NC0021920_Instream Assessment_19880513

NPDES DOCUMENT SCANNING: COVER SHEET
NC0021920
Whiteville WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Special Order by Consent
ty.iY'f�r.i4JMWf. .. .
,,Instream
Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
May 13, 1988
This document is printed on reuse paper - hors arty -
content on the reirerse side

MEMORANDUM
TO:
DIVISION OF ENVIRONMENTAL MANAGEMENT
Preston Howard
May 13, 1.988
THROUGH: Randy Dodd 'Ta c h
Trevor Cleme•ts
Steve Tedder
FROM: Ruth Clark Rt
SUBJECT:
Summary
Instream Assessment for the Town of Whiteville WWTP
NPDES No. NC0021920
Columbus County
A level B analysis has been completed to determine the impact of
additional domestic flow at Whiteville's WWTP on the DO level of White
Marsh, a C-Swamp stream. The plant is designed at 2.5 MGD and is currently
discharging an average of 1.413 MGD. The current summer limits for GODS and
NH,-N are 5 mg/1 and 2 mg/1 respectively. Compliance data indicate that
the facility exceeded these limits from June to September, 1987. While the
additional wasteflow is not expected to result in a significant impact, the
proposed JOC limits allow for extended anoxic conditions at low flow. Since
the facility seems to be capable of performance beyond proposed levels, it
is recommended that more stringent (summer) limits be considered. A DEM
bioassay from 2/12/86 indicated no acute toxicity. Since the town of
Whiteville is a major facility (> 1 MGD) with an industrial component, it
may be beneficial to require quarterly chronic monitoring.
Analysis and Discussion
Model runs were completed at 1.413 MGD
r
(post-JOC flow) at the suggested JOC limits of 10Jmg/1C 1BOD and 4 1.463 1
NH.,-N. It was assumed that the NBOD:NH;,-N ratio was4.5:1S whileltheg/
CHOD:BODS ratio was 2:1 since 10% of the waste is industrial. Other model
inputs were obtained from an analysis done for Whiteville's 1.986 permit
renewal. These runs predicted that the in -stream DO sags to 0 approximately
1.1 miles (pre-JOC) and 1.0 miles (post-JOC) downstream from the outfall.
Based on this comparison alone, significant impact as a result of the addi-
tional flow is not anticipated.

Other model runs were completed to determine "background" conditions,
the effects of reducing JOC NH:,-N limits and the effects of varying temper-
ature and flow on in -stream D0. The results (Table 1) also support the
conclusion that the increased waste flow does not affect the DO. Since D0
values less than 3 mg/1 may be expected to have both acute and chronic
impacts, reducing the allowable BOD, and NH.-N in the JOC would provide
substantial protection to the stream. Since the facility seems to be capa-
ble of meeting limits below proposed JOC limits, it is recommended that
consideration be given to raising the DO limit to 6 mg/1 and lowering the
NH.,-N limit. An NH,-N limit of 4 mg/1 is necessary to maintain DO above 3
mg/1 instream. An analysis was not completed to determine the maximum
allowable JOC flow because of the lack of applicable criteria when predicted
DO values are below 3 mg/1.
Please advise if questions.
RC/gh
cc: Kent Wiggins
Ken Eagleson
George Everett
Steve Reid

Table 1: Instream Assessment Summary for the Town of Whiteville
Wasteflow Assumptions
Design Capacity
Pre-JOC (3/87-2/88)
Additional JOC requested
Model Input Summary
Headwaters Conditions
2.500 MGD
1.413 MGD
.050 MGD
7Q10
Qavg . 4.7 cfs
CBOD 201 cfs
2
NBOD 1 mm/g/ I
Individual Model Run Inputs
Model Waste Waste Waste
Run DO Headwater Headwater Double
BODS NH.-N Qw Temp DO 7Q107
(m01) (mg/1) (mg/1) (MGD) (°C) (mg/1)
1 5
10 14 1.413 28 7.05 No
2 5 10 14 1.463 28
7.05 No
3 5 10
14 1.413 28 7.05 Yes
4 5 10 i4 1.463 28 7.05 Yes
5 5 10 1.4 1.413 20 9.09 No
6 5 10 14 1.463 20
7 7.05 2 1 9.09 No
8 5 1.413 28 7.05 No
8 6 1.413 28 7.05 No
9 5 5 2 1.413 28
7.05 No
10 6 10 4
1.413 28 7.05 NO

