
5.4
Little River
48.40
5.4
5.4
5.4
48.80
5.4
5.4
5.4
49.20
5.4
5.4
5.4
49.60
5.4
5.4
5.4
50.00
5.4
5.4
5.4
Bawdy Creek
50.40
5.5
5.4
5.5
50.80
5.5
5.4
5.5
51.20
5.5
5.5
5.5
US 117
51.60
5.5
5.5
5.5
Genoa
52.00
5.6
5.6
5.6
WEBBERS
52.40
5.7
5.7
5.7
Celotex
52.80
5.8
5.7
5.8
53.20
5.8
5.8
5.8
Goldsboro WWTF
53.60
5.9
5.8
5.9
54.00
5.9
5.9
5.9
54.40
5.9
5.9
5.9
54.80
5.9
5.9
5.9
55.20
5.9
5.9
5.9
55.60
5.9
5.9
5.9
56.00
6.0
6.0
6.0
56.40
6.0
6.0
6.0
56.80
6.0
6.0
6.0
57.20
6.0
6.0
6.0
57.60
6.0
6.0
6.0
58
6.0
6.0
6.0
58.4
6.0
6.0
6.0
58.8
6.1
6.0
6.1
59.2
6.1
6.1
6.1
59.6
6.1
6.1
6.1
60
6.1
6.1
6.1
60.4
6.1
6.1
6.1
60.8
6.1
6.1
6.1
61.2
6.1
6.1
6.1
61.6
6.1
6.1
6.1
62
6.1
6.1
6.1
62.4
6.1
6.1
6.1
62.8
6.2
6.2
6.2
63.2
6.2
6.2
6.2
Cabin Branch
63.6
6.2
6.2
6.2
64.00
6.2
6.2
6.2
64.40
6.2
6.2
6.2 .
64.80
6.2
6.2
6.2
65.20
6.2
6.2
6.2
NC 111
65.60
6.2
6.2
6.2

66.00
6.2
6.2
6.2
66.40
6.2
6.2
6.2
66.80
6.2
6.2
6.2
67.20
6.2
6.2
6.2
12 m
67.60
6.2
6.2
6.2
68.00
6.3
6.2
6.3
68.40
6.3
6.3
6.3
68.80
6.3
6.3
6.3
69.20
6.3
6.3
6.3
69.60
6.3
6.3
6.3
Walnut Creek
70.00
6.3
6.3
6.3
70.40
6.3
6.3
6.3
70.80
6.3
6.3
6.3
71.20
6.3
6.3
6.3.
71.60
6.3
6.3
6.3
72.00
6.3
6.3
6.3
72.40
6.3
6.3
6.3
CP&L
72.80
6.3
6.3
6.3
73.20
6.3
6.3
6.3
73.60
6.3
6.3
6.3
NCSR 1731
74.00
6.3
6.3
6.3
74.40
6.3
6.3
6.3
74.80
6.3
6.3
6.3
75.20
6.3
6.3
6.3
Swamp Starts
75.60
6.3
6.3
6.3
76.00
6.3
6.3
6.3
76.40
6.3
6.2
6.3
76.80
6.2
6.2
6.2
77.20
6.2
6.2
6.2
77.60
6.2
6.2
6.2
78.00
6.1
6.1
6.1
78.40
6.1
6.1
6.1
78.80
6.1
6.1
6.1
Bear Creek
79.20
6.1
6.1
6.1
79.60
6.1
6.1
6.1
80.00
6.1
6.1
6.1
NCSR 1002
80.40
6.0
6.0
6.0
80.80
6.0
6.0
6.0
81.20
6.0
6.0
6.0
81.60
6.0
6.0
6.0
82.00
6.0
6.0
6.0
82.40
6.0
6.0
6.0
82.80
6.0
6.0
6.0
83.20
6.0
6.0
6.0
83.60
5.9
5.9
5.9
84.00
5.9
5.9
5.9
84.40
5.9
5.9
5.9
84.80
5.9
5.9
5.9
85.20
5.9
5.9
5.9
85.60
5.9
5.9
5.9
86.00
5.9
5.9
5.9
86.40
5.9
5.9
5.9
86.80
5.9
5.9
5.9
Whitleys Ck
87.20
5.9
5.9
5.9
87.60
5.9
5.9
5.9
88.00
5.9
5.9
5.9

88.40
5.9
5.9
5.9
88.80
5.9
5.9
5.9
89.20
5.9
5.9
5.9
89.60
5.9
5.9
5.9
90.00
5.9
5.9
5.9
90.40
5.9
5.9
5.9
90.80
5.8.
5.9
5.9
Falling Ck
91.20
5.9
5.9
5.9
91.60
5.9
5.9
5.9
92.00
-5.9
5.9
5.9
92.40
5.9
5.9
5.9
92.80
5.8
5.9
5.9
93.20
5.8
5.9
5.9
93.60
5.8
5.9
5.9
94.00
5.8
5.8
5.9
94.40
5.8
5.8
5.9
US 70/258
94.80
5.8
5.8
5.8
95.20
5.8
5.8
5.8
95.60
5.8
5.8
5.8
96.00
5.8
5.8
5.8
96.40
5.8
5.8
5.8
96.80
5.8
5.8
5.8
97.20
5.8
5.8
5.8
97.60
5.7
5.7
5.7
98.00
5.7
5.7
5.7
98.40
5.7
5.7
5.7
NC 58
98.80
5.7
5.7
5.7
99.20
5.7
5.7
5.7
99.60
5.7
5.7
5.7
#####
5.5
5.5
5.5
Kinston Peach
#####
5.5
5.5
5.5
#####
5.4
5.4
5.4
#####
5.4
5.4
5.4
#####
5.3
5.3
5.3
#####
5.3
5.3
5.3
#####
5.2
5.2
5.2
#####
5.2
5.2
5.2
#####
5.1
5.2
5.2
#####
5.1
5.1
5.1
#####
5.1
5.1
5.1
SW Ck
#####
5.0
5.1
5.1
#####
5.0
5.0
5.0
#####
5.0
5.0
5.0
#####
5.0
5.0
5.0
#####
4.9
4.9
4.9
Kinston North
#####
4.9
4.9
4.9
#####
4.9
4.9
4.9
#####
4.8
4.8
4.8
#####
4.8
4.8
4.8
#####
4.8
4.8
4.8
#####
4.7
4.7
4.7
#####
4.7
4.7
4.7
Stonyton
#####
4.7
4.7
4.7
#####
4.6
4.6
4.6
#####
4.6
4.6
4.6
E.I DUPONT
#####
4.6
4.6
4.6

#####
3.7
3.7
3.7
#####
3.8
3.8
3.8
#####
3.8
3.8
3.8
#####
3.9
3.9
3.9
#####
4.0
4.0
4.0
W. Craven #####
4.1
4.1
4.1
#####
4.1
4.1
4.2
#####
4.2
4.2
4.2
NCSR 1400 #####
4.3
4.3
4.3

#####
4.5
4.5
4.5
#####
4.5
4.5
4.5
#####
4.5
4.5
4.5
#####
4.5
4.5
4.5
#####
4.5
4.5
4.5
#####
4.5
4.5
4.5
#####
4.5
4.5
4.5
#####
4.4
4.5
4.5
Moseley Ck
#####
4.4
4.4
4.5
#####
4.4
4.4
4.4
#####
4.4
4.4
4.4
#####
4.4
4.4
4.4
Contentnea
#####
4.1
4.1
4.1
#####
4.1
4.1
4.1
#####
4.1
4.1
4.1
#####
4.1
4.1
4.1
#####
4.1
4.1
4.2
#####
4.1
4.2
4.2
#####
4.1
4.2
4.2
#####
4.2
4.2
4.2
#####
4.2
4.2
4.2
#####
4.2
4.2
4.2
#####
4.2
4.2
4.2
#####
4.2
4.2
4.2
#####
4.2
4.2
4.2
NCSR 1470
#####
4.2
4.2
4.2
#####
4.2
4.2
4.2
#####
4.0
4.1
4.1
#####
3.9
3.9
3.9
#####
3.8
3.8
3.8
#####
3.7
3.7
3.7
Core Ck
#####
3.6
3.6
3.6
#####
3.6
3.6
3.6
#####
3.5
3.6
3.6
#####
3.5
3.5
3.5
#####
3.5
3.5
3.5
#####
3.5
3.5
3.5
Moseley Harric-
#####
3.5
3.5
3.5
#####
3.4
3.5
3.5
#####
3.4
3.5
3.5
#####
3.4
3.5
3.5
#####
3.4
3.4
3.5
#####
3.4
3.4
3.5
#####
3.4
3.5
3.5
#####
3.4
3.5
3.5
#####
3.5
3.5
3.5
#####
3.5
3.5
3.5
Contour 5 ft
#####
3.5
3.5
3.5
#####
3.5
3.5
3.5
#####
3.5
3.5
3.5
#####
3.5
3.5
3.5
#####
3.5
3.5
3.5
#####
3.5
3.5
3.6
#####
3.5
3.6
3.6
#####
3.6
3.6
3.6
#####
3.6
3.6
3.6

TITLE01
TITLE02
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLEI2
TITLEI3 YES
TITLEI4 NO
TITLEI5 NO
ENDTITLE
NO LIST DATA INPUT
NO WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL X-SECTIONS
NO PRINT LCD/SOLAR DATA
NO PLOT DO AND BOD
FIXED DNSTM CONC (YES=1)= 0
INPUT METRIC (YES=1) - 0
NUMBER OF REACHES - 19
NUM OF HEADWATERS 1
TIME STEP (HOURS) _
MAXIMUM ROUTE TIME (HRS)= 30.
LATITUDE OF BASIN (DEG) = 36.00
STANDARD MERIDIAN (DEG) = 75.0
EVAP. COEF..(AE) = 0.0006800
ELEV. OF BASIN (ELEV) = 260.0
ENDATAI
0 UPTAKE BY NH3 OXID(MG O/MG N)= 3.500
0 PROD BY ALGAE (MG O/MG A) = 1.600
N CONTENT OF ALGAE (MG N/MG A) = 0.085
ALG MAX SPEC GROWTH RATE(1/DAY)= 1.307
N HALF SATURATION CONST (MG/L)= 0.200
LIN ALG SHADE CO (1/H-UGCHA/L) = 0.0027
LIGHT FUNCTION OPTION (LFNOPT) = 1.0
DAILY AVERAGING OPTION(LAVOPT) = 2.0
NUMBER OF DAYLIGHT HOURS (DLH) = 11.2
ALGY GROWTH CALC OPTION(LGROPT)= 1.0
ALG/TEMP SOLAR RAD FACT(TFACT) = 0.450
ENDATAlA
ENDATAlB
STREAM REACH 1 RCH=FALLS-BURL/HWY 1
STREAM REACH 2 RCH=HWY1-SMITH CRK
STREAM REACH 3 RCH=SMITH CK-HWY401
STREAM REACH 4 RCH=HWY401-SR2215
STREAM REACH 5 RCH-SR2215-RIVERBEN
STREAM REACH 6 RCH=RIVERBEND-MILS
STREAM REACH 7 RCH=MILE DAM-CRABTR
STREAM REACH 8 RCH=CRABTREE-SR1007
STREAM REACH 9 RCH=SR1007-SR2555
STREAM REACH 10 RCH=SR2555-POPLAR
STREAM REACH 11 RCH=POPLAR-SR2509
STREAM REACH 12 RCH=SR2509-MARKS C
STREAM REACH 13 RCH=MARKS C-SR1700
STREAM REACH 14 RCH=SR1700-HWY42
STREAM REACH 15 RCH=HWY42-STHMRK
STREAM REACH 16 RCH-STHMRK-SR1908
STREAM REACH 17 RCH=SR1908-3 MI DOWN
STREAM REACH 18 RCH=3 MI DOWN-HWY70A
STREAM REACH 19 RCH=HWY70A-HWY70
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 18
FLAG FIELD RCH= 2 5
FLAG FIELD RCH= 3 16
FLAG FIELD RCH= 4 15
FLAG FIELD RCH= 5 8
FLAG FIELD RCH= 6 13
FLAG FIELD RCH= 7 13
FLAG FIELD RCH= 8 5
FLAG FIELD RCH= 9 14
FLAG FIELD RCH= 10 10
FLAG FIELD RCH= 11 11
FLAG FIELD RCH= 12 15
FLAG FIELD RCH= 13 6
NEUSE RIVER
FLLS-SMTHFLD/PRMTDLOADS/CLAYTON 10&4/7010
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND IN MG/L
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N; NITRATE
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
PHENOLS IN UG/L (BURLINGTON IND WLA)
-N)
5D-ULT BOD CONV K COEF =
0.23
OUTPUT METRIC (YES=1) =
0
NUMBER OF JUNCTIONS =
0
NUMBER OF POINT LOADS =
32
LNTH COMP ELEMENT (DX)=
0.2
TIME INC. FOR RPT2 (HRS)=
LONGITUDE OF BASIN (DEG)=
78.6
DAY OF YEAR START TIME =
248.0
EVAP. COEF..(BE) =
0.0002700
DUST ATTENUATION COEF. =
0.130
0 UPTAKE BY NO2 OXID(MG O/MG N)= 1.200
0 UPTAKE BY ALGAE (MG O/MG A) = 2.000
P CONTENT OF ALGAE (MG P/MG A) = 0.012
ALGAE RESPIRATION RATE (1/DAY) = 0.150
P HALF SATURATION CONST (MG/L)= 0.030
NLIN SHADE (1/H-(UGCHA/L)**2/3)= 0.0165
LIGHT SATURATION COEFF(INT/MIN)= 0.030
LIGHT AVERAGING FACTOR(AFACT) = 0.920
TOTAL DAILY SOLAR RADTN (INT) = 1400.0
ALGAL PREF FOR NH3-N (PREFN) = 0.500
NITRIFICATION INHIBITION COEF = 10.00
FROM
47.8
TO
44.2
FROM
44.2
TO
43.2
FROM
43.2
TO
40.4
FROM
40.4
TO
37.4
FROM
37.4
TO
35.8
FROM
35.8
TO
33.2
FROM
33.2
TO
30.6
FROM
30.6
TO
29.6
FROM
29.6
TO
26.8
FROM
26.8
TO
24.8
FROM
24.8
TO
22.6
FROM
22.6
TO
19.6
FROM
19.6
TO
18.4
FROM
18.4
TO
15.4
FROM
15.4
TO
13.2
FROM
13.2
TO
9.8
FROM
9.8
TO
6.8
FROM
6.8
TO
4.0
FROM
4.0
TO
0.0
1 6 6 2 2 2 6 6 2 2 2 2 2 2 2 2 7 6
2 2 2 6 6
2 6 2 2 2 2 2 2 2 6 2 2 2 2 2 6
2 2 6 2 2 2 2 2 6 2 2 6 2 2 6
2 6 2 2 2 2 2 6
2 2 2 2 6 2 2 2 2 2 2 6 2
2 2 2 2 2 2 2 6 2 2 2 2 6
2 2 2 2 6
6 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2
6 2 2 2 2 6 2 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

FLAG FIELD RCH= 14 15 2 2 2 6 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 6 2 2 2 2 2 2 2 2 6
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 17 15 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 18 14 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 19 20 2 2 2 2 2 2 2 2 2 2 2 2 2 6 2 2 7 2 6 5
ENDATA4
HYDRAULICS RCH= 1 6.0 0.057 0.525 0.294 0.375 0.033
HYDRAULICS RCH= 2 6.0 0.037 0.583 0.269 0.416 0.033
HYDRAULICS RCH= 3 6.0 0.062 0.500 0.327 0.384 0.033
HYDRAULICS RCH= 4 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 5 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 6 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 7 6.0 0.018 0.650 0.559 0.350 0.033
HYDRAULICS RCH= 8 6.0 0.015 0.650 0.623 0.350 0.033
HYDRAULICS RCH= 9 6.0 0.020 0.773 0.567 0.227 0.033
HYDRAULICS RCH= 10 6.0 0.112 0.396 0.280 0.366 0.033
HYDRAULICS RCH= 11 6.0 0.112 0.396 0.280 0.366 0.033
HYDRAULICS RCH= 12 6.0 0.024 0.679 0.562 0.221 0.033
HYDRAULICS RCH= 13 6.0 0.024 0.679 0.562 0.221 0.033
HYDRAULICS RCH= 14 6.0 0.139 0.311 0.120 0.539 0.033
HYDRAULICS RCH= 15 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 16 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 17 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 18 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 19 6.0 0.033 0.600 0.407 0.300 0.033
ENDATA5
ENDATASA
REACT COEF RCH= 1 0.15 0.0 0.07 7 1.2 0.2313 0.3437
REACT COEF RCH= 2 0.15 0.0 0.07 7 1.2 0.2356 0.3397
REACT COEF RCH= 3 0.15 0.0 0.07 7 1.2 0.2650 0.3081
REACT COEF RCH= 4 0.15 0.0 0.07 7 1.2 0.26500 0.3081
REACT COEF RCH= 5 0.15 0.0 0.07 7 0.8 0.03060 0.7808
REACT COEF RCH= 6 0.15 0.0 0.07 7 0.6 0.03060 0.7808
REACT COEF RCH= 7 0.15 0.0 0.07 7 1.5 0.03060 0.7808
REACT COEF RCH= 8 0.15 0.0 0.07 7 1.5 0.03899 0.7031
REACT COEF RCH= 9 0.15 0.0 0.07 7 1.5 0.03779 0.7021
REACT COEF RCH= 10 0.40 0.0 0.07 7 1.5 0.03770 0.7020
REACT COEF RCH= 11 0.40 0.0 0.07 7 2.5 0.00002 2.1629
REACT COEF RCH= 12 0.40 0.0 0.07 7 2.5 0.00002 2.0132
REACT COEF RCH= 13 0.40 0.0 0.07 7 2.5 0.00003 2.0637
REACT COEF RCH= 14 0.40 0.0 0.07 7 2.0 0.00017 1.7019
REACT COEF RCH= 15 0.30 0.0 0.07 7 1.5 9576.6-1.5901
REACT COEF RCH= 16 0.30 0.0 0.07 7 1.5 9576.6-1.5901
REACT COEF RCH= 17 0.20 0.0 0.07 7 2.0 14.680-0.3617
REACT COEF RCH= 18 0.20 0.0 0.07 7 2.0 14.680-0.3617
REACT COEF RCH= 19 0.20 0.0 0.07 7 2.0 14.270-0.3573
ENDATA6
N AND P COEF RCH= 1 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 2 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 3 .020• .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 4 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 5 .020 .o5 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 6 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 7 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 8 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 9 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 10 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 11 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 12 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 13 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 14 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 15 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 16 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 17 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 18 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 19 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
ENDATA6A
ALG/OTHER COEF RCH= 1
ALG/OTHER COEF RCH= 2
ALG/OTHER COEF RCH= 3
ALG/OTHER COEF RCH= 4
ALG/OTHER COEF RCH= 5
ALG/OTHER COEF RCH= 6
ALG/OTHER COEF RCH= 7
ALG/OTHER COEF RCH= 8
ALG/OTHER COEF RCH= 9
ALG/OTHER COEF RCH= 10
ALG/OTHER COEF RCH= 11
ALG/OTHER COEF RCH= 12
ALG/OTHER COEF RCH= 13

ALG/OTHER COEF
RCH=
14
ALG/OTHER COEF
RCH=
15
ALG/OTHER COEF
RCH=
16
ALG/OTHER COEF
RCH=
17
ALG/OTHER COEF
RCH=
18
ALG/OTHER COEF
RCH=
19
ENDATA6B
INITIAL COND-1
RCH=
1
82.7
INITIAL COND-1
RCH=
2
82.7
INITIAL COND-1
RCH=
3
82.7
INITIAL COND-1
RCH=
4
82.7
INITIAL COND-1
RCH=
5
82.7
INITIAL COND-1
RCH=
6
82.7
INITIAL COND-1
RCH=
7
82.7
INITIAL COND-1
RCH=
8
82.7
INITIAL COND-1
RCH=
9
82.7
INITIAL COND-1
RCH=
10
82.7
INITIAL COND-1
RCH=
11
82.7
INITIAL COND-1
RCH=
12
82.7
INITIAL COND-1
RCH=
13
82.7
INITIAL COND-1
RCH=
14
82.7
INITIAL COND-1
RCH=
15
82.7
INITIAL COND-1
RCH=
16
82.7
INITIAL COND-1
RCH=
17
82.7
INITIAL COND-1
RCH=
18
82.7
INITIAL COND-1
RCH=
19
82.7
ENDATA7
INITIAL COND-2
RCH=
1
INITIAL COND-2
RCH=
2
INITIAL COND-2
RCH=
3
INITIAL COND-2
RCH=
4
INITIAL COND-2
RCH=
5
INITIAL COND-2
RCH=
6
INITIAL COND-2
RCH=
7
INITIAL COND-2
RCH=
8
INITIAL COND-2
RCH=
9
INITIAL COND-2
RCH=
10
INITIAL COND-2
RCH=
11
INITIAL COND-2
RCH=
12
INITIAL COND-2
RCH=
13
INITIAL COND-2
RCH=
14
INITIAL COND-2
RCH=
15
INITIAL COND-2
RCH=
16
INITIAL COND-2
RCH=
17
INITIAL COND-2
RCH=
18
INITIAL COND-2
RCH=
19
ENDATA7A
INCR INFLOW-1
RCHa
1
0.61
82.7
7.0 3.24
INCR INFLOW-1
RCH=
2
0.17
82.7
7.0 3.24
INCR INFLOW-1
RCH=
3
0.54
82.7
7.0 3.24
INCR INFLOW-1
RCH=
4
0.84
82.7
7.0 3.24
INCR INFLOW-1
RCH=
5
1.01
82.7
7.0 3.24
INCR INFLOW-1
RCH=
6
1.65
82.7
7.0 3.24
INCR INFLOW-1
RCH=
7
1.17
82.7
7.0 3.24
INCR INFLOW-1
RCH=
8
0.45
82.7
7.0 3.24
INCR INFLOW-1
RCH=
9
1.26
82.7
7.0 3.24
INCR INFLOW-1
RCH=
10
0.90
82.7
7.0 3.24
INCR INFLOW-1
RCH=
11
0.85
82.7
7.0 3.24
INCR INFLOW-1
RCH=
12
1.16
82.7
7.0 3.24
INCR INFLOW-1
RCH=
13
0.34
82.7
7.0 3.24
INCR INFLOW-1
RCH=
14
0.86
82.7
7.0 3.24
INCR INFLOW-1
RCH=
15
0.63
82.7
7.0 3.24
INCR INFLOW-1
RCH=
16
0.97
82.7
7.0 3.24
INCR INFLOW-1
RCH=
17
1.05
82.7
7.0 3.24
INCR INFLOW-1
RCH=
18
0.98
82.7
7.0 3.24
INCR INFLOW-1
RCHa
19
1.40
82.7
7.0 3.24
ENDATA8
INCR INFLOW-2
RCH=
1
0.25
0.04
INCR INFLOW-2
RCH=
2
0.25
0.04
INCR INFLOW-2
RCH=
3
0.25
0.04
INCR INFLOW-2
RCH=
4
0.25
0.04
INCR INFLOW-2
RCH=
5
0.25
0.04
INCR INFLOW-2
RCH=
6
0.25
0.04
INCR INFLOW-2
RCH=
7
0.25
0.04
INCR INFLOW-2
RCH=
8
0.25
0.04
INCR INFLOW-2
RCH=
9
0.25
0.04
INCR INFLOW-2
RCH=
10
0.25
0.04
INCR INFLOW-2
RCH=
11
0.25
0.04
INCR INFLOW-2
RCH=
12
0.25
0.04
INCR INFLOW-2
RCH=
13
0.25
0.04
INCR INFLOW-2
RCH=
14
0.25
0.04

INCR INFLOW-2
RCH= 15
0.25
0.04
INCR INFLOW-2
RCH=
16
0.25
0.04
INCR INFLOW-2
RCH=
17
0.25
0.04
INCR INFLOW-2
RCH=
18
0.25
0.04
INCR INFLOW-2
RCH=
19
0.25
0.04
ENDATA8A
ENDATA9
HEADWTR-1
HDW=
1
FALLS DAM
100.00
82.7
7.0
4.8
ENDATA10
HEADWTR-2
HDW=
1
0.34
.15
.06
ENDATA10A
POINTLD-1
PTL=
1
FALLS UTILIT
0.04
81.5
6.0
7.5
POINTLD-1
PTL=
2
RIVERMILLS
0.031
71.2
0.0
45.0
POINTLD-1
PTL=
3
WAKEFIELD FA
1.55
71.2
6.0
7.5
POINTLD-1
PTL=
4
RICHLAND CK
1.96
82.7
8.2
2.6
POINTLD-1
PTL=
5
BURL IND WT
-7.8
82.7
6.3
0.0
POINTLD-1
PTL=
6
BURLIN IND
7.8
87.4
0.0
18.0
POINTLD-1
PTL=
7
WAKE FOREST
9.3
79.0
5.0
7.5
POINTLD-1
PTL=
8
SMITH CK
3.16
82.7
7.5
4.8
POINTLD-1
PTL=
9
TOMS CR
0.66
82.7
7.3
4.43
POINTLD-1
PTL=
10
PERRY CR
1.65
82.7
7.5
5.8
POINTLD-1
PTL=
11
WAKE HIGH MD
0.054
73.0
6.0
45.0
POINTLD-1
PTL=
12
NEUSE CROSSI
0.47
70.9
6.0
7.5
POINTLD-1
PTL=
13
R.L. BRADSHE
POINTLD-1
PTL=
14
HARRIS CR
2.63
82.7
7.0
3.0
POINTLD-1
PTL=
15
UNIPROP
0.065
68.5
6.8
7.5
POINTLD-1
PTL=
16
RIVER LANDIN
0.078
69.3
0.0
45.0
POINTLD-1
PTL=
17
RIVER BEND
0.040
69.3
0.0
45.0
POINTLD-1
PTL=
18
HIDDENCOVE
0.054
74.7
0.0
45.0
POINTLD-1
PTL=
19
CAC BEACHW00
0.155
71.2
0.0
45.0
POINTLD-1
PTL=
20
BARCLAY DWNS
0.054
74.7
0.0
45.0
POINTLD-1
PTL=
21
CRABTREE CR
20.43
82.7
7.5
3.4
POINTLD-1
PTL=
22
RIVERVIEW
0.054
75.2
5.0
15.0
POINTLD-1
PTL=
23
WALNUT CR
6.44
82.7
7.8
3.4
POINTLD-1
PTL=
24
POPLAR CR
1.23
82.7
5.8
8.7
POINTLD-1
PTL=
25
RALEIGH WWTP
93.00
79.2
5.0
7.5
POINTLD-1
PTL=
26
MARKS CR
3.5
82.7
7.4
4.0
POINTLD-1
PTL=
27
CLAYTON (PR)
3.00
79.2
0.0
21.7
POINTLD-1
PTL=
28
RIVER DELL F
1.16
77.0
6.0
7.5
POINTLD-1
PTL=
29
SOUTHMARK
0.31
77.0
5.0
7.5
POINTLD-1
PTL=
30
POPLAR BR
1.61
82.7
8.2
2.0
POINTLD-1
PTL=
31
SMITH WITHD
-9.3
61.7
0.0
0.0
POINTLD-1
PTL=
32
BUFFLO W/ BU
0.014
71.0
0
2.0
ENDATAII
POINTLD-2
PTL=
1
2.0
2.0
POINTLD-2
PTL=
2
10.0
20.0
POINTLD-2
PTL=
3
2.0
2.0
POINTLD-2
PTL=
4
0.26
0.05
POINTLD-2
PTL=
5
POINTLD-2
PTL=
6
2.0
4.0
POINTLD-2
PTL=
7
2.0
2.0
POINTLD-2
PTL=
8
1.3
6.45
POINTLD-2
PTL=
9
0.22
0.09
POINTLD-2
PTL=
10
0.4
0.15
POINTLD-2
PTL=
11
8.0
16.0
POINTLD-2
PTL=
12
2.00
2.00
POINTLD-2
PTL=
13
POINTLD-2
PTL=
14
0.27
0.51
POINTLD-2
PTL=
15
2.00
2.00
POINTLD-2
PTL=
16
10.0
20.0
POINTLD-2
PTL=
17
10.0
20.0
POINTLD-2
PTL=
18
10.0
20.0
POINTLD-2
PTL=
19
10.0
20.0
POINTLD-2
PTL=
20
10.0
20.0
POINTLD-2
PTL=
21
0.25
0.09
POINTLD-2
PTL=
22
2.00
4.0
POINTLD-2
PTL=
23
0.25
0.06
POINTLD-2
PTL=
24
0.29
3.60
POINTLD-1
PTL=
25
2.00
2.00
POINTLD-1
PTL=
26
0.27
0.04
POINTLD-2
PTL=
27
4.00
8.00
POINTLD-2
PTL=
28
2.00
2.00
POINTLD-2
PTL=
29
2.00
2.00
POINTLD-2
PTL=
30
0.11
0.22
POINTLD-2
PTL=
31
POINTLD-2
PTL=
32
0.24
0.22
ENDATAIIA
DAM DATA
DAM= 1 7
76
1.1
1.3
1.0
3.0
ENDATA12
ENDATA13
ENDATA13A

C L T 41� Ao,-t
TITLE01
TITLE02
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLEII YES
TITLEI2
TITLEI3 YES
TITLEI4 NO
TITLEI5 NO
ENDTITLE
NO LIST DATA INPUT
NO WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL X-SECTIONS
NO PRINT LCD/SOLAR DATA
NO PLOT DO AND BOD
FIXED DNSTM CONC (YES=1)= 0
INPUT METRIC (YES-1) 0
NUMBER OF REACHES = 19
NUM OF HEADWATERS - 1
TIME STEP (HOURS) _
MAXIMUM ROUTE TIME (HRS)= 30.
LATITUDE OF BASIN (DEG) = 36.00
STANDARD MERIDIAN (DEG) = 75.0
EVAP. COEF..(AE) = 0.0006800
ELEV. OF BASIN (ELEV) - 260.0
ENDATAI
0 UPTAKE BY NH3 OXID(MG O/MG N)= 3.500
0 PROD BY ALGAE (MG O/MG A) = 1.600
N CONTENT OF ALGAE (MG N/MG A) = 0.085
ALG MAX SPEC GROWTH RATE(1/DAY)= 1.307
N HALF SATURATION CONST (MG/L)= 0.200
LIN ALG SHADE CO (1/H-UGCHA/L) = 0.0027
LIGHT FUNCTION OPTION (LFNOPT) = 1.0
DAILY AVERAGING OPTION(LAVOPT) = 2.0
NUMBER OF DAYLIGHT HOURS (DLH) = 11.2
ALGY GROWTH CALC OPTION(LGROPT)= 1.0
ALG/TEMP SOLAR RAD FACT(TFACT) = 0.450
ENDATAlA
ENDATAIB
STREAM REACH 1 RCH=FALLS-BURL/HWY 1
STREAM REACH 2 RCH=HWY1-SMITH CRK
STREAM REACH 3 RCH=SMITH CK-HWY401
STREAM REACH 4 RCH=HWY401-SR2215
STREAM REACH 5 RCH=SR2215-RIVERBEN
STREAM REACH 6 RCH=RIVERBEND-MILE
STREAM REACH 7 RCH=MILE DAM-CRABTR
STREAM REACH 8 RCH=CRABTREE-SR1007
STREAM REACH 9 RCH=SR1007-SR2555
STREAM REACH 10 RCH=SR2555-POPLAR
STREAM REACH 11 RCH=POPLAR-SR2509
STREAM REACH 12 RCH=SR2509-MARKS C
STREAM REACH 13 RCH=MARKS C-SR1700
STREAM REACH 14 RCH=SR1700-HWY42
STREAM REACH 15 RCH=HWY42-STHMRK
STREAM REACH 16 RCH=STHMRK-SR1908
STREAM REACH 17 RCH=SR1908-3 MI DOWN
STREAM REACH 18 RCH=3 MI DOWN-HWY70A
STREAM REACH 19 RCH=14WY70A-HWY70
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 18
FLAG FIELD RCH= 2 5
FLAG FIELD RCH= 3 16
FLAG FIELD RCH= 4 15
FLAG FIELD RCH= 5 8
FLAG FIELD RCH= 6 13
FLAG FIELD RCH= 7 13
FLAG FIELD RCH= 8 5
FLAG FIELD RCH= 9 14
FLAG FIELD RCH= 10 10
FLAG FIELD RCH= 11 11
FLAG FIELD RCH= 12 15
FLAG FIELD RCH= 13 6
NEUSE RIVER
FLLS-SMTHFLD/PRMTDLOADS/CLAYTON 5 & 2/7010
CONSERVATIVE MINERAL • I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND IN MG/L
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N; NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
PHENOLS IN UG/L (BURLINGTON IND WLA)
5D-ULT BOD CONV K COEF =
0.23
OUTPUT METRIC (YES=1) -
0
NUMBER OF JUNCTIONS -
0
NUMBER OF POINT LOADS
32
LNTH COMP ELEMENT (DX)=
0.2
TIME INC. FOR RPT2 (HRS)=
LONGITUDE OF BASIN (DEG)=
78.6
DAY OF YEAR START TIME =
248.0
EVAP. COEF..(BE) =
0.0002700
DUST ATTENUATION COEF. =
0.130
0 UPTAKE BY NO2 OXID(MG O/MG N)= 1.200
0 UPTAKE BY ALGAE (MG O/MG A) = 2.000
P CONTENT OF ALGAE (MG P/MG A) = 0.012
ALGAE RESPIRATION RATE (1/DAY) = 0.150
P HALF SATURATION CONST (MG/L)= 0.030
NLIN SHADE (1/H-(UGCHA/L)**2/3)= 0.0165
LIGHT SATURATION COEFF(INT/MIN)= 0.030
LIGHT AVERAGING FACTOR(AFACT) = 0.920
TOTAL DAILY SOLAR RADTN (INT) = 1400.0
ALGAL PREF FOR NH3-N (PREFN) = 0.500
NITRIFICATION INHIBITION COEF = 10.00
FROM
47.8
TO
44.2
FROM
44.2
TO
43.2
FROM
43.2
TO
40.4
FROM
40.4
TO
37.4
FROM
37.4
TO
35.8
FROM
35.8
TO
33.2
FROM
33.2
TO
30.6
FROM
30.6
TO
29.6
FROM
29.6
TO
26.8
FROM
26.8
TO
24.8
FROM
24.8
TO
22.6
FROM
22.6
TO
19.6
FROM
19.6
TO
18.4
FROM
18.4
TO
15.4
FROM
15.4
TO
13.2
FROM
13.2
TO
9.8
FROM
9.8
TO
6.8
FROM
6.8
TO
4.0
FROM
4.0
TO
0.0
1 6 6 2 2 2 6 6 2 2 2 2 2 2 2 2 7 6
2 2 2 6 6
2 6 2 2 2 2 2 2 2 6 2 2 2 2 2 6
2 2 6 2 2 2 2 2 6 2 2 6 2 2 6
2 6 2 2 2 2 2 6
2 2 2 2 6 2 2 2 2 2 2 6 2
2 2 2 2 2 2 2 6 2 2 2 2 6
2 2 2 2 6
6 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2
6 2 2 2 2 6 2 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