Run
Model Output Summary
For Segment 1, Reach 1 (total length = 1.6 mi)
DO 1 Miles 11 Miles 1i Miles
Min (mg/1) DO <5 mg/1 DO <3 mg/1 DO = 0 mg/1
1 0 1.5 1.2 0.6
2 0 1.5 1.2 0.7
3 2.14 1.2 0.4 0
4 2.03 1.2 0.5 0
5 1.72 1.1 0.5 0
6 1.57 1.1 0.6 0
7 6.45 0 0 0
8 2.04 1.3 0.5 0
9 4.50 0.6 0 0
10 3.03 1.1 0 0

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8mL6z�:rjq'a2r?
SUMMER
TOWN OF WHITEVILLE JOC
FLOW= 1
��
.413 ---=� 10
| Reach 4-� Seg Mi I D.O. CBOD NBOD � Flow |
1 1 0.00 6.40 7.72 20.71 6.89
1 1 0.10 5.60 7.58 20.01 6.89
1 1 0.20 4.85 7.44 19.34 6.89
1 1 0.30 4.13 7.31 18.69 6.90
1 1 0.40 3.45 7.18 18.06 6.90
1 1 0.50 2.80 7.05 17.45 6.90
1 l 0.60 2.19 6.92 16.86 6.90
1 1 0.70 1.61 6.79 16.29 6.91
1 1 0.80 1.06 6.67 15.74 6.91
1 1 0.90 0.55 6.55 15.21 6.91
1 1 1.00 0.06 6.43 14.70 6.91
1 1 1.10 0.00 6.31 14.21 6.92
1 1 1.20 0.00 6.20 13.73 6.92
1 1 1.30 0.00 6.09 13.27 6.92
1 1 1.40 0.00 5.98 12.82 6.92
1 1 1.50 0.00 5.87 12.39 6.92
1 1 1.60 0.00 5.76 11.97 6.93
1 2 1.60 0.89 5.29 10.59 7.93
1 2 1.70 0.57 5.19 10.23 7.93
1 2 1.80 0.27 5.10 9.89 7.93
1 2 1.90 0.00 5.01 9.56 7.93
1 2 2.O0 0.00 4.92 9.23 7.94
1 2 2.10 0.00 4.83 8.92 7.94
1 2 2.20 0.00 4.74 8.62 7.94
1 2 2.30 0.00 4.65 8.33 7.94
1 2 2.40 0.00 4.57 8.05 7.95
1 2 2.50 0.00 4.49 7.78 7.95
2 1 0.00 6.00 7.50 4.00 0.05
2 1 0.10 5.73 7.33 3.87 0.05
2 1 0.20 5.48 7.17 3.74 0.05
2 1 0.30 5.24 7.01 3.61 0.05
2 1 0.40 5.01 6.85 3.49 0.05
2 1 0.50 4.79 6.70 3.38 0.05
3 1 0.00 0.03 4.50 7.76 7.99
3 1 0.10 0.00 4.42 7.50 8.00
3 1 0.20 0.00 4.34 7.25 8.00
8 1 0.30 0.00 4.26 7.00 8.00
3 1 0.40 0.00 4.19 6.77 8.00
3 1 0.50 0.00 4.11 6.54 8.01
3 1 0.60 0.00 4.04 6.32 8.01
3 1 0.70 0.00 3.96 6.11 8.01
3 1 0.80 0.00 3.89 5.90 8.01
3 1 0.90 0.00 3.82 5.70 8.01
3 1 1.00 0.00 3.75 5.51 8.02
3 1 1.10 0.00 3.69 5.33 8.02
3 1 1.20 0"00 3.62 5.15 8.02
3 1 1.30 0.00 3.55 4.97 8.02
3 1 1.40 0.00 3.49 4.81 8.03
3 1 1.50 0.00 3.43 4.65 8.03
3 1 1.60 0.00 3.37 4.49 8.03
3 1 1.70 0.00 3.31 4.34 8.03
3 1 1.80 0.00 3.25 4.19 8.04
3 1 1.90 0.00 3.19 4.05 8.04
3 1 2.00 0.00 3.13 3.92 8.04
3 1 2.10 0.00 3.07 3.79 8.04
3 1 2.20 0.00 3.02 3.66 8.04
3 1 2.30 0.00 2.96 3.54 8.05
3 1 2.40 0.00 2.91 3.42 8.05

3
3
3
3
'Beg #
L .
11 it x V.�'«� ', 3� t� x �}}.Jc: ZI n s. �•..1
2.60
iM 4 •..+..}
2. 60 0 . 00 2' r B 1 3. 1 8. 05
1 2.70
0.00 2.76 34c:08 8xo6
1 2.80 0n00 2.71 �2..n98 8x06
1 2.90 0.00 2.66 2e88 8.06
1 3.00 0.00 2.61 2.78 3„06
Reach # 3ccj Mi. i D.O. CBOD NBOD i Flow