FLAG FIELD RCH= 14 15 2 2 2 6 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 6 2 2 2 2 2 2 2 2 6
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 17 15 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 18 14 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 19 20 2 2 2 2 2 2 2 2 2 2 2 2 2 6 2 2 7 2 6 5
ENDATA4
HYDRAULICS RCH= 1 6.0 0.057 0.525 0.294 0.375 0.033
HYDRAULICS RCH= 2 6.0 0.037 0.583 0.269 0.416 0.033
HYDRAULICS RCH= 3 6.0 0.062 0.500 0.327 0.384 0.033
HYDRAULICS RCH= 4 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 5 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 6 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 7 6.0 0.018 0.650 0.559 0.350 0.033
HYDRAULICS RCH= 8 6.0 0.015 0.650 0.623 0.350 0.033
HYDRAULICS RCH= 9 6.0 0.020 0.773 0.567 0.227 0.033
HYDRAULICS RCH= 10 6.0 0.112 0.396 0.280 0.366 0.033
HYDRAULICS RCH= 11 6.0 0.112 0.396 0.280 0.366 0.033
HYDRAULICS RCH= 12 6.0 0.024 0.679 0.562 0.221 0.033
HYDRAULICS RCH= 13 6.0 0.024 0.679 0.562 0.221 0.033
HYDRAULICS RCH= 14 6.0 0.139 0.311 0.120 0.539 0.033
HYDRAULICS RCH= 15 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 16 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 17 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 18 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 19 6.0 0.033 0.600 0.407 0.300 0.033
ENDATA5
ENDATA5A
REACT COEF RCH= 1 0.15 0.0 0.07 7 1.2 0.2313 0.3437
REACT COEF RCH= 2 0.15 0.0 0.07 7 1.2 0.2356 0.3397
REACT COEF RCH= 3 0.15 0.0 0.07 7 1.2 0.2650 0.3081
REACT COEF RCH= 4 0.15 0.0 0.07 7 1.2 0.26500 0.3081
REACT COEF RCH= 5 0.15 0.0 0.07 7 0.8 0.03060 0.7808
REACT COEF RCH= 6 0.15 0.0 0.07 7 0.6 0.03060 0.7808
REACT COEF RCH= 7 0.15 0.0 0.07 7 1.5 0.03060 0.7808
REACT COEF RCH= 8 0.15 0.0 0.07 7 1.5 0.03899 0.7031
REACT COEF RCH= 9 0'.15 0.0 0.07 7 1.5 0.03779 0.7021
REACT COEF RCH= 10 0.40 0.0 0.07 7 1.5 0.03770 0.7020
REACT COEF RCH= 11 0.40 0.0 0.07 7 2.5 0.00002 2.1629
REACT COEF RCH= 12 0.40 0.0 0.07 7 2.5 0.00002 2.0132
REACT COEF RCH= 13 0.40 0.0 0.07 7 2.5 0.00003 2.0637
REACT COEF RCH= 14 0.40 0.0 0.07 7 2.0 0.00017 1.7019
REACT COEF RCH= 15 0.30 0.0 0.07 7 1.5 9576.6-1.5901
REACT COEF RCH= 16 0.30 0.0 0.07 7 1.5 9576.6-1.5901
REACT COEF RCH= 17 0.20 0.0 0.07 7 2.0 14.680-0.3617
REACT COEF RCH= 18 0.20 0.0 0.07 7 2.0 14.680-0.3617
REACT COEF RCH= 19 0.20 0.0 0.07 7 2.0 14.270-0.3573
ENDATA6
N AND P COEF RCH= 1 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 2 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 3 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 4 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 5 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 6 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 7 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 8 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 9 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 10 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 11 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 12 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 13 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 14 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 15 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 16 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 17 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 18 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 19 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
ENDATA6A
ALG/OTHER COEF RCH= 1
ALG/OTHER COEF RCH= 2
ALG/OTHER COEF RCH= 3
ALG/OTHER COEF RCH= 4
ALG/OTHER COEF RCH= 5
ALG/OTHER COEF RCH= 6
ALG/OTHER COEF RCH= 7
ALG/OTHER COEF RCH= 8
ALG/OTHER COEF RCH= 9
ALG/OTHER COEF RCH= 10
ALG/OTHER COEF RCH= 11
ALG/OTHER COEF RCH= 12
ALG/OTHER COEF RCH= 13

ALG/OTHER COEF
RCH=
14
ALG/OTHER COEF
RCH=
15
ALG/OTHER COEF
RCH=
16
ALG/OTHER COEF
RCH=
17
ALG/OTHER COEF
RCH=
18
ALG/OTHER COEF
RCH=
19
ENDATA6B
INITIAL COND-1
RCH=
1
82.7
INITIAL COND-1
RCH=
2
82.7
INITIAL COND-1
RCH=
3
82.7
INITIAL COND-1
RCH=
4
82.7
INITIAL COND-1
RCH=
5
82.7
INITIAL COND-1
RCH=
6
82.7
INITIAL COND-1
RCH=
7
82.7
INITIAL COND-1
RCH=
8
82.7
INITIAL COND-1
RCH=
9
82.7
INITIAL COND-1
RCH=
10
82.7
INITIAL COND-1
RCH=
11
82.7
INITIAL COND-1
RCH=
12
82.7
INITIAL COND-1
RCH=
13
82.7
INITIAL COND-1
RCH=
14
82.7
INITIAL COND-1
RCH=
15
82.7
INITIAL COND-1
RCH=
16
82.7
INITIAL COND-1
RCH=
17
82.7
INITIAL COND-1
RCH=
18
82.7
INITIAL COND-1
RCH=
19
82.7
ENDATA7
INITIAL COND-2
RCH=
1
INITIAL COND-2
RCH=
2
INITIAL COND-2
RCH=
3
INITIAL COND-2
RCH=
4
INITIAL COND-2
RCH=
5
INITIAL COND-2
RCH=
6
INITIAL COND-2
RCH=
7
INITIAL COND-2
RCH=
8
INITIAL COND-2
RCH=
9
INITIAL COND-2
RCH=
10
INITIAL COND-2
RCH=
11
INITIAL COND-2
RCH=
12
INITIAL COND-2
RCH=
13
INITIAL COND-2
RCH=
14
INITIAL COND-2
RCH=
15
INITIAL COND-2
RCH=
16
INITIAL COND-2
RCH=
17
INITIAL COND-2
RCH=
18
INITIAL COND-2
RCH=
19
ENDATA7A
INCR INFLOW-1
RCH=
1
0.61
82.7
7.0 3.24
INCR INFLOW-1
RCH=
2
0.17
82.7
7.0 3.24
INCR INFLOW-1
RCH=
3
0.54
82.7
7.0 3.24
INCR INFLOW-1
RCH=
4
0.84
82.7
7.0 3.24
INCR INFLOW-1
RCH=
5
1.01
82.7
7.0 3.24
INCR INFLOW-1
RCH=
6
1.65
82.7
7.0 3.24
INCR INFLOW-1
RCH=
7
1.17
82.7
7.0 3.24
INCR INFLOW-1
RCH=
8
0.45
82.7
7.0 3.24
INCR INFLOW-1
RCH=
9
1.26
82.7
7.0 3.24
INCR INFLOW-1
RCH=
10
0.90
82.7
7.0 3.24
INCR INFLOW-1
RCH=
11
0.85
82.7
7.0 3.24
INCR INFLOW-1
RCH=
12
1.16
82.7
7.0 3.24
INCR INFLOW-1
RCH=
13
0.34
82.7
7.0 3.24
INCR INFLOW-1
RCH=
14
0.86
82.7
7.0 3.24
INCR INFLOW-1
RCH=
15
0.63
82.7
7.0 3.24
INCR INFLOW-1
RCH=
16
0.97
82.7
7.0 3.24
INCR INFLOW-1
RCH=
17
1.05
82.7
7.0 3.24
INCR INFLOW-1
RCH=
18
0.98
82.7
7.0 3.24
INCR INFLOW-1
RCH=
19
1.40
82.7
7.0 3.24
ENDATA8
INCR INFLOW-2
RCH=
1
0.25
0.04
INCR INFLOW-2
RCH=
2
0.25
0.04
INCR INFLOW-2
RCH=
3
0.25
0.04
INCR INFLOW-2
RCH=
4
0.25
0.04
INCR INFLOW-2
RCH=
5
0.25
0.04
INCR INFLOW-2
RCH=
6
0.25
0.04
INCR INFLOW-2
RCH=
7
0.25
0.04
INCR INFLOW-2
RCH=
8
0.25
0.04
INCR INFLOW-2
RCH=
9
0.25
0.04
INCR INFLOW-2
RCH=
10
0.25
0.04
INCR INFLOW-2
RCH=
11
0.25
0.04
INCR INFLOW-2
RCH=
12
0.25
0.04
INCR INFLOW-2
RCH=
13
0.25
0.04
INCR INFLOW-2
RCH=
14
0.25
0.04

f
INCR INFLOW-2
RCH= 15
0.25
0.04
INCR INFLOW-2
RCH=
16
0.25
0.04
INCR INFLOW-2
RCH=
17
0.25
0.04
INCR INFLOW-2
RCH=
18
0.25
0.04
INCR INFLOW-2
RCH=
19
0.25
0.04
ENDATA8A
ENDATA9
HEADWTR-1
HDW=
1
FALLS DAM
100.00
82.7
7.0
4.8
ENDATA10
HEADWTR-2
HDW=
1
0.34
.15
.06
ENDATA10A
POINTLD-1
PTL=
1
FALLS UTILIT
0.04
81.5
6.0
7.5
POINTLD-1
PTL=
2
RIVERMILLS
0.031
71.2
0.0
45.0
POINTLD-1
PTL=
3
WAKEFIELD FA
1.55
71.2
6.0
7.5
POINTLD-1
PTL=
4
RICHLAND CK
1.96
82.7
8.2
2.6
POINTLD-1
PTL=
5
BURL IND WT
-7.8
82.7
6.3
0.0
POINTLD-1
PTL=
6
BURLIN IND
7.8
87.4
0.0
18.0
POINTLD-1
PTL=
7
WAKE FOREST
9.3
79.0
5.0
7.5
POINTLD-1
PTL=
8
SMITH CK
3.16
82.7
7.5
4.8
POINTLD-1
PTL=
9
TOMS CR
0.66
82.7
7.3
4.43
POINTLD-1
PTL=
10
PERRY CR
1.65
82.7
7.5
5.8
POINTLD-1
PTL-
11
WAKE HIGH MD
0.054
73.0
6.0
45.0
POINTLD-1
PTL=
12
NEUSE CROSSI
0.47
70.9
6.0
7.5
POINTLD-1
PTL=
13
R.L. BRADSHE
POINTLD-1
PTL=
14
HARRIS CR
2.63
82.7
7.0
3.0
POINTLD-1
PTL=
15
UNIPROP
0.065
68.5
6.8
7.5
POINTLD-1
PTL=
16
RIVER LANDIN
0.078
69.3
0.0
45.0
POINTLD-1
PTL=
17
RIVER BEND
0.040
69.3
0.0
45.0
POINTLD-1
PTL=
18
HIDDENCOVE
0.054
74.7
0.0
45.0
POINTLD-1
PTL=
19
CAC BEACHWOO
0.155
71.2
0.0
45.0
POINTLD-1
PTL-
20
BARCLAY DWNS
0.054
74.7
0.0
45.0
POINTLD-1
PTL=
21
CRABTREE CR
20.43
82.7
7.5
3.4
POINTLD-1
PTL=
22
RIVERVIEW
0.054
75.2
5.0
15.0
POINTLD-1
PTL=
23
WALNUT CR
6.44
82.7
7.8
3.4
POINTLD-1
PTL=
24
POPLAR CR
1.23
82.7
5.8
8.7
POINTLD-1
PTL=
25
RALEIGH WWTP
93.00
79.2
5.0
7.5
POINTLD-1
PTL=
26
MARKS CR
3.50
82.7
7.4
4.0
POINTLD-1
PTL=
27
CLAYTON (PR)
4.00
79.2
0.0
10.9
POINTLD-1
PTL=
28
RIVER DELL F
1.16
77.0
6.0
7.5
POINTLD-1
PTL=
29
SOUTHMARK
0.31
77.0
5.0
7.5
POINTLD-1
PTL=
30
POPLAR BR
1.61
82.7
8.2
2.0
POINTLD-1
PTL=
31
SMITH WITHD
-9.3
61.7
0.0
0.0
POINTLD-1
PTL=
32
BUFFLO W/ BU
0.014
71.0
0
2.0
ENDATAII
POINTLD-2
PTL=
1
2.0
2.0
POINTLD-2
PTL=
2
10.0
20.0
POINTLD-2
PTL=
3
2.0
2.0
POINTLD-2
PTL-
4
0.26
0.05
POINTLD-2
PTL=
5
POINTLD-2
PTL=
6
2.0
4.0
POINTLD-2
PTL=
7
2.0
2.0
POINTLD-2
PTL=
8
1.3
6.45
POINTLD-2
PTL=
9
0.22
0.09
POINTLD-2
PTL=
10
0.4
0.15
POINTLD-2
PTL=
11
8.0
16.0
POINTLD-2
PTL=
12
2.00
2.00
POINTLD-2
PTL=
13
POINTLD-2
PTL-
14
0.27
0.51
POINTLD-2
PTL=
15
2.00
2.00
POINTLD-2
PTL=
16
10.0
20.0
POINTLD-2
PTL=
17
10.0
20.0
POINTLD-2
PTL=
18
10.0
20.0
POINTLD-2
PTL=
19
10.0
20.0
POINTLD-2
PTL=
20
10.0
20.0
POINTLD-2
PTL-
21
0.25
0.09
POINTLD-2
PTL=
22
2.00
4.0
POINTLD-2
PTL-
23
0.25
0.06
POINTLD-2
PTL=
24
0.29
3.60
POINTLD-2
PTL=
25
2.00
2.00
POINTLD-2
PTL=
26
0.27
0.04
POINTLD-2
PTL=
27
2.00
2.00
POINTLD-2
PTL=
28
2.00
2.00
POINTLD-2
PTL=
29
2.00
2.00
POINTLD-2
PTL=
30
0.11
0.22
POINTLD-2
PTL=
31
POINTLD-2
PTL-
32
0.24
0.22
ENDATAIIA
DAM DATA
DAM= 1 7
76
1.1 1.3
1.0
3.0
ENDATA12
ENDATA13
ENDATA13A

r-Sof 0 c tU , -oj
TITLE01
TITLE02
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLEI2
TITLEI3 YES
TITLEI4 NO
TITLEI5 NO
ENDTITLE
NO LIST DATA INPUT
NO WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL X-SECTIONS
NO PRINT LCD/SOLAR DATA
NO PLOT DO AND BOD
FIXED DNSTM CONC (YES=1)= 0
INPUT METRIC (YES=1) - 0
NUMBER OF REACHES - 19
NUM OF HEADWATERS - 1
TIME STEP (HOURS) -
MAXIMUM ROUTE TIME (HRS)= 30.
LATITUDE OF BASIN (DEG) = 36.00
STANDARD MERIDIAN (DEG) = 75.0
EVAP. COEF..(AE) = 0.0006800
ELEV. OF BASIN (ELEV) - 260.0
ENDATAI
0 UPTAKE BY NH3 OXID(MG 0/MG N)= 3.500
0 PROD BY ALGAE (MG O/MG A) = 1.600
N CONTENT OF ALGAE (MG N/MG A) = 0.085
ALG MAX SPEC GROWTH RATE(1/DAY)= 1.307
N HALF SATURATION CONST (MG/L)= 0.200
LIN ALG SHADE CO (1/H-UGCHA/L) = 0.0027
LIGHT FUNCTION OPTION (LFNOPT) = 1.0
DAILY AVERAGING OPTION(LAVOPT) = 2.0
NUMBER OF DAYLIGHT HOURS (DLH) = 11.2
ALGY GROWTH CALC OPTION(LGROPT)= 1.0
ALG/TEMP SOLAR RAD FACT(TFACT) = 0.450
ENDATAlA
ENDATAIB
STREAM REACH 1 RCH=FALLS-BURL/HWY 1
STREAM REACH 2 RCH=HWY1-SMITH CRK
STREAM REACH 3 RCH=SMITH CK-HWY401
STREAM REACH 4 RCH=HWY401-SR2215
STREAM REACH 5 RCH=SR2215-RIVERBEN
STREAM REACH 6 RCH=RIVERBEND-MILB
STREAM REACH 7 RCH=MILB DAM-CRABTR
STREAM REACH 8 RCH=CRABTREE-SR1007
STREAM REACH 9 RCH=SR1007-SR2555
STREAM REACH 10 RCH=SR2555-POPLAR
STREAM REACH 11 RCH=POPLAR-SR2509
STREAM REACH 12 RCH=SR2509-MARKS C
STREAM REACH 13 RCH=MARKS C-SR1700
STREAM REACH 14 RCH=SR1700-HWY42
STREAM REACH 15 RCH=HWY42-STHMRK
STREAM REACH 16 RCH=STHMRK-SR1908
STREAM REACH 17 RCH=SR1908-3 MI DOWN
STREAM REACH 18 RCH=3 MI DOWN-HWY70A
STREAM REACH 19 RCH=HWY70A-HWY70
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 18
FLAG FIELD RCH= 2 5
FLAG FIELD RCH= 3 16
FLAG FIELD RCH= 4 15
FLAG FIELD RCH= 5 8
FLAG FIELD RCH= 6 13
FLAG FIELD RCH= 7 13
FLAG FIELD RCH= 8 5
FLAG FIELD RCH= 9 14
FLAG FIELD RCH= 10 10
FLAG FIELD RCH= 11 11
FLAG FIELD RCH= 12 15
FLAG FIELD RCH= 13 6
NEUSE RIVER
FLLS-SMTHFLD/PRMTDLOADS/NO CLAYTON/7Q10
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND IN MG/L
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N; NITRA
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
PHENOLS IN UG/L (BURLINGTON IND WLA)
TE-N)
5D-ULT BOD CONV K COEF =
0.23
OUTPUT METRIC (YES=1) -
0
NUMBER OF JUNCTIONS -
0
NUMBER OF POINT LOADS =
32
LNTH COMP ELEMENT (DX) =
0.2
TIME INC. FOR RPT2 (HRS)=
LONGITUDE OF BASIN (DEG)=
78.6
DAY OF YEAR START TIME =
248.0
EVAP. COEF..(BE) =
0.0002700
DUST ATTENUATION COEF. =
0.130
0 UPTAKE BY NO2 OXID(MG 0/MG N)= 1.200
0 UPTAKE BY ALGAE (MG O/MG A) = 2.000
P CONTENT OF ALGAE (MG P/MG A) = 0.012
ALGAE RESPIRATION RATE (1/DAY) = 0.150
P HALF SATURATION CONST (MG/L)= 0.030
NLIN SHADE (1/H-(UGCHA/L)**2/3)- 0.0165
LIGHT SATURATION COEFF(INT/MIN)= 0.030
LIGHT AVERAGING FACTOR(AFACT) = 0.920
TOTAL DAILY SOLAR RADTN (INT) = 1400.0
ALGAL PREF FOR NH3-N (PREFN) = 0.500
NITRIFICATION INHIBITION COEF = 10.00
FROM
47.8
TO
44.2
FROM
44.2
TO
43.2
FROM
43.2
TO
40.4
FROM
40.4
TO
37.4
FROM
37.4
TO
35.8
FROM
35.8
TO
33.2
FROM
33.2
TO
30.6
FROM
30.6
TO
29.6
FROM
29.6
TO
26.8
FROM
26.8
TO
24.8
FROM
24.8
TO
22.6
FROM
22.6
TO
19-.6
FROM
19.6
TO
" 18.4
FROM
18.4
TO
15.4
FROM
15.4
TO
13.2
FROM
13.2
TO
9.8
FROM
9.8
TO
6.8
FROM
6.8
TO
4.0
FROM
4.0
TO
0.0
1 6 6 2 2 2 6 6 2 2 2 2 2 2 2 2 7 6
2 2 2 6 6
2 6 2 2 2 2 2 2 2 6 2 2 2 2 2 6
2 2 6 2 2 2 2 2 6 2 2 6 2 2 6
2 6 2 2 2 2 2 6
2 2 2 2 6 2 2 2 2 2 2 6 2
2 2 2 2 2 2 2 6 2 2 2 2 6
2 2 2 2 6
6 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2
6 2 2 2 2 6 2 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

FLAG FIELD RCH= 14 15 2 2 2 6 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 6 2 2 2 2 2 2 2 2 6
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 17 15 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 18 14 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 19 20 2 2 2 2 2 2 2 2 2 2 2 2 2 6 2 2 7 2 6 5
ENDATA4
HYDRAULICS RCH= 1 6.0 0.057 0.525 0.294 0.375 0.033
HYDRAULICS RCH= 2 6.0 0.037 0.583 0.269 0.416 0.033
HYDRAULICS RCH= 3 6.0 0.062 0.500 0.327 0.384 0.033
HYDRAULICS RCH= 4 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 5 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 6 6.0 0.024 0.600 0.623 0.300 0.033
HYDRAULICS RCH= 7 6.0 0.018 0.650 0.559 0.350 0.033
HYDRAULICS RCH= 8 6.0 0.015 0.650 0.623 0.3S0 0.033
HYDRAULICS RCH= 9 6.0 0.020 0.773 0.567 0.227 0.033
HYDRAULICS RCH= 10 6.0 0.112 0.396 0.280 0.366 0.033
HYDRAULICS RCH= 11 6.0 0.112 0.396 0.280 0.366 0.033
HYDRAULICS RCH= 12 6.0 0.024 0.679 0.562 0.221 0.033
HYDRAULICS RCH= 13 6.0 0.024 0.679 0.562 0.221 0.033
HYDRAULICS RCH= 14 6.0 0.139 0.311 0.120 0.539 0.033
HYDRAULICS RCH= 15 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 16 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 17 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 18 6.0 0.033 0.600 0.407 0.300 0.033
HYDRAULICS RCH= 19 6.0 0.033 0.600 0.407 0.300 0.033
ENDATA5
ENDATA5A
REACT COEF RCH= 1 0.15 0.0 0.07 7 1.2 0.2313 0.3437
REACT COEF RCH= 2 0.15 0.0 0.07 7 1.2 0.2356 0.3397
REACT COEF RCH= 3 0.15 0.0 0.07 7 1.2 0.2650 0.3081
REACT COEF RCH= 4 0.15 0.0 0.07 7 1.2 0.26500 0.3081
REACT COEF RCH= 5 0.15 0.0 0.07 7 0.8 0.03060 0.7808
REACT COEF RCH= 6 0.15 0.0 0.07 7 0.6 0.03060 0.7808
REACT COEF RCH= 7 0.15 0.0 0.07 7 1.5 0.03060 0.7808
REACT COEF RCH= 8 0.15 0.0 0.07 7 1.5 0.03899 0.7031
REACT COEF RCH= 9 0.15 0.0 0.07 7 1.5 0.03779 0.7021
REACT COEF RCH= 10 0.40 0.0 0.07 7 1.5 0.03770 0.7020
REACT COEF RCH= 11 0.40 0.0 0.07 7 2.5 0.00002 2.1629
REACT COEF RCH= 12 0.40 0.0 0.07 7 2.5 0.00002 2.0132
REACT COEF RCH= 13 0.40 0.0 0.07 7 2.5 0.00003 2.0637
REACT COEF RCH= 14 0.40 0.0 0.07 7 2.0 0.00017 1.7019
REACT COEF RCH= 15 0.30 0.0 0.07 7 1.5 9576.6-1.5901
REACT COEF RCH= 16 0.30 0.0 0.07 7 1.5 9576.6-1.5901
REACT COEF RCH= 17 0.20 0.0 0.07 7 2.0 14.680-0.3617
REACT COEF RCH= 18 0.20 0.0 0.07 7 2.0 14.680-0.3617
REACT COEF RCH= 19 0.20 0.0 0.07 7 2.0 14.270-0.3573
ENDATA6
N AND P COEF RCH= 1 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 2 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 3 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 4 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 5 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 6 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 7 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 8 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 9 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 10 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 11 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 12 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 13 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 14 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 15 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 16 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 17 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 18 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
N AND P COEF RCH= 19 .020 .05 .50 0.0 2.0 0.0 0.0 0.0
ENDATA6A
ALG/OTHER COEF RCH= 1
ALG/OTHER COEF RCH= 2
ALG/OTHER COEF RCH= 3
ALG/OTHER COEF RCH= 4
ALG/OTHER COEF RCH= 5
ALG/OTHER COEF RCH= 6
ALG/OTHER COEF RCH= 7
ALG/OTHER COEF RCH= 8
ALG/OTHER COEF RCH= 9
ALG/OTHER COEF RCH= 10
ALG/OTHER COEF RCH= 11
ALG/OTHER COEF RCH= 12
ALG/OTHER COEF RCH= 13

ALG/OTHER COEF
RCH=
14
ALG/OTHER COEF
RCH=
15
ALG/OTHER COEF
RCH=
16
ALG/OTHER COEF
RCH=
17
ALG/OTHER COEF
RCH=
18
ALG/OTHER COEF
RCH=
19
ENDATA6B
INITIAL COND-1
RCH=
1
82.7
INITIAL COND-1
RCH=
2
82.7
INITIAL COND-1
RCH=
3
82.7
INITIAL COND-1
RCH=
4
82.7
INITIAL COND-1
RCH=
5
82.7
INITIAL COND-1
RCH=
6
82.7
INITIAL COND-1
RCH=
7
82.7
INITIAL COND-1
RCH=
8
82.7
INITIAL COND-1
RCH=
9
82.7
INITIAL COND-1
RCH=
10
82.7
INITIAL COND-1
RCH=
11
82.7
INITIAL COND-1
RCH=
12
82.7
INITIAL COND-1
RCH=
13
82.7
INITIAL COND-1
RCH=
14
82.7
INITIAL COND-1
RCH=
15
82.7
INITIAL COND-1
RCH=
16
82.7
INITIAL COND-1
RCH=
17
82.7
INITIAL COND-1
RCH=
18
82.7
INITIAL COND-1
RCH=
19
82.7
ENDATA7
INITIAL COND-2
RCH=
1
INITIAL COND-2
RCH=
2
INITIAL COND-2
RCH=
3
INITIAL COND-2
RCH=
4
INITIAL COND-2
RCH=
5
INITIAL COND-2
RCH=
6
INITIAL COND-2
RCH=
7
INITIAL COND-2
RCH=
8
INITIAL COND-2
RCH=
9
INITIAL COND-2
RCH=
10
INITIAL COND-2
RCH=
11
INITIAL COND-2
RCH=
12
INITIAL COND-2
RCH=
13
INITIAL COND-2
RCH=
14
INITIAL COND-2
RCH=
15
INITIAL COND-2
RCH=
16
INITIAL COND-2
RCH=
17
INITIAL COND-2
RCH=
18
INITIAL COND-2
RCH=
19
ENDATA7A
INCR INFLOW-1
RCH=
1
0.61
82.7
7.0 3.24
INCR INFLOW-1
RCH=
2
0.17
82.7
7.0 3.24
INCR INFLOW-1
RCH=
3
0.54
82.7
7.0 3.24
INCR INFLOW-1
RCH=
4
0.84
82.7
7.0 3.24
INCR INFLOW-1
RCH=
5
1.01
82.7
7.0 3.24
INCR INFLOW-1
RCH=
6
1.65
82.7
7.0 3.24
INCR INFLOW-1
RCH=
7
1.17
82.7
7.0 3.24
INCR INFLOW-1
RCH=
8
0.45
82.7
7.0 3.24
INCR INFLOW-1
RCH=
9
1.26
82.7
7.0 3.24
INCR INFLOW-1
RCH=
10
0.90
82.7
7.0 3.24
INCR INFLOW-1
RCH=
11
0.85
82.7
7.0 3.24
INCR INFLOW-1
RCH=
12
1.16
82.7
7.0 3.24
INCR INFLOW-1
RCH=
13
0.34
82.7
7.0 3.24
INCR INFLOW-1
RCH=
14
0.86
82.7
7.0 3.24
INCR INFLOW-1
RCH=
15
0.63
82.7
7.0 3.24
INCR INFLOW-1
RCH=
16
0.97
82.7
7.0 3.24
INCR INFLOW-1
RCH=
17
1.05
82.7
7.0 3.24
INCR INFLOW-1
RCH=
18
0.98
82.7
7.0 3.24
INCR INFLOW-1
RCH=
19
1.40
82.7
7.0 3.24
ENDATA8
INCR INFLOW-2
RCH=
1
0.25
0.04
INCR INFLOW-2
RCH=
2
0.25
0.04
INCR INFLOW-2
RCH=
3
0.25
0.04
INCR INFLOW-2
RCH=
4
0.25
0.04
INCR INFLOW-2
RCH=
5
0.25
0.04
INCR INFLOW-2
RCH=
6
0.25
0.04
INCR INFLOW-2
RCH=
7
0.25
0.04
INCR INFLOW-2
RCH=
8
0.25
0.04
INCR INFLOW-2
RCH=
9
0.25
0.04
INCR INFLOW-2
RCH=
10
0.25
0.04
INCR INFLOW-2
RCH=
11
0.25
0.04
INCR INFLOW-2
RCH=
12
0.25
0.04
INCR INFLOW-2
RCH=
13
0.25
0.04
INCR INFLOW-2
RCH=
14
0.25
0.04

INCR INFLOW-2
RCH= 15
0.25
0.04
INCR INFLOW-2
RCH= 16
0.25
0.04
INCR INFLOW-2
RCH= 17
0.25
0.04
INCR INFLOW-2
RCH= 18
0.25
0.04
INCR INFLOW-2
RCH= 19
0.25
0.04
ENDATA8A
ENDATA9
HEADWTR-1
HDW=
1
FALLS DAM
100.00
82.7
7.0
4.8
ENDATA10
HEADWTR-2
HDW=
1
0.34
.15
.06
ENDATA10A
POINTLD-1
PTL=
1
FALLS UTILIT
0.04
81.5
6.0
7.5
POINTLD-1
PTL=
2
RIVERMILLS
0.031
71.2
0.0
45.0
POINTLD-1
PTL=
3
WAKEFIELD FA
1.55
71.2
6.0
7.5
POINTLD-1
PTL=
4
RICHLAND CK
1.96
82.7
8.2
2.6
POINTLD-1
PTL=
5
BURL IND WT
-7.8
82.7
6.3
0.0
POINTLD-1
PTL=
6
BURLIN IND
7.8
87.4
0.0
18.0
POINTLD-1
PTL=
7
WAKE FOREST
9.3
79.0
5.0
7.5
POINTLD-1
PTL=
8
SMITH CK
3.16
82.7
7.5
4.8
POINTLD-1
PTL=
9
TOMS CR
0.66
82.7
7.3
4.43
POINTLD-1
PTL=
10
PERRY CR
1.65
82.7
7.5
5.8
POINTLD-1
PTL=
11
WAKE HIGH MD
0.054
73.0
6.0
45.0
POINTLD-1
PTL=
12
NEUSE CROSSI
0.47
70.9
6.0
7.5
POINTLD-1
PTL=
13
R.L. BRADSHE
POINTLD-1
PTL=
14
HARRIS CR
2.63
82.7
7.0
3.0
POINTLD-1
PTL=
15
UNIPROP
0.065
68.5
6.8
7.5
POINTLD-1
PTL=
16
RIVER LANDIN
0.078
69.3
0.0
45.0
POINTLD-1
PTL=
17
RIVER BEND
0.040
69.3
0.0
45.0
POINTLD-1
PTL=
18
HIDDENCOVE
0.054
74.7
0.0
45.0
POINTLD-1
PTL=
19
CAC BEACHW00
0.155
71.2
0.0
45.0
POINTLD-1
PTL=
20
BARCLAY DWNS
0.054
74.7
0.0
45.0
POINTLD-1
PTL=
21
CRABTREE CR
20.43
82.7
7.5
3.4
POINTLD-1
PTL=
22
RIVERVIEW
0.054
75.2
5.0
15.0
POINTLD-1
PTL=
23
WALNUT CR
6.44
82.7
7.8
3.4
POINTLD-1
PTL=
24
POPLAR CR
1.23
82.7
5.8
8.7
POINTLD-1
PTL=
25
RALEIGH WWTP
93.00
79.2
5.0
7.5
POINTLD-1
PTL=
26
MARKS CR
3.50
82.7
7.4
4.0
POINTLD-1
PTL=
27
CLAYTON (PR)
0.00
79.2
6.0
10.9
POINTLD-1
PTL=
28
RIVER DELL F
1.16
77.0
6.0
7.5
POINTLD-1
PTL=
29
SOUTHMARK
0.31
77.0
5.0
7.5
POINTLD-1
PTL=
30
POPLAR BR
1.61
82.7
8.2
2.0
POINTLD-1
PTL=
31
SMITH WITHD
-9.3
61.7
0.0
0.0
POINTLD-1
PTL=
32
BUFFLO W/ BU
0.014
71.0
0
2.0
ENDATAII
POINTLD-2
PTL=
1
2.0
2.0
POINTLD-2
PTL=
2
10.0
20.0
POINTLD-2
PTL=
3
2.0
2.0
POINTLD-2
PTL=
4
0.26
0.05
POINTLD-2
PTL=
5
POINTLD-2
PTL=
6
2.0
4.0
POINTLD-2
PTL=
7
2.0
2.0
POINTLD-2
PTL=
8
1.3
6.45
POINTLD-2
PTL=
9
0.22
0.09
POINTLD-2
PTL=
10
0.4
0.15
POINTLD-2
PTL=
11
8.0
16.0
POINTLD-2
PTL=
12
2.00
2.00
POINTLD-2
PTL=
13
POINTLD-2
PTL=
14
0.27
0.51
POINTLD-2
PTL=
15
2.00
2.00
POINTLD-2
PTL=
16
10.0
20.0
POINTLD-2
PTL=
17
10.0
20.0
POINTLD-2
PTL=
18
10.0
20.0
POINTLD-2
PTL=
19
10.0
20.0
POINTLD-2
PTL=
20
10.0
20.0
POINTLD-2
PTL=
21
0.25
0.09
POINTLD-2
PTL=
22
2.00
4.0
POINTLD-2
PTL=
23
0.25
0.06
POINTLD-2
PTL=
24
0.29
3.60
POINTLD-2
PTL=
25
2.00
2.00
POINTLD-2
PTL=
26
0.27
0.04
POINTLD-2
PTL=
27
2.00
2.00
POINTLD-2
PTL=
28
2.00
2.00
POINTLD-2
PTL=
29
2.00
2.00
POINTLD-2
PTL=
30
0.11
0.22
POINTLD-2
PTL=
31
POINTLD-2
PTL=
32
0.24
0.22
ENDATA11A
DAM DATA
DAM= 1 7
76
1.1
1.3
1.0
3.0
ENDATA12
ENDATA13
ENDATA13A

L.
STREAM QUALITY SIMULATION CLTN10 4 OUTPUT PAGE NUMBER 21
QUAL-2E STREAM QUALITY ROUTING MODEL Ver. 3.13 - September 1991
***** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
RCH ELE CM-1 CM-2 CM-3 ANC
NUM NUM TEMP DO BOD ORGN NH3N NO2N NO3N SUM-N ORGP DIS-P SUM-P COLI IND CHLA
DEG-F MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L #/100ML ) UG/L
19 20 82.00 0.00 0.00 0.00 5.88 2.62 0.90 0.24 0.10 0.92 2.17 0.00 0.00 0.00 0.00 0.00 0.00

r
0
STREAM QUALITY SIMULATION CLTN5 2 OUTPUT PAGE NUMBER 21
QUAL-2E STREAM QUALITY ROUTING MODEL Ver. 3.13 - September 1991
***** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
RCH ELE CM-1 CM-2 CM-3 ANC
NUM NUM TEMP DO BOD ORGN NH3N NO2N NO3N SUM-N ORGP DIS-P SUM-P COLI IND CHLA
DEG-F MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L #/100ML ) UG/L
19 20 82.00 0.00 0.00 0.00 5.93 2.56 0.88 0.22 0.10 0.89 2.09 0.00 0.00 0.00 0.00 0.00 0.00

STREAM QUALITY SIMULATION FSNOCTN.DAT OUTPUT PAGE NUMBER 21
QUAL-2E STREAM QUALITY ROUTING MODEL Ver. 3.13 - September 1991
***** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
RCH ELE CM-1 CM-2 CM-3 ANC
NUM NUM TEMP DO BOD ORGN NH3N NO2N NO3N SUM-N ORGP DIS-P SUM-P COLI IND CHLA
DEG-F MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L #/100ML ) UG/L
19 20 82.00 0.00 0.00 0.00 5.98 2.49 0.87 0.21 0.09 0.89 2.06 0.00 0.00 0.00 0.00 0.00 0.00

0j
TITLE01
Neuse River
TITLE02
SMTH-STTS/PRMTDLOAD
with CLTON
AND XTRA GLDS INTK/TRIB7010
TITLE03 NO
CONSERVATIVE MINERAL I
IN
TITLE04 NO
CONSERVATIVE MINERAL II
IN
TITLE05 NO
CONSERVATIVE MINERAL III
IN
TITLE06 NO
TEMPERATURE
TITLE07 YES
BIOCHEMICAL OXYGEN DEMAND
TITLE08 NO
ALGAE AS CHL-A IN UG/L
TITLE09 NO
PHOSPHORUS CYCLE AS
P IN MG/L
TITLE10
(ORGANIC-P, DISSOLVED-P)
TITLE11 YES
NITROGEN CYCLE AS N
IN MG/L
TITLEI2
(ORGANIC-N, AMMONIA-N, NITRITE-N, NITRATE-N)
TITLEI3 YES
DISSOLVED OXYGEN IN
MG/L
TITLEI4 NO
FECAL COLIFORMS IN NO./100 ML
TITLE15 NO
ARBITRARY NON -CONSERVATIVE
ENDTITLE
NO LIST DATA
INPUT
NO WRITE OPTIONAL
SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL X-SECTIONS
NO PRINT LCD/SOLAR
DATA
NO PLOT DO AND BOD
FIXED DNSTM
COND (YES=1)= 0.0
5D-ULT
HOD CONV K
COEF =
0.23
INPUT METRIC
(YES-1) = 0.0
OUTPUT
METRIC (YES=1) =
0.0
NUMBER OF REACHES = 49.0
NUMBER
OF JUNCTIONS
=
0.0
NUM OF HEADWATERS = 1.0
NUMBER
OF POINT LOADS =
33.0
TIME STEP (HOURS) = 0.0
LNTH COMP ELEMENT
(DX)=
0.4
MAXIMUM ITERATIONS = 30.0
TIME INC. FOR RPT2
(HRS)=
0.0
LATITUDE OF
BASIN (DEG) = 36.0
LONGITUDE OF BASIN
(DEG)=
78.6
STANDARD MERIDIAN
(DEG) = 75.0
DAY OF
YEAR START
TIME =
275.0
EVAP. COEFF.
(AE) = 0.00068
EVAP. COEFF. (BE)
=
0.00027
ELEV. OF BASIN
(ELEV) = 260.0
DUST ATTENUATION COEF. =
0.13
ENDATAI
O UPTAKE BY
NH3 OXID(MG O/MG N)- 3.5
O UPTAKE BY
NO2 OXID(MG O/MG N)=
1.2
O PROD BY ALGAE (MG O/MG A) = 1.6
O UPTAKE BY
ALGAE (MG
O/MG A) -
2.0
N CONTENT OF
ALGAE (MG N/MG A) = 0.085
P CONTENT OF ALGAE (MG
P/MG A) =
0.012
ALG MAX SPEC
GROWTH RATE(1/DAY)= 1.307
ALGAE RESPIRATION
RATE
(1/DAY) =
0.15
N HALF SATURATION CONST (MG/L) = 0.2
P HALF SATURATION COMET (MG/L)=
0.03
LIN ALG SHADE CO (1/H-UGCRA/L) = 0.0027
NLIN SHADE
(1/H-(UGCHA/L)**2/3)=
0.0165
LIGHT FUNCTION OPTION (LFNOPT) = 1.0
LIGHT SATURATION COEF
(INT/MIN)=
0.03
DAILY AVERAGING
OPTION (LAVOPT)= 2.0
TOTAL DAILY
SOLAR RADTN (INT) =
0.92
NUMBER OF DAYLIGHT HOURS (DLH) = 11.2
TOTAL DAILY
SOLAR RADTN (INT) =
1400.0
ALGY GROWTH
CALC OPTION(LGROPT)- 1.0
ALGAL PREP
FOR NH3-N (PREFN)
=
0.5
ALG/TEMP SOLR HAD FACTOR(TFACT)- 0.45
NITRIFICATION
INHIBITION
COEF =
10.0
ENDATAlA
ENDATAIB
STREAM REACH
1.ORCH=HWY70-CNTRL JOHN
FROM
136.8
TO
135.2
STREAM REACH
2.ORCH=CNTRL JOHN-SWIFT
FROM
135.2
TO
134.4
STREAM REACH
3.ORCH=SWIFT-BLACK
FROM
134.4
TO
132.4
STREAM REACH
4.ORCH=BLACK-MIRY
FROM
132.4
TO
128.4
STREAM REACH
S.ORCH=MIRY-UT NO. 1
FROM
128.4
TO
124.4
STREAM REACH
6.ORCH=UT NO.1-90 FT
FROM
124.4
TO
122.0
STREAM REACH
7.ORCH=90 FT-2.6 MI DOW
FROM
122.0
TO
119.6
STREAM REACH
8.ORCH=2.6 MI DOWN-85 F
FROM
119.6
TO
117.2
STREAM REACH
9.ORCH=85 FT-80 FT
FROM
117.2
TO
114.0
STREAM REACH
10.ORCH=80 FT -BAWDY CK
FROM
114.0
TO
112.0
STREAM REACH
ll.ORCH=BAWDY CK-RCN SWM
FROM
112.0
TO
108.0
STREAM REACH
12.ORCH=RCN SWMP-MCSN CK
FROM
108.0
TO
105.6
STREAM REACH
13.ORCH=MCSN CX-FALLNG C
FROM
105.6
TO
104.4
STREAM REACH
14.ORCH=FALLNG CK-CP 6 L
FROM
104.4
TO
100.4
STREAM REACH
15.ORCH=CP a L-CONTR 60
FROM
100.4
TO
96.4
STREAM REACH
16.ORCH-CONTR 60 FT -DAM
FROM
96.4
TO
96.0
STREAM REACH
17.ORCH=DAM-NCSR 1008
FROM
96.0
TO
95.6
STREAM REACH
18.ORCH=NCSR 1008-
FROM
95.6
TO
92.0
STREAM REACH
19.ORCH= -LTL RIVER
FROM
92.0
TO
88.4
STREAM REACH
20.ORCH=LTL RIVER -US 117
FROM
88.4
TO
85.2
STREAM REACH
21.ORCH=US 117-GOLDSBORO
FROM
85.2
TO
83.2
STREAM REACH
22.ORCH=GOLDSBORO-FELLOW
FROM
83.2
TO
79.2
STREAM REACH
23.ORCH=FELLOWS-GREEN
FROM
79.2
TO
75.2
STREAM REACH
24.ORCH=GREEN/CABIN
FROM
75.2
TO
73.2
STREAM REACH
25.ORCH=CABIN-CONTR 12 M
FROM
73.2
TO
69.2
STREAM REACH
26.ORCH=CONTR 12 M-WALNU
FROM
69.2
TO
66.8
STREAM REACH
27.ORCH=WALNUT-MILL
FROM
66.8
TO
65.2
STREAM REACH
28.ORCH=MILL-
FROM
65.2
TO
61.2
STREAM REACH
29.ORCH=NCSR 1002-BEAR
FROM
61.2
TO
57.2
STREAM REACH
30.ORCH=BEAR-SQUIRREL
FROM
57.2
TO
53.2
STREAM REACH
31.ORCH=SQUIRREL-WHITLEY
FROM
53.2
TO
49.2
STREAM REACH
32.ORCH=WHITLEYS-FALLING
FROM
49.2
TO
45.2
STREAM REACH
33.ORCH=FALLING-US 70/25
FROM
45.2
TO
42.0
STREAM REACH
34.ORCH=US 70/258-NC 58
FROM
42.0
TO
38.0

STREAM REACH
35.ORCH=NC
58-KINSTON PT
FROM
38.0
TO
36.4
STREAM REACH
36.ORCH=KINSTON PTRE-SW
FROM
36.4
TO
32.4
STREAM REACH
37.ORCH=SW
CK-KINSTONNRT
FROM
32.4
TO
30.0
STREAM REACH
38.ORCH=KINSTONNORTH-STN
FROM
30.0
TO
27.2
STREAM REACH
39.ORCH=STNTN-DUPONT
FROM
27.2
TO
26.0
STREAM REACH
40.ORCH=DUPONT-MOSELEY
FROM
26.0
TO
22.4
STREAM REACH
41.ORCH=MOSELEY-CONTENTN
FROM
22.4
TO
20.8
STREAM REACH
42.ORCH=CONTENTNEA-HLFMO
FROM
20.8
TO
17.6
STREAM REACH
43.ORCH=HLFMOON-NCSR 147
FROM
17.6
TO
15.6
STREAM REACH
44.ORCH=NCSR 1470-CORE C
FROM
15.6
TO
13.2
STREAM REACH
45.ORCH=CORE CK-M. HARRI
FROM
13.2
TO
10.8
STREAM REACH
46.ORCH=M.
HARRIS-5 FT
FROM
10.8
TO
6.8
STREAM REACH
47.0RCH=5 FT-GRN THROUGH
FROM
6.8
TO
5.6
STREAM REACH
48.ORCH=GRN THROUGH-CREE
FROM
5.6
TO
3.6
STREAM REACH
49.ORCH=CREEK-NCSR 1400
FROM
3.6
TO
0.0
ENDATA2
ENDATA3
FLAG FIELD
RCH=
1.0
4
1 2 2 6
FLAG FIELD
RCH=
2.0
2
2 6
FLAG FIELD
RCH=
3.0
5
2 2 2 2 6
FLAG FIELD
RCH=
4.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
5.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
6.0
6
2 2 2 2 2 2
FLAG FIELD
RCH=
7.0
6
2 2 2 2 2 2
FLAG FIELD
RCH=
8.0
6
2 2 2 2 2 2
FLAG FIELD
RCH=
9.0
8
2 2 2 2 2 2
2 2
FLAG FIELD
RCH=
10.0
5
2 2 2 2 6
FLAG FIELD
RCH=
11.0
10
2 2 2 2 2 2
2 2 2 6
FLAG FIELD
RCH=
12.0
6
2 6 2 2 2 6
FLAG FIELD
RCH=
13.0
3
2 2 6
FLAG FIELD
RCH=
14.0
10
2 2 2 2 2 2
2 2 6 6
FLAG FIELD
RCH=
15.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
16.0
1
2
FLAG FIELD
RCH=
17.0
1
2
FLAG FIELD
RCH=
18.0
9
2 2 2 2 2 2
2 2 2
FLAG FIELD
RCH=
19.0
9
2 2 2 2 2 2
2 7 6
FLAG FIELD
RCH=
20.0
8
2 2 2 2 2 2
2 2
FLAG FIELD
RCH=
21.0
5
6 6 6 2 6
FLAG FIELD
RCH=
22.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
23.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
24.0
5
2 2 2 2 6
FLAG FIELD
RCH=
25.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
26.0
6
2 2 2 2 2 6
FLAG FIELD
RCH=
27.0
4
2 2 2 2
FLAG FIELD
RCH=
28.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
29.0
10
2 2 2 2 2 2
2 2 2 6
FLAG FIELD
RCH=
30.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
31.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
32.0
10
2 2 2 2 2 2
2 2 2 6
FLAG FIELD
RCH=
33.0
8
2 2 2 2 2 2
2 2
FLAG FIELD
RCH=
34.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
35.0
4
2 2 2 6
FLAG FIELD
RCH=
36.0
10
2 2 2 2 2 2
2 2 2 6
FLAG FIELD
RCH=
37.0
6
2 2 2 2 2 6
FLAG FIELD
RCH=
38.0
7
2 2 2 2 2 2
6
FLAG FIELD
RCH=
39.0
3
6 6 6
FLAG FIELD
RCH=
40.0
9
2 2 2 2 2 2
2 2 6
FLAG FIELD
RCH=
41.0
4
2 2 2 6
FLAG FIELD
RCH=
42.0
8
2 2 2 2 2 2
2 2
FLAG FIELD
RCH=
43.0
5
2 2 2 2 2
FLAG FIELD
RCH=
44.0
6
2 2 2 2 2 6
FLAG FIELD
RCH=
45.0
6
2 2 2 2 2 6
FLAG FIELD
RCH=
46.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
47.0
3
2 2 2
FLAG FIELD
RCH=
48.0
5
2 2 2 2 6
FLAG FIELD
RCH=
49.0
9
2 2 2 2 2 6
2 2 5
ENDATA4
HYDRAULICS
RCH=
1.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
2.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
3.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
4.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
5.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
6.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
7.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
8.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
9.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
10.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
11.0
6.0 0.0148
0.6603
3.2486
0.0897
0.033
HYDRAULICS
RCH=
12.0
6.0 0.0148
0.6603
3.2486
0.0897
0.033
HYDRAULICS
RCH=
13.0
6.0 0.0148
0.6603
3.2486
0.0897
0.033
HYDRAULICS
RCH=
14.0
6.0 0.06
0.38
0.3389
0.45
0.033

HYDRAULICS
RCH=
15.0
6.0
0.06 0.38
0.3389 0.45
0.033
HYDRAULICS
RCH=
16.0
6.0
0.06 0.38
0.3389 0.45
0.033
HYDRAULICS
RCH=
17.0
6.0
0.06 0.38
0.3389 0.45
0.033
HYDRAULICS
RCH=
18.0
6.0
0.0131 0.6763
1.6228 0.1637
0.033
HYDRAULICS
RCH=
19.0
6.0
0.0131 0.6763
1.6228 0.1617
0.033
HYDRAULICS
RCH=
20.0
6.0
0.0131 0.6763
1.6228 0.1617
0.033
HYDRAULICS
RCH=
21.0
6.0
0.0813 0.446
0.3208 0.354
0.033
HYDRAULICS
RCH=
22.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
23.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
24.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
25.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
26.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
27.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
28.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
29.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
30.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH-
31.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
32.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
33.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
34.0
6.0
0.0978 0.3391
0.1783 0.4609
0.033
HYDRAULICS
RCH=
35.0
6.0
0.0978 0.3391
0.1783 0.4609
0.033
HYDRAULICS
RCH=
36.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
37.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
38.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
39.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
40.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
41.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
42.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
43.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
44.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
45.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
46.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
47.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
48.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
49.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
ENDATA5
ENDATA5A
REACT COEF
RCH=
1.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
2.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
3.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
4.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
5.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
6.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
7.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
8.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
9.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
10.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
11.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
12.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
13.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
14.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH-
15.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
16.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
17.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
18.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
19.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
20.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
21.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
22.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
23.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
24.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
25.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
26.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
27.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
28.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
29.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
30.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
31.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
32.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
33.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
34.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
35.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
36.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
37.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
38.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
39.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
40.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
41.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
42.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
43.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
44.0
0.1
0.0 0.1664 3.0
2.0 14.27-0.3573

REACT COEF RCH= 45.0
0.1
0.0
0.1087 3.0
2.0
14.27-0.3573
REACT COEF RCH= 46.0
0.1
0.0
0.1087 3.0
2.0
14.27-0.3573
REACT COEF RCH= 47.0
0.1
0.0
0.1087 3.0
2.0
14.27-0.3573
REACT COEF RCH= 48.0
0.1
0.0
0.1087 3.0
2.0
14.27-0.3573
REACT COEF RCH= 49.0
0.1
0.0
0.0242 3.0
2.0
14.27-0.3573
ENDATA6
N AND P COEF
RCH=
1.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
2.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
3.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
4.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
5.0
0'02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
6.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
7.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
8.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
9.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
10.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
11.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
12.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
13.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
14.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
15.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
16.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
17.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
18.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
19.0
0.05
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
20.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
21.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
22.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
23.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
24.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
25.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
26.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
27.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
2a.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0:0
N AND P COEF
RCH=
29.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
30.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
31.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
32.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
33.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
34.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF 'RCH=
35.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
36.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
37.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
38.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
39.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
40.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
41.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
42.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
43.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
44.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
45.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
46.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
47.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
48.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
49.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
ENDATA6A
ALG/OTHER COEF
RCH=
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
2.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
3.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
4.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
6.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
7.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
8.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
9.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
10.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
11.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
12.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
13.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
14.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
15.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
16.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
17.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
18.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
19.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
20.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
21.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
22.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
23.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
24.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
25.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ENDATA6B
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
ENDATA7
COEF
RCH=
26.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
27.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
28.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
29.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
30.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
31.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
32.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
33.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
34.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
35.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
36.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
37.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
38.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
39.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
40.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
41.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
42.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
43.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
44.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
45.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
46.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
47.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
48.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
49.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
1.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
2.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
3.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
4.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
5.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
6.0
82.7
8.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
7.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
8.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
9.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
10.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
11.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
12.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
13.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
14.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
15.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
16.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
17.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
18.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
19.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
20.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
21.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
22.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
23.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
24.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
25.0
82.7
0.0
0.0
0.0
0.0
0.0
0'.0
0.0
OND-1
RCH=
26.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
27.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
28.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
29.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
30.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
31.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
32.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
33.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
34.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
35.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
36.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
37.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
38.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
39.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
40.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
41.0
82.7
.0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
42.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
43.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
44.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
45.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
46.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
47.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
48.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
49.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-2
INITIAL COND-2
INITIAL COND-2
INITIAL COND-2
INITIAL COND-2
INITIAL COND-2
RCH=
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
2.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
3.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
4.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
6.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

INITIAL COND-2 RCH= 7.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 12.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 14.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 15.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 16.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 17.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 19.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 21.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 22.0 0.0 0.0• 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 23.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 24.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 26.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 27.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 28.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 29.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 31.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 32.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 33.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 34.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 35.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 36.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 37.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 38.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 39.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 41.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 42.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 43.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 44.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 45.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 46.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 47.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 48.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 49.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
ENDATA7A
INCR INFLOW-1 RCH= 1.0 0.52 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 2.0 0.26 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 3.0 0.65 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 4.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 5.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 6.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 7.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 8.0 .0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 9.0 1.03 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 10.0 0.65 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 11.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 12.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 13.0 0.39 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 14.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 15.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 16.0 0.13 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 17.0 0.13 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 18.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 19.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 20.0 1.03 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 21.0 2.50 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 22.0 5.00 82.7 7.0 3.24 0.0 0.0' 0.0 0.0 0.0
INCR INFLOW-1 RCH= 23.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 24.0 2.50 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 25.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 26.0 3.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 27.0 2.00 82..7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 28.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 29.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 30.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 31.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 32.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 33.0 4.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 34.0 0.40 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 35.0 0.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 36.0 0.40 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 37.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0

INCR INFLOW-1 RCH= 38.0 0.28 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 39.0 0.12 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 40.0 0.36 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 41.0 0.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 42.0 0.32 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 43.0 0.20 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 44.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 45.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 46.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 47.0 0.12 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 48.0 0.20 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 49.0 0.36 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
ENDATA8
INCR INFLOW-2 RCH= 1.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 2.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 3.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 4.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 5.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 6.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 7.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 8.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 9.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 10.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 11.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 12.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 13.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 14.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 15.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 16.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 17.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 18.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 19.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 20.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 21.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 22.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 23.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 24.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 25.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 26.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 27.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 28.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 29.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 30.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 31.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 32.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 33.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 34.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 35.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 36.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 37.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 38.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 39.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 40.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 41.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 42.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 43.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 44.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 45.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 46.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 47.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 48.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 49.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
ENDATA8A
ENDATA9
HEADWTR-1 HDW= 1.OUS70/Smithfield 257.2 82.0 5.98 2.49 0.0 0.0 0.0
ENDATA10
HEADWTR-2 HDW= 1.0 0.0 0.0 0.0 0.90 0.21 0.0 1.0 0.0 0.0
ENDATA10A
POINTLD-1 PTL= 1.00ENTRAL JOHN 0.0 6.98 77.4 5.0 102 0.0 0.0 0.0
POINTLD-1 PTL= 2.OSWIFT CREEK 0.0 37.47 82.4 6.1 3.03 0.0 0.0 0.0
POINTLD-1 PTL= 3.OBLACK CREEK 0.0 1.1 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 4.OBAWDY CREEK 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 5.ORACCOON SWMP 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 6.OMILL CREEK 0.0 0.4 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 7.OM000ASIN CK 0.0 0.1 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 8.0FALLING CK 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 9.OBEAVERDAM CK 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 10.00P & L 0.0 1.24 76.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= ll.OGOLDSBORO WT 0.0 -21.7 68.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 12.OLITTLE RIVER 0.0 9.0 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 13.OGENOA IND PK 0.0 0.62 83.5 0.0 142 0.0 0.0 0.0

POINTLD-1 PTL= 14.OWEBBER'S FSH 0.0 0.0 76.0 5.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 15.00ELOTEX 0.0 0.005 89.6 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 16.OGOLDSBORO 0.0 15.66 79.9 6.0 13.2 0.0 0.0 0.0
POINTLD-1 PTL= 17.00ABIN BRANCH 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 18.OWALNUT CREEK 0.0 2.0 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 19.OBEAR CREEK 0.0 8.00 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 20.OFALLING CK 0.0 3.50 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 21.OKINSTON PCH 0.0 10.54 78.6 0.0 94.6 0.0 0.0 0.0
POINTLD-1 PTL= 22.OSOTHWEST CK 0.0 0.5 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 23.OKINSTON NRTH 0.0 6.98 77.4 6.0 45.2 0.0 0.0 0.0
POINTLD-1 PTL= 24.OSTONYTON CK 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 25.ODUPONT 001 0.0 5.6 70.2 0.0 11.89 0.0 0.0 0.0
POINTLD-1 PTL= 26.ODUPONT 002 0.0 0.046 89.6 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 27.ODUPONT 003 0.0 0.026 89.6 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 28.OMOSELEY CK 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 29.00ONTENTNEA 0.0 36.0 78.8 0.5 4.5 0.0 0.0 0.0
POINTLD-1 PTL= 30.00ORE CREEK 0.0 0.40 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 31.OMOSELEY HARR 0.0 0.09 76.0 6.0 7.5 0.0 0.0 0.0
POINTLD-1 PTL= 32.00REEK 0.0 0.0 70.'0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 33.OW. CRAVEN SC 0.0 0.0264 79.9 0.0 45.0 0.0 0.0 0.0
ENDATAII
POINTLD-2 PTL= 1.0 0.0 0.0 0.0 4.0 4.0 0.0 20.0 0.0 0.0
POINTLD-2 PTL= 2.0 0.0 0.0 0.0 0.70 0.19 0.0 10.6 0.0 0.0
POINTLD-2 PTL= 3.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 4.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 6.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 7.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 8.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 12.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 13.0 0.0 0.0 0.0 20.2 20.0 0.0 2.0 0.0 0.0
POINTLD-2 PTL= 14.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 15.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 16.0 0-0 0.0 0.0 2.0 2.0 0.0 10 0.0 0.0
POINTLD-2 PTL= 17.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 18.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 19.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 20.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 21.0 0.0 0.0 0.0 5.0 10.0 0.0 1.0 0.0 0.0
POINTLD-2 PTL= 22.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 23.0 0.0 0.0 0.0 4.0 8.0 0.0 0.80 0.0 0.0
POINTLD-2 PTL= 24.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 25.0 0.0 0.0 0.0 1.7 2.1 0.0 0.56 0.0 0.0
POINTLD-2 PTL= 26.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 27.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 28.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 29.0 0.0 0.0 0.0 1.00 1.1 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 30.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 31.0 0.0 0.0 0.0 2.0 2.0 10.0 0.0 0.0 0.0
POINTLD-2 PTL= 32.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 33.0 0.0 0.0 0.0 10.0 20.0 0.0 2.0 0.0 0.0
ENDATAIIA
ENDATA12
DOWNSTREAM BOUNDARY-1 70.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
ENDATA13
ENDATA13A
0.0

-s Nc^rW L04,o'l
TITLE01
Neuse River
TITLE02
SMTH-STTS/PRMTDLOAD with CLTON
AND
TITLE03
NO
CONSERVATIVE MINERAL I
IN
TITLE04
NO
CONSERVATIVE MINERAL II
IN
TITLE05
NO
CONSERVATIVE MINERAL III
IN
TITLE06
NO
TEMPERATURE
TITLE07
YES
BIOCHEMICAL OXYGEN DEMAND
TITLE08
NO
ALGAE AS CHL-A IN UG/L
TITLE09
NO
PHOSPHORUS CYCLE AS,P IN MG/L
TITLE10
(ORGANIC-P, DISSOLVED-P)
TITLE11
YES
NITROGEN CYCLE AS N IN MG/L
TITLEI2
(ORGANIC-N, AMMONIA-N, NITRITE-N,
TITLEI3
YES
DISSOLVED OXYGEN IN MG/L
TITLEI4
NO
FECAL COLIFORMS IN NO./100 ML
TITLEI5
NO
ARBITRARY NON -CONSERVATIVE
ENDTITLE
NO LIST DATA INPUT
NO WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL X-SECTIONS
NO PRINT LCD/SOLAR DATA
NO PLOT DO AND BOD
FIXED DNSTM COND (YES=1)= 0.0
INPUT METRIC (YES=1) - 0.0
NUMBER OF REACHES - 49.0
NUM OF HEADWATERS - 1.0
TIME STEP (HOURS) - 0.0
MAXIMUM ITERATIONS = 30.0
LATITUDE OF BASIN (DEG) = 36.0
STANDARD MERIDIAN (DEG) = 75.0
EVAP. COEFF. (AE) = 0.00068
ELEV. OF BASIN (ELEV) = 260.0
ENDATAI
0 UPTAKE BY NH3 OXID(MG 0/MG N)= 3.5
0 PROD BY ALGAE (MG 0/MG A) = 1.6
N CONTENT OF ALGAE (MG N/MG A) = 0.085
ALG MAX SPEC GROWTH RATE(1/DAY)= 1.307
N HALF SATURATION CONST (MG/L) = 0.2
LIN ALG SHADE CO (1/H-UGCHA/L) - 0.0027
LIGHT FUNCTION OPTION (LFNOPT) = 1.0
DAILY AVERAGING OPTION (LAVOPT)= 2.0
NUMBER OF DAYLIGHT HOURS (DLH) = 11.2
ALGY GROWTH CALC OPTION(LGROPT)= 1.0
ALG/TEMP SOLR RAD FACTOR(TFACT)= 0.45
ENDATAlA
ENDATAlB
STREAM REACH 1.ORCH=HWY70-CNTRL JOHN
STREAM REACH 2.ORCH=CNTRL JOHN-SWIFT
STREAM REACH 3.ORCH=SWIFT-BLACK
STREAM REACH 4.ORCH=BLACK-MIRY•
STREAM REACH 5.ORCH=MIRY-UT NO. 1
STREAM REACH 6.ORCH=UT NO.1-90 FT
STREAM REACH 7.ORCH=90 FT-2.6 MI DOW
STREAM REACH 8.ORCH=2.6 MI DOWN-85 F
STREAM REACH 9.ORCH-85 FT-80 FT
STREAM REACH 10.ORCH-80 FT -BAWDY CK
STREAM REACH 11.0RCH=BAWDY CK-RCN SWM
STREAM REACH 12.ORCH=RCN SWMP-MCSN CK
STREAM REACH 13.ORCH=MCSN CK-FALLNG C
STREAM REACH 14.ORCH=FALLNG CK-CP & L
STREAM REACH 15.ORCH=CP & L-CONTR 60
STREAM REACH 16.ORCH=CONTR 60 FT -DAM
STREAM REACH 17.ORCH=DAM-NCSR 1008
STREAM REACH 18.ORCH-NCSR 1008-
STREAM REACH 19.ORCH= -LTL RIVER
STREAM REACH 2O.ORCH=LTL RIVER -US 117
STREAM REACH 21.ORCH-US 117-GOLDSBORO
STREAM REACH 22.ORCH=GOLDSBORO-FELLOW
STREAM REACH 23.ORCH=FELLOWS-GREEN
STREAM REACH 24.0RCH=GREEN/CABIN
STREAM REACH 25.ORCH=CABIN-CONTR 12 M
STREAM REACH 26.ORCH=CONTR 12 M-WALNU
STREAM REACH 27.ORCH=WALNUT-MILL
STREAM REACH 28.ORCH=MILL-
STREAM REACH 29.ORCH=NCSR 1002-BEAR
STREAM REACH 30.ORCH=BEAR-SQUIRREL
STREAM REACH 31.ORCH=SQUIRREL-WHITLEY
STREAM REACH 32.ORCH=WHITLEYS-FALLING
STREAM REACH 33.ORCH=FALLING-US 70/25
STREAM REACH 34.ORCH=US 70/258-NC 58
XTRA GLDS INTK/TRIB7010
NITRATE-N)
5D-ULT BOD CONV K COEF =
0.23
OUTPUT METRIC (YES=1) =
0.0
NUMBER OF JUNCTIONS -
0.0
NUMBER OF POINT LOADS -
33.0
LNTH COMP ELEMENT (DX)=
0.4
TIME INC. FOR RPT2 (HRS)=
0.0
LONGITUDE OF BASIN (DEG)-
78.6
DAY OF YEAR START TIME =
275.0
EVAP. COEFF. (BE) -
0.00027
DUST ATTENUATION COEF. -
0.13
0 UPTAKE BY NO2 OXID(MG 0/MG N)= 1.2
0 UPTAKE BY
ALGAE (MG
O/MG A) =
2.0
P CONTENT OF ALGAE (MG P/MG A) =
0.012
ALGAE RESPIRATION RATE (1/DAY) =
0.15
P HALF SATURATION CONST (MG/L)=
0.03
NLIN SHADE
(1/H-(UGCHA/L)**2/3)=
0.0165
LIGHT SATURATION COEF
(INT/MIN)=
0.03
TOTAL DAILY
SOLAR RADTN (INT) =
0.92
TOTAL DAILY
SOLAR RADTN (INT) =
1400.0
ALGAL PREF
FOR NH3-N
(PREFN) -
0.5
NITRIFICATION INHIBITION COEF =
10.0
FROM
136.8
TO
135.2
FROM
135.2
TO
134.4
FROM
134.4
TO
132.4
FROM
132.4
TO
128.4
FROM
128.4
TO
124.4
FROM
124.4
TO
122.0
FROM
122.0
TO
119.6
FROM
119.6
TO
117.2
FROM
117.2
TO
114.0
FROM
114.0
TO
112.0
FROM
112.0
TO
108.0
FROM
108.0
TO
105.6
FROM
105.6
TO
104.4
FROM
104.4
TO
100.4
FROM
100.4
TO
96.4
FROM
96.4
TO
96.0
FROM
96.0
TO
95.6
FROM
95.6
TO
92.0
FROM
92.0
TO
88.4
FROM
88.4
TO
85.2
FROM
85.2
TO
83.2
FROM
83.2
TO
79.2
FROM
79.2
TO
75.2
FROM
75.2
TO
73.2
FROM
73.2
TO
69.2
FROM
69.2
TO
66.8
FROM
66.8
TO
65.2
FROM
65.2
TO
61.2
FROM
61.2
TO
57.2
FROM
57.2
TO
53.2
FROM
53.2
TO
49.2
FROM
49.2
TO
45.2
FROM
45.2
TO
42.0
FROM
42.0
TO
38.0

STREAM REACH
35.ORCH=NC
58-KINSTON PT
FROM
38.0
TO
36.4
STREAM REACH
36.ORCH=KINSTON
PTRE-SW
FROM
36.4
TO
32.4
STREAM REACH
37.ORCH=SW
CK-KINSTONNRT
FROM
32.4
TO
30.0
STREAM REACH
38.ORCH=KINSTONNORTH-STN
FROM
30.0
TO
27.2
STREAM REACH
39.ORCH=STNTN-DUPONT
FROM
27.2
TO
26.0
STREAM REACH
40.ORCH=DUPONT-MOSELEY
FROM
26.0
TO
22.4
STREAM REACH
41.ORCH=MOSELEY-CONTENTN
FROM
22.4
TO
20.8
STREAM REACH
42.ORCH=CONTENTNEA-HLFMO
FROM
20.8
TO
17.6
STREAM REACH
43.ORCH=HLFMOON-NCSR
147
FROM
17.6
TO
15.6
STREAM REACH
44.ORCH=NCSR
1470-CORE C
FROM
15.6
TO
13.2
STREAM REACH
45.ORCH=CORE CK-M. HARRI
FROM
13.2
TO
10.8
STREAM REACH
46.ORCH=M.
HARRIS-5 FT
FROM
10.8
TO
6.8
STREAM REACH
47.ORCH=5 FT-GRN
THROUGH
FROM
6.8
TO
5.6
STREAM REACH
48.ORCH=GRN
THROUGH-CREE
FROM
5.6
TO
3.6
STREAM REACH
49.ORCH=CREEK-NCSR
1400
FROM
3.6
TO
0.0
ENDATA2
ENDATA3
FLAG FIELD
RCH=
1.0
4
1 2 2 6
FLAG FIELD
RCH=
2.0
2
2 6
FLAG FIELD
RCH=
3.0
5
2 2 2 2 6
FLAG FIELD
RCH=
4.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
5.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
6.0
6
2 2 2 2 2 2
FLAG FIELD
RCH=
7.0
6
2 2 2 2 2 2
FLAG FIELD
RCH=
8.0
6
2 2 2 2 2 2
FLAG FIELD
RCH=
9.0
8
2 2 2 2 2 2
2 2
FLAG FIELD
RCH=
10.0
5
2 2 2 2 6
FLAG FIELD
RCH=
11.0
10
2 2 2 2 2 2
2 2 2 6
FLAG FIELD
RCH=
12.0
6
2 6 2 2 2 6
FLAG FIELD
RCH=
13.0
3
2 2 6
FLAG FIELD
RCH=
14.0
10
2 2 2 2 2 2
2 2 6 6
FLAG FIELD
RCH=
15.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
16.0
1
2
FLAG FIELD
RCH=
17.0
1
2
FLAG FIELD
RCH=
18.0
9
2 2 2 2 2 2
2 2 2
FLAG FIELD
RCH=
19.0
9
2 2 2 2 2 2
2 7 6
FLAG FIELD
RCH=
20.0
8
2 2 2 2 2 2
2 2
FLAG FIELD
RCH=
21.0
5
6 6 6 2 6
FLAG FIELD
RCH=
22.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
23.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
24.0
5
2 2 2 2 6
FLAG FIELD
RCH=
25.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
26.0
6
2 2 2 2 2 6
FLAG FIELD
RCH=
27.0
4
2 2 2 2
FLAG FIELD
RCH=
28.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
29.0
10
2 2 2 2 2 2
2 2 2 6
FLAG FIELD
RCH=
30.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
31.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
32.0
10
2 2 2 2 2 2
2 2 2 6
FLAG FIELD
RCH=
33.0
8
2 2 2 2 2 2
2 2
FLAG FIELD
RCH=
34.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
35.0
4
2 2 2 6
FLAG FIELD
RCH=
36.0
10
2 2 2 2 2 2
2 2 2 6
FLAG FIELD
RCH=
37.0
6
2 2 2 2 2 6
FLAG FIELD
RCH=
38.0
7
2 2 2 2 2 2
6
FLAG FIELD
RCH=
39.0
3
6 6 6
FLAG FIELD
RCH=
40.0
9
2 2 2 2 2 2
2 2 6
FLAG FIELD
RCH=
41.0
4
2 2 2 6
FLAG FIELD
RCH=
42.0
8
2 2 2 2 2 2
2 2
FLAG FIELD
RCH=
43.0
5
2 2 2 2 2
FLAG FIELD
RCH=
44.0
6
2 2 2 2 2 6
FLAG FIELD
RCH=
45.0
6
2 2 2 2 2 6
FLAG FIELD
RCH=
46.0
10
2 2 2 2 2 2
2 2 2 2
FLAG FIELD
RCH=
47.0
3
2 2 2
FLAG FIELD
RCH=
48.0
5
2 2 2 2 6
FLAG FIELD
RCH=
49.0
9
2 2 2 2 2 6
2 2 5
ENDATA4
HYDRAULICS
RCH=
1.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
2.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
3.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
4.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
5.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
6.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
7.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
8.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
9.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
10.0
6.0 0.0044
0.8861
2.8484
0.057
0.033
HYDRAULICS
RCH=
11.0
6.0 0.0148
0.6603
3.2486
0.0897
0.033
HYDRAULICS
RCH=
12.0
6.0 0.0148
0.6603
3.2486
0.0897
0.033
HYDRAULICS
RCH=
13.0
6.0 0.0148
0.6603
3.2486
0.0897
0.033
HYDRAULICS
RCH=
14.0
6.0 0.06
0.38
0.3389
0.45
0.033

HYDRAULICS
RCH=
15.0
6.0
0.06 0.38
0.3389 0.45
0.033
HYDRAULICS
RCH=
16.0
6.0
0.06 0.38
0.3389 0.45
0.033
HYDRAULICS
RCH=
17.0
6.0
0.06 0.38
0.3389 0.45
0.033
HYDRAULICS
RCH=
18.0
6.0
0.0131 0.6763
1.6228 0.1637
0.033
HYDRAULICS
RCH=
19.0
6.0
0.0131 0.6763
1.6228 0.1617
0.033
HYDRAULICS
RCH=
20.0
6.0
0.0131 0.6763
1.6228 0.1617
0.033
HYDRAULICS
RCH=
21.0
6.0
0.0813 0.446
0.3208 0.354
0.033
HYDRAULICS
RCH=
22.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
23.0
6.0
0.11.73 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
24.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
25.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
26.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
27.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
28.0
6.0
0.1173 0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
29.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
30.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
31.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH-
32.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
33.0
6.0
0.0385 0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
34.0
6.0
0.0978 0.3391
0.1783 0.4609
0.033
HYDRAULICS
RCH=
35.0
6.0
0.0978 0.3391
0.1783 0.4609
0.033
HYDRAULICS
RCH=
36.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
37.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
38.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
39.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
40.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
41.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH-
42.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
43.0
6.0
0.042 0.4661
0.4707 0.3339
0.033
HYDRAULICS
RCH=
44.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
45.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
46.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
47.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
48.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
HYDRAULICS
RCH=
49.0
6.0
0.0005 0.9963
7.6453 0.0017
0.033
ENDATA5
ENDATA5A
REACT COEF
RCH=
1.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
2.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
3.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
4.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
5.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
6.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
7.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
8.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
9.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
10.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
11.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
12.0
0.1'
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
13.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
14.0
0.1
0.0 0.0971 6.0
1.0 14.27-0.3573
REACT COEF
RCH=
15.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
16.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
17.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
18.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
19.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
20.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
21.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
22.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
23.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
24.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
25.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
26.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
27.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
28.0
0.1
0.0 0.0971 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
29.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
30.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
31.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
32.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
33.0
0.1
0.0 0.17 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
34.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
35.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
36.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
37.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
38.0
0'.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
39.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
40.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
41.0
0.1
0..0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
42.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
43.0
0.1
0.0 0.1664 6.0
2.0 14.27-0.3573
REACT COEF
RCH=
44.0
0.1
0.0 0.1664 3.0
2.0 14.27-0.3573

REACT COEF RCH= 45.0
0.1
0.0 0.1087 3.0
2.0 14.27-0.3573
REACT COEF RCH= 46.0
0.1
0.0 0.1087
3.0
2.0 14.27
-0.3573
REACT COEF RCH= 47.0
0.1
0.0 0.1087
3.0
2.0 14.27
-0.3573
REACT COEF RCH= 48:0
0.1
0.0 0.1087
3.0
2.0 14.27
-0.3573
REACT COEF RCH= 49.0
0.1
0.0 0.0242
3.0
2.0 14.27
-0.3573
ENDATA6
N AND P COEF
RCH=
1.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
2.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
3.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
4.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
5.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
6.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
7.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
8.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
9.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
10.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
11.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
12.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
13.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
14.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
15.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
16.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
17.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
18.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
19.0
0.05
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
20.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
21.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
22.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
23.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
24.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
25.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
26.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
27.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
28.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
29.0
0.02
'0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
30.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
31.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
32.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
33.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
34.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
35.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
36.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
37.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
38.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
39.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
40.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
41.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
42.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
43.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
44.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
45.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
46.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
47.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
48.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
49.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
ENDATA6A
ALG/OTHER COEF
RCH=
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
2.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
3.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
4.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
6.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
7.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
8.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
9.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
10.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
11.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
12.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
13.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
14.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
15.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
16.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
17.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
18.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
19.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
20.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
21.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
22.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
23.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
24.0
0.0
0.0
0.0
0.0
0.0.
0.0
0.0
ALG/OTHER*COEF
RCH=
25.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ENDATA6B
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
INITIAL C
ENDATA7
COEF
RCH=
26.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
27.0
0.0
0.0
0.0'
0.0
0.0
0.0
0.0
COEF
RCH=
28.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
29.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
30.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
31.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
32.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
33.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
34.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
35.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
36.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
37.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
38.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
39.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
40.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
41.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
42.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
43.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
44.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
45.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
46.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
47.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
48.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
COEF
RCH=
49.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
1.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
2.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
3.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
4.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
5.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
6.0
82.7
8.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
7.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
8.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
9.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
10.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
11.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
12.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
13.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
14.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
15.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
16.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
17.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
18.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
19.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
20.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
21.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
22.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
23.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
24.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
25.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
26.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
27.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
28.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
29.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
30.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
31.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
32.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
33.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
34.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
35.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
36.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
37.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
38.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
39.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
40.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
41.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
42.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
43.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
44.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
45.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
46.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
47.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
48.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
OND-1
RCH=
49.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-2
INITIAL COND-2
INITIAL COND-2
INITIAL COND-2
INITIAL COND-2
INITIAL COND-2
RCH=
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
2.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
3.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
4.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
RCH=
6.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

INITIAL COND72 RCH= 7.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 12.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 14.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 15.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 16.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 17.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 19.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 21.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 22.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 23.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 24.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 26.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 27.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 28.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 29.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 31.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 32.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 33.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 34.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH- 35.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 36.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 37.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 38.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 39.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 41.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 42.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 43.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 44.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 45.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 46.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 47.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 48.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 49.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
ENDATA7A
INCR INFLOW-1 RCH= 1.0 0.52 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 2.0 0.26 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 3.0 0.65 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 4.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 5.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 6.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 7.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 8.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 9.0 1.03 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 10.0 0.65 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 11.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 12.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 13.0 0.39 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 14.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 15.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 16.0 0.13 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 17.0 0.13 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 18.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 19.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 20.0 1.03 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 21.0 2.50 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 22.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 23.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 24.0 2.50 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 25.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 26.0 3.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 27.0 2.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 28.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 29.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 30.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 31.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 32.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 33.0 4.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 34.0 0.40 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 35.0 0.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 36.0 0.40 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 37.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0

INCR INFLOW-1 RCH= 38.0 0.28 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 39.0 0.12 82.7 7.0 •3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 40.0 0.36 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 41.0 0.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 42.0 0.32 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 43.0 0.20 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 44.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 45.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 46.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 47.0 0.12 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 48.0 0.20 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 49.0 0.36 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
ENDATA8
INCR INFLOW-2 RCH= 1.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 2.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 3.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 4.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 5.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 6.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 7.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 8.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 9.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCHa 10.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 11.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 12.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 13.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 14.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 15.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 16.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 17.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 18.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 19.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 20.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 21.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 22.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 23.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 24.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 25.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 26.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 27.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 28.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 29.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 30.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 31.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 32.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 33.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 34.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 35.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 36.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 37.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 38.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 39.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 40.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 41.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 42.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 43.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 44.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 45.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH- 46.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 47.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 48.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 49.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
ENDATA8A
ENDATA9
HEADWTR-1 HDW= 1.OUS70/Smithfield 260.2 82.0 5.90 2.62 0.0 0.0 0.0
ENDATA10
HEADWTR-2 HDW= 1.0 0.0 0.0 0.0 0.90 0.24 0.1 1.0 0.0 0.0
ENDATA10A
POINTLD-1 PTL= 1.00ENTRAL JOHN 0.0 6.98 77.4 5.0 102 0.0 0.0 0.0
POINTLD-1 PTL= 2.OSWIFT CREEK 0.0 37.47 82.4 6.1 3.03 0.0 0.0 0.0
POINTLD-1 PTL= 3.OBLACK CREEK 0.0 1.1 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 4.OBAWDY CREEK 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 5.ORAC000N SWMP 0.0 0.0 70.0 0.0 _0.0 0.0 0.0 0.0
POINTLD-1 PTL= 6.OMILL CREEK 0.0 0.4 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 7.OMOCCASIN CK 0.0 0.1 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 8.OFALLING CK 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL- 9.OBEAVERDAM CK 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 10.00P 6 L 0.0 1.24 76.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 11.0GOLDSBOR0 WT 0.0 -21.7 68.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL- 12.OLITTLE RIVER 0.0 9.0 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 13.OGENOA IND PK 0.0 0.62 83.5 0.0 142 0.0 0.0 0.0

POINTLD-1 PTL= 14.OWEBBER'S FSH 0.0 0.0 76.0 5.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 15.00ELOTEX 0.0 0.005 89.6 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 16.OGOLDSBORO 0.0 15.66 79.9 6.0 13.2 0.0 0.0 0.0
POINTLD-1 PTL= 17.00ABIN BRANCH 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 18.OWALNUT CREEK 0.0 2.0 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 19.OBEAR CREEK 0.0 8.00 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 20.OFALLING CK 0.0 3.50 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 21.OKINSTON PCH 0.0 10.54 78.6 0.0 94.6 0.0 0.0 0.0
POINTLD-1 PTL= 22.OSOTHWEST CK 0.0 0.5 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 23.OKINSTON NRTH 0.0 6.98 77.4 6.0 45.2 0.0 0.0 0.0
POINTLD-1 PTL= 24.OSTONYTON CK 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 25.ODUPONT 001 0.0 5.6 70.2 0.0 11.89 0.0 0.0 0.0
POINTLD-1 PTL= 26.ODUPONT 002 0.0 0.046 89.6 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 27.ODUPONT 003 0.0 0.026 89.6 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 28.OMOSELEY CK 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 29.00ONTENTNEA 0.0 36.0 78.8 0.5 4.5 0.0 0.0 0.0
POINTLD-1 PTL= 30.00ORE CREEK 0.0 0.40 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 31.OMOSELEY HARR 0.0 0.09 76.0 6.0 7.5 0.0 0.0 0.0
POINTLD-1 PTL= 32.00REEK 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 33.OW. CRAVEN SC 0.0 0.0264 79.9 0.0 45.0 0.0 0.0 0.0
ENDATAII
POINTLD-2 PTL= 1.0 0.0 0.0 0.0 4.0 4.0 0.0 20.0 0.0 0.0
POINTLD-2 PTL= 2.0 0.0 0.0 0.0 0.70 0.19 0.0 10.6 0.0 0.0
POINTLD-2 PTL= 3.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 4.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 6.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 7.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 8.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 12.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 13.0 0.0 0.0 0.0 20.2 20.0 0.0 2.0 0.0 0.0
POINTLD-2 PTL= 14.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 15.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 16.0 0.0 0.0 0.0 2.0' 2.0 0.0 10 0.0 0.0
POINTLD-2 PTL= 17.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 18.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 19.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 20.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 21.0 0.0 0.0 0.0 5.0 10.0 0.0 1.0 0.0 0.0
POINTLD-2 PTL= 22.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 23.0 0.0 0.0 0.0 4.0 8.0 0.0 0.80 0.0 0.0
POINTLD-2 PTL= 24.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 25.0 0.0 0.0 0.0 1.7 2.1 0.0 0.56 0.0 0.0
POINTLD-2 PTL= 26.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 27.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 28.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 29.0 0.0 0.0 0.0 1.00 1.1 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 30.0 0.0 0.0 0.0 0.25 0.22 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 31.0 0.0 0.0 0.0 2.0 2.0 10.0 0.0 0.0 0.0
POINTLD-2 PTL= 32.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
POINTLD-2 PTL= 33.0 0.0 0.0 0.0 10.0 20.0 0.0 2.0 0.0 0.0
ENDATAIIA
ENDATA12
DOWNSTREAM BOUNDARY-1 70.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
ENDATA13
ENDATA13A
0.0

. -w c-rstl •nj
TITLE01
Neuse River
TITLE02
SMTH-STTS/PRMTDLOAD with CLTON
AND
TITLE03
NO
CONSERVATIVE MINERAL I
IN
TITLE04
NO
CONSERVATIVE MINERAL II
IN
TITLE05
NO
CONSERVATIVE MINERAL III
IN
TITLE06
NO
TEMPERATURE
TITLE07
YES
BIOCHEMICAL OXYGEN DEMAND
TITLE08
NO
ALGAE AS CHL-A IN UG/L
TITLE09
NO
PHOSPHORUS CYCLE AS P IN MG/L
TITLE10
(ORGANIC-P, DISSOLVED-P)
TITLE11
YES
NITROGEN CYCLE AS N IN MG/L
TITLEI2
(ORGANIC-N, AMMONIA-N, NITRITE-N,
TITLEI3
YES
DISSOLVED OXYGEN IN MG/L
TITLEI4
NO
FECAL COLIFORMS IN NO./100 ML
TITLEI5
NO
ARBITRARY NON -CONSERVATIVE
ENDTITLE
NO LIST DATA INPUT
NO WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL X-SECTIONS
NO PRINT LCD/SOLAR DATA
NO PLOT DO AND BOD
FIXED DNSTM COND (YES=1)= 0.0
INPUT METRIC (YES=1) - 0.0
NUMBER OF REACHES - 49.0
NUM OF HEADWATERS - 1.0
TIME STEP (HOURS) = 0.0
MAXIMUM ITERATIONS = 30.0
LATITUDE OF BASIN (DEG) = 36.0
STANDARD MERIDIAN (DEG) = 75.0
EVAP. COEFF. (AE) = 0.00068
ELEV. OF BASIN (ELEV) - 260.0
ENDATAI
0 UPTAKE BY NH3 OXID(MG 0/MG N)= 3.5
0 PROD BY ALGAE (MG O/MG A) = 1.6
N CONTENT OF ALGAE (MG N/MG A) = 0.,085
ALG MAX SPEC GROWTH RATE(1/DAY)= 1.307
N HALF SATURATION CONST (MG/L) = 0.2
LIN ALG SHADE CO (1/H-UGCHA/L) = 0.0027
LIGHT FUNCTION OPTION (LFNOPT) = 1.0
DAILY AVERAGING OPTION (LAVOPT)= 2.0
NUMBER OF DAYLIGHT HOURS (DLH) = 11.2
ALGY GROWTH CALC OPTION(LGROPT)= 1.0
ALG/TEMP SOLR RAD FACTOR(TFACT)= 0.45
ENDATAIA
ENDATAIB
STREAM REACH 1.ORCH=HWY70-CNTRL JOHN
STREAM REACH 2.ORCH=CNTRL JOHN-SWIFT
STREAM REACH 3.ORCH=SWIFT-BLACK
STREAM REACH 4.ORCH=BLACK-MIRY
STREAM REACH 5.ORCH=MIRY-UT NO. 1
STREAM REACH 6.ORCH=UT NO.1-90 FT
STREAM REACH 7.ORCH=90 FT-2.6 MI DOW
STREAM REACH 8.0RCH=2.6 MI DOWN-85 F
STREAM REACH 9.ORCH=85 FT-80 FT
STREAM REACH 10.0RCH-80 FT -BAWDY CK
STREAM REACH ll.ORCH=BAWDY CK-RCN SWM
STREAM REACH 12.ORCH=RCN SWMP-MCSN CK
STREAM REACH 13.ORCH=MCSN CK-FALLNG C
STREAM REACH 14.ORCH=FALLNG CK-CP & L
STREAM REACH 15.ORCH=CP & L-CONTR 60
STREAM REACH 16.ORCH=CONTR 60 FT -DAM
STREAM REACH 17.ORCH=DAM-NCSR 1008
STREAM REACH 18.ORCH=NCSR 1008-
STREAM REACH 19.ORCH- -LTL RIVER
STREAM REACH 2O.ORCH=LTL RIVER -US 117
STREAM REACH 21.ORCH=US 117-GOLDSBORO
STREAM REACH 22.ORCH=GOLDSBORO-FELLOW
STREAM REACH 23.ORCH=FELLOWS-GREEN
STREAM REACH 24.ORCH-GREEN/CABIN
STREAM REACH 25.ORCH=CABIN-CONTR 12 M
STREAM REACH 26.ORCH-CONTR 12 M-WALNU
STREAM REACH 27.ORCH=WALNUT-MILL
STREAM REACH 28.ORCH=MILL-
STREAM REACH 29.ORCH=NCSR 1002-BEAR
STREAM REACH 30.ORCH=BEAR-SQUIRREL
STREAM REACH 31.ORCH=SQUIRREL-WHITLEY
STREAM REACH 32.ORCH=WHITLEYS-FALLING
STREAM REACH 33.ORCH=FALLING-US 70/25
STREAM REACH 34.ORCH=US 70/258-NC 58
XTRA GLDS INTK/TRIB7010
NITRATE-N)
5D-ULT BOD CONV K COEF =
0.23
OUTPUT METRIC (YES=1) =
0.0
NUMBER OF JUNCTIONS =
0.0
NUMBER OF POINT LOADS -
33.0
LNTH COMP ELEMENT (DX)=
0.4
TIME INC. FOR RPT2 (HRS)=
0.0
LONGITUDE OF BASIN (DEG)=
78.6
DAY OF YEAR START TIME =
275.0
EVAP. COEFF. (BE) =
0.00027
DUST ATTENUATION COEF. =
0.13
0 UPTAKE BY NO2 OXID(MG O/MG N)= 1.2
0 UPTAKE BY
ALGAE (MG
O/MG A) =
2.0
P CONTENT OF ALGAE (MG P/MG A) -
0.012
ALGAE RESPIRATION RATE (1/DAY) -
0.15
P HALF SATURATION CONST (MG/L)=
0.03
NLIN SHADE
(1/H-(UGCHA/L)**2/3)=
0.0165
LIGHT SATURATION COEF
(INT/MIN)=
0.03
TOTAL DAILY
SOLAR RADTN (INT) =
0.92
TOTAL DAILY
SOLAR RADTN (INT) =
1400.0
ALGAL PREF FOR NH3-N
(PREFN) -
0.5
NITRIFICATION INHIBITION COEF =
10.0
FROM
136.8
TO
135.2
FROM
135.2
TO
134.4
FROM
134.4
TO
132.4
FROM
132.4
TO
128.4
FROM
128.4
TO
124.4
FROM
124.4
TO
122.0
FROM
122.0
TO
119.6
FROM
119.6
TO
117.2
FROM
117.2
TO
114.0
FROM
114.0
TO
112.0
FROM
112.0
TO
108.0
FROM
108.0
TO
105.6
FROM
105.6
TO
104.4
FROM
104.4
TO
100.4
FROM
100.4
TO
96.4
FROM
96.4
TO
96.0
FROM
96.0
TO
95.6
FROM
95.6
TO
92.0
FROM
92.0
TO
88.4
FROM
88.4
TO
85.2
FROM
85.2
TO
83.2
FROM
83.2
TO
79.2
FROM
79.2
TO
75.2
FROM
75.2
TO
73.2
FROM
73.2
TO
69.2
FROM
69.2
TO
66.8
FROM
66.8
TO
65.2
FROM
65.2
TO
61.2
FROM
61.2
TO
57.2
FROM
57.2
TO
53.2
FROM
53.2
TO
49.2
FROM
49.2
TO
45.2
FROM
45.2
TO
42.0
FROM
42.0
TO
38.0

STREAM REACH
35.ORCH=NC 58-KINSTON PT
STREAM REACH
36.ORCH=KINSTON PTRE-SW
STREAM REACH
37.ORCH=SW CK-KINSTONNRT
STREAM REACH
38.ORCH=KINSTONNORTH-STN
STREAM REACH
39.ORCH=STNTN-DUPONT
STREAM REACH
40.ORCH=DUPONT-MOSELEY
STREAM REACH
41.ORCH=MOSELEY-CONTENTN
STREAM REACH
42.ORCH=CONTENTNEA-HLFMO
STREAM REACH
43.ORCH=HLFMOON-NCSR 147
STREAM REACH
44.ORCH=NCSR 1470-CORE C
STREAM REACH
45.ORCH=CORE CK-M. HARRI
STREAM REACH
46.ORCH=M. HARRIS-5 FT
STREAM REACH
47.ORCH=5 FT-GRN THROUGH
STREAM REACH
48.ORCH=GRN THROUGH-CREE
STREAM REACH
49.ORCH=CREEK-NCSR 1400
ENDATA2
ENDATA3
FLAG FIELD RCH= 1.0
FLAG FIELD RCH= 2.0
FLAG FIELD RCH= 3.0
FLAG FIELD RCH= 4.0
FLAG FIELD RCH= 5.0
FLAG FIELD RCH= 6.0
FLAG FIELD RCH= 7.0
FLAG FIELD RCH= 8.0
FLAG•FIELD RCH= 9.0
FLAG FIELD RCH= 10.0
FLAG FIELD RCH= 11.0
FLAG FIELD RCH= 12.0
FLAG FIELD RCH= 13.0
FLAG FIELD RCH= 14.0
FLAG FIELD RCH= 15.0
FLAG FIELD RCH= 16.0
FLAG FIELD RCH= 17.0
FLAG FIELD RCH= 18.0
FLAG FIELD RCH= 19.0
FLAG FIELD RCH= 20.0
FLAG FIELD RCH= 21.0
FLAG FIELD RCH= 22.0
FLAG FIELD RCH= 23.0
FLAG FIELD RCH= 24.0
FLAG FIELD RCH= 25.0
FLAG FIELD RCH= 26.0
FLAG FIELD RCH= 27.0
FLAG FIELD RCH= 28.0
FLAG FIELD RCH= 29.0
FLAG FIELD RCH= 30.0
FLAG FIELD RCH= 31.0
FLAG FIELD RCH= 32.0
FLAG FIELD RCH= 33.0
FLAG FIELD RCH= 34.0
FLAG FIELD RCH= 35.0
FLAG FIELD RCH= 36.0
FLAG FIELD RCH= 37.0
FLAG FIELD RCH= 38.0
FLAG FIELD RCH= 39.0
FLAG FIELD RCH= 40.0
FLAG FIELD RCH= 41.0
FLAG FIELD RCH= 42.0
FLAG FIELD RCH= 43.0
FLAG FIELD RCH= 44.0
FLAG FIELD RCH= 45.0
FLAG FIELD RCH= 46.0
FLAG FIELD RCH= 47.0
FLAG FIELD RCH= 48.0
FLAG FIELD RCH= 49.0
ENDATA4
HYDRAULICS RCH= 1.0
HYDRAULICS RCH= 2.0
HYDRAULICS RCH= 3.0
HYDRAULICS RCH= 4.0
HYDRAULICS RCH= 5.0
HYDRAULICS RCH= 6.0
HYDRAULICS RCH= 7.0
HYDRAULICS RCH= 8.0
HYDRAULICS RCH= 9.0
HYDRAULICS RCH= 10.0
HYDRAULICS RCH= 11.0
HYDRAULICS RCH= 12.0
HYDRAULICS RCH= 13.0
HYDRAULICS RCH= 14.0
4
2
5
10
10
6
6
6
8
5
10
6
3
10
10
1
1
9
9
8
10
10
5
10
6
4
10
10
10
10
10
8
10
4
10
6
7
3
9
4
8
5
6
6
10
3
5
9
FROM
38.0
TO
36.4
FROM
36.4
TO
32.4
FROM
32.4
TO
30.0
FROM
30.0
TO
27.2
FROM
27.2
TO
26.0
FROM
26.0
TO
22.4
FROM
22.4
TO
20.8
FROM
20.8
TO
17.6
FROM
17.6
TO
15.6
FROM
15.6
TO
13.2
FROM
13.2
TO
10.8
FROM
10.8
TO
6.8
FROM
6.8
TO
5.6
FROM
5.6
TO
3.6
FROM
3.6
TO
0.0
1 2 2 6
2 6
2 2 2 2 6
2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2 2 2
2 2 2 2 2 2
2 2 2 2 2 2
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 6
2 6 2 2 2 6
2 2 6
2 2 2 2 2 2 2 2 6 6
2 2 2 2 2 2 2 2 2 2
2
2
2 2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 7 6
2 2 2 2 2 2 2 2
6 6 6 2 6
2 2 2 2 2 2 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 6
2 2 2 2
2 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 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
2 2 2 6
2 2 2 2 2 2 2 2 2 6
2 2 2 2 2 6
2 2 2 2 2 2 6
6 6 6
2 2 2 2 2 2 2 2 6
2 2 2 6
2 2 2 2 2 2 2 2
2 2 2 2 2
2 2 2 2 2 6
2 2 2 2 2 6
2 2 2 2 2 2 2 2 2 2
2 2 2
2 2 2 2 6
2 2 2 2 2 6 2 2 5
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0044
0.8861
2.8484
0.057
0.033
6.0
0.0148
0.6603
3.2486
0.0897
0.033
6.0
0.0148
0.6603
3.2486
0.0897
0.033
6.0
0.0148
0.6603
3.2486
0.0897
0.033
6.0
0.06
0.38
0.3389
0.45
0.033

HYDRAULICS
RCH=
15.0
6.0
0.06
0.38
0.3389
0.45
0.033
HYDRAULICS
RCH=
16.0
6.0
0.06
0.38
0.3389
0.45
0.033
HYDRAULICS
RCH=
17.0
6.0
0.06
0.38
0.3389
0.45
0.033
HYDRAULICS
RCH=
18.0
6.0
0.0131
0.6763
1.6228 0.1637
0.033
HYDRAULICS
RCH=
19.0
6.0
0.0131
0.6763
1.6228 0.1617
0.033
HYDRAULICS
RCH=
20.0
6.0
0.0131
0.6763
1.6228 0.1617
0.033
HYDRAULICS
RCH=
21.0
6.0
0.0813
0.446
0.3208
0.354
0.033
HYDRAULICS
RCH=
22.0
6.0
0.1173
0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
23.0
6.0
0.1173
0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
24.0
6.0
0.1173
0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
25.0
6.0
0.1173
0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
26.0
6.0
0.1173
0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
27.0
6.0
0.1173
0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
28.0
6.0
0.1173
0.3301
0.1437 0.5099
0.033
HYDRAULICS
RCH=
29.0
6.0
0.0385
0.5247
0.5807
0.2753
0.033
HYDRAULICS
RCH=
30.0
6.0
0.0385
0.5247
0.5807 0.2753
0.033
HYDRAULICS
RCH=
31.0
6.0
0.0385
0.5247
0.5807
0.2753
0.033
HYDRAULICS
RCH=
32.0
6.0
0.0385
0.5247
0.5807
0.2753
0.033
HYDRAULICS
RCH=
33.0
6.0
0.0385
0.5247
0.5807
0.2753
0.033
HYDRAULICS
RCH=
34.0
6.0
0.0978
0.3391
0.1783
0.4609
0.033
HYDRAULICS
RCH=
35.0
6.0
0.0978
0.3391
0.1783
0.4609
0.033
HYDRAULICS
RCH=
36.0
6.0
0.042
0.4661
0.4707
0.3339
0.033
HYDRAULICS
RCH=
37.0
6.0
0.042
0.4661
0.4707
0.3339
0.033
HYDRAULICS
RCH=
38.0
6.0
0.042
0.4661
0.4707
0.3339
0.033
HYDRAULICS
RCH=
39.0
6.0
0.042
0.4661
0.4707
0.3339
0.033
HYDRAULICS
RCH=
40.0
6.0
0.042
0.4661
0.4707
0.3339
0.033
HYDRAULICS
RCH=
41.0
6.0
0.042
0.4661
0.4707
0.3339
0.033
HYDRAULICS
RCH=
42.0
6.0
0.042
0.4661
0.4707
0.3339
0.033
HYDRAULICS
RCH=
43.0
6.0
0.042
0.4661
0.4707
0.3339
0.033
HYDRAULICS
RCH=
44.0
6.0
0.0005
0.9963
7.6453
0.0017
0.033
HYDRAULICS
RCH=
45.0
6.0
0.0005
0.9963
7.6453
0.0017
0.033
HYDRAULICS
RCH=
46.0
6.0
0.0005
0.9963
7.6453
0.0017
0.033
HYDRAULICS
RCH=
47.0
6.0
0.0005
0.9963
7.6453
0.0017
0.033
HYDRAULICS
RCH=
48.0
6.0
0.0005
0.9963
7.6453
0.0017
0.033
HYDRAULICS
RCH=
49.0
6.0
0.0005
0.9963
7.6453
0.0017
0.033
ENDATA5
ENDATA5A
REACT COEF
RCH=
1.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
2.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
3.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
4.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3S73
REACT COEF
RCH=
5.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
6.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
7.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
8.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
9.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
10.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
11.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
12.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
13.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
14.0
0.1
0.0 0.0971
6.0
1.0 14.27
-0.3573
REACT COEF
RCH=
15.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
16.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
17.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
18.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
19.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
20.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
21.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
22.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
23.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
24.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
25.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
26.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
27.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
28.0
0.1
0.0 0.0971
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
29.0
0.1
0.0 0.17
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
30.0
0.1
0.0 0.17
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
31.0
0.1
0.0 0.17
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
32.0
0.1
0.0 0.17
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
33.0
0.1
0.0 0.17
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
34.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
35.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
36.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
37.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
38.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
39.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
40.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
41.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
42.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
43.0
0.1
0.0 0.1664
6.0
2.0 14.27
-0.3573
REACT COEF
RCH=
44.0
0.1
0.0 0.1664
3.0
2.0 14.27
-0.3573

REACT COEF RCH= 45.0
0.1
0.0 0.1087 3.0
2.0 14.27-0.3573
REACT COEF RCH= 46.0
0.1
0.0 0.1087 3.0
2.0 14.27
-0.3573
REACT COEF RCH= 47.0
0.1
0.0 0.1087 3.0
2.0 14.27
-0.3573
REACT COEF RCH= 48.0
0.1
0.0 0.1087 3.0
2.0 14.27
-0.3573
REACT COEF RCH= 49.0
0.1
0.0 0.0242 3.0
2.0 14.27
-0.3573
ENDATA6
N AND P COEF
RCH=
1.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
2.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
3.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
4.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
5.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
6.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
7.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
8.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
9.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
10.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
11.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
12.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
13.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
14.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
15.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
16.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
17.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
18.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
19.0
0.05
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
20.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
21.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
22.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
23.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
24.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
25.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
26.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
27.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
28.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
29.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
30.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
31.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
32.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
33.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
34.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
35.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
36.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
37.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
38.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
39.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
40.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
41.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
42.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
43.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
44.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
45.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
46.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
47.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
48.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
N AND P COEF
RCH=
49.0
0.02
0.05
0.5
0.0
2.0
0.0
0.0
0.0
ENDATA6A
ALG/OTHER COEF
RCH=
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
2.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
3.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
4.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
6.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
7.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
8.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
9.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
10.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
11.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
12.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
13.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
14.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
15.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
16.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
17.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
18.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
19.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
20.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
21.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
22.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
23.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
24.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
25.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

ALG/OTHER COEF
RCH=
26.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
27.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH-
28.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
29.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
30.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH-
31.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
32.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
33.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
34.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
35.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
36.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
37.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
38.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
39.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
40.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
41.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
42.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
43.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
44.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
45.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
46.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
47.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
48.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ALG/OTHER COEF
RCH=
49.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ENDATA6B
INITIAL COND-1
RCH=
1.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
2.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
3.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH-
4.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
5.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
6.0
82.7
8.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
7.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
8.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
9.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
10.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
11.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
12.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH-
13.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
14.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
15.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
16.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
17.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
18.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
19.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
20.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
21.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
22.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
23.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
24.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
25.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
26.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
27.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
28.0
82.7
0.0
0.0
0.0
0.0
0.0
01.0
0.0
INITIAL COND-1
RCH=
29.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
30.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
31.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
32.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
33.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
34.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
35.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
36.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
37.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
38.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
39.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
40.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH-
41.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
42.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
43.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
44.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
45.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
46.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
47.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
48.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-1
RCH=
49.0
82.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
ENDATA7
INITIAL COND-2
RCH=
1.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-2
RCH=
2.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-2
RCH=
3.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-2
RCH=
4.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-2
RCH=
5.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
INITIAL COND-2
RCH=
6.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

INITIAL COND-2 RCH= 7.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 12.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 14.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 15.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 16.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 17.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 19.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 21.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 22.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 23.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 24.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 26.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 27.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 28.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 29.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 31.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 32.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 33.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 34.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 35.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 36.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 37.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 38.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 39.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 41.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 42.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 43.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 44.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 45.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 46.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 47.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 48.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
INITIAL COND-2 RCH= 49.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
ENDATA7A
INCR INFLOW-1 RCH= 1.0 0.52 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 2.0 0.26 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 3.0 0.65 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 4.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 5.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0..0
INCR INFLOW-1 RCH= 6.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 7.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 8.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 9.0 1.03 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 10.0 0.65 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 11.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 12.0 0.78 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 13.0 0.39 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 14.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 15.0 1.29 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 16.0 0.13 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 17.0 0.13 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 18.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 19.0 1.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 20.0 1.03 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 21.0 2.50 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 22.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 23.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 24.0 2.50 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 25.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 26.0 3.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 27.0 2.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 28.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 29.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 30.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCHa 31.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 32.0 5.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 33.0 4.00 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 34.0 0.40 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 35.0 0.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 36.0 0.40 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 37.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0

INCR INFLOW-1 RCH= 38.0 0.28 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 39.0 0.12 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 40.0 0.36 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 41.0 0.16 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 42.0 0.32 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 43.0 0.20 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 44.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 45.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 46.0 0.24 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 47.0 0.12 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 48.0 0.20 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
INCR INFLOW-1 RCH= 49.0 0.36 82.7 7.0 3.24 0.0 0.0 0.0 0.0 0.0
ENDATA8
INCR INFLOW-2 RCH= 1.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 2.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 3.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 4.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 5.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 6.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 7.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 8.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 9.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 10.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 11.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 12.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 13.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 14.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 15.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 16.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 17.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 18.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 19.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 20.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 21.0 0.0 0.25 0.1 0.0 0.0 0:0 0.0
INCR INFLOW-2 RCH= 22.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 23.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 24.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 25.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 26.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 27.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 28.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 29.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 30.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 31.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 32.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 33.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 34.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 35.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 36.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 37.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 38.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 39.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 40.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 41.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 42.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 43.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 44.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 45.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 46.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 47.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 48.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
INCR INFLOW-2 RCH= 49.0 0.0 0.25 0.1 0.0 0.0 0.0 0.0
ENDATA8A
ENDATA9
HEADWTR-1 HDW= 1.OUS70/Smithfield 261.2 82.0 5.94 2.56 0.0 0.0 0.0
ENDATAIO
HEADWTR-2 HDW= 1.0 0.0 0.0 0.0 0.88 0.22 0.1 1.0 0.0 0.0
ENDATA10A
POINTLD-1 PTL= 1.00ENTRAL JOHN 0.0 6.98 77.4 5.0 102 0.0 0.0 0.0
POINTLD-1 PTL= 2.OSWIFT CREEK 0.0 37.47 82.4 6.1 3.03 0.0 0.0 0.0
POINTLD-1 PTL= 3.OBLACK CREEK 0.0 1.1 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 4.OBAWDY CREEK 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 5.ORACCOON SWMP 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 6.OMILL CREEK 0.0 0.4 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 7.OMOCCASIN CK 0.0 0.1 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 8.OFALLING CK 0.0 0.2 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 9.OBEAVERDAM CK 0.0 0.0 70.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 10.00P 6 L 0.0 1.24 76.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= ll.OGOLDSBORO WT 0.0 -21.7 68.0 0.0 0.0 0.0 0.0 0.0
POINTLD-1 PTL= 12.OLITTLE RIVER 0.0 9.0 82.7 7.0 2.0 0.0 0.0 0.0
POINTLD-1 PTL= 13.OGENOA IND PK 0.0 0.62 83.5 0.0 142 0.0 0.0 0.0

r
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
ENDATAII
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
ENDATAIIA
ENDATA12
DOWNSTREA
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Page 1
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P age .l. Webb Technical REPORT Work Order
Received: 07/23/91 09/09/91 13:45:03
REPORT TOWN OF CLAYTON ��',�`J:'P — PREPARED Webb Technical. Group, Inc.
TO P.O. BOX 079 � - BY 4320 Delta Lake Drive
CLAYTON, NC 27520 _ Rale�hr NC 27612
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CLIENT CLAYTN SAMPLES 2
COMPANY TOWN OF CLAYTON M9TP
FACILITY CLAYTON, NC
WORK ID PltI ORI T.'Y" POLLUTANT
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CERTIFIED BY
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We are p:I.eased to provide this certified report of analy
Samples will be retained _Eor 30 days of ter. report._ is is s
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SAMPLE OF: Wastewater
4ETHOD: 8080 (SW-846)
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BQL=Below Quantitation Limit
Lag No. 91-07-673
A 3kLYSIS R-:PORIT.
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ANALYSIS -REPORT
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Log No. 91--08•-223 Report Date: �:ucsust 27, 1991
Certified Ev :
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WEBB TECV1NlCAL. CROUP, INC.
4325 Plaasai,t Va I Iely Road, 5.:��� i t 0
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