SUMMER
TOWN OF WHITEVILLE JOC
FLOW=1.463 BOD5=10 1',IH3=14
Seg # Reach # Seg Mi D.O. CBOD NBOD | Flow �
1 1 0.00 6.38 7.86 21.18 6.97
1 1 0.10 5.57 7.72 20.47 6.97
1 1 0.20 4.80 7.58 19.78 6.97
1 1 0.30 4.06 7.44 19.11 6.97
1 1 0.40 3.37 7.30 18.47 6.98
1 1 0.50 2.71 7.17 17.85 6.98
1 1 0.60 2.08 7.04 17.24 6.98
1 1 0.70 1.49 6.91 16.66 6.98
1 1 0.80 0.93 6.79 16.10 6.99
1 1 0.90 0.40 ��.67 15.56 6.99
1 1 1.00 0.00 6.54 15.04 6.99
1 1 1.10 0.00 6.43 14.53 6.99
1 1 1.20 0.00 6.31 14.04 7.00
1 1 1.30 0.00 6.19 13.57 7.00
1 1 1.40 0.00 6.08 13.11 7.0O
1 1 1.50 0.00 5.97 12.67 7.00
1 1 1.60 0.00 5.86 12.24 7.00
1 2 1.60 0.88 5.38 10.84 8.00
1 2 1.70 0.55 5.28 10.48 8.01
1 2 1.80 0.24 5.19 10.12 8.01
1 2 1.90 0.00 5.10 9.78 8.01
1 2 2.00 0.00 5.00 9.45 8.01'
1 2 2.10 0.00 4.91 9.14 8.02
1 2 2.20 O.00 4.82 8.83 8.02
1 2 2.30 0.00 4.74 8.53 8.02
1 2 2.40 0.00 4.65 8.25 8.02
1 2 2.50 0.00 4.57 7.97 8.03
2 1 0.00 6.00 7.50 4.00 0.05
2 1 0.10 5.73 7.88 3.87 0.05
2 1 0.20 5.48 7.17 3.74 0.05
2 1 0.30 5.24 7.01 3.61 0.05
2 1 0.40 5.01 6.85 3.49 0.05
2 1 0.50 4.79 6.70 3.38 0.05
3 1 0.00 0.03 4.58 7.94 8.07
3 1 0.10 0.00 4.50 7.68 8.07
3 1 0.20 0.00 4.42 7.42 8.08
3 1 0.30 0.00 4.34 7.17 8.08
8 1 0.40 0.00 4.26 6.93 8.08
3 l 0.50 0.00 4.18 6.69 8.08
3 1 0.60 0.00 4.11 6.47 8.09
3 1 0.70 0.00 4.03 6.25 8.09
3 1 0.80 0.00 3.96 6.04 8.09
3 1 0.90 0.00 3.89 5.84 8.09
3 1 1.00 0.00 3.82 5.64 8.09
3 1 1.10 0.00 3.75 5.45 8.10
3 1 1.20 0.00 3.68 5.27 8.10
8 1 1.30 0.00 3.62 5.09 8.10
3 1 1.40 0.00 3.55 4.92 8.10
3 1 1.50 0.00 3.49 4.76 8.11
3 1 1.60 0.00 3.43 4.60 8.11
3 1 1.70 0.00 3.36 4.44 8.11
3 1 1.80 0.00 3.30 4.29 8.11
3 1 1.90 0.00 3.24 4.15 8.12
3 1 2.00 0.00 3.19 4.01 8.12
3 1 2.10 0.00 3.13 3.88 8.12
3 1 2.20 0.00 3.07 3.75 8.12
3 1 2.30 0.00 3.02 3.62 8.12
3 1 2.40 0.00 2.96 3.50 8.13

3 1 2.60 0.00 2.86 3.27 8.13
8 1 2.70 0.00 2.81 3.16 8,13
3 1 2.80 0.00 2.76 3.05 8.14
3 1 2.90 0.00 2.71 2.95 8.14
3 1 3.00 0.00 2.66 2.85 8.14
'
^ ' ~

Discharger
Receiving Stream
GUMMER
TOWN OF WHITEVILLE JOC
---------- MODEL RESULTS ----------
: CITY OF WHITEVILLE
: WHITE MARSH
The End D.O. is 0.00 mg/J..
The End CBOD is 2.66 mg/1.
The End NBOD is 2.85 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (frig /l} (mg /l) (frig/ l) (mg(J)
Segment 1 0.00 1.00 1
Reach 1 20.00 63.00 5.00 1.46q00
Reach 2 0.00 0.00 0.00 0.00000
Segment 2 4.79 0.50 1
Reach 1 7.50 4.00 6.00 0.03000
Segment 3 0.00 0.10 1
Reach 1 0.00 0.00 0.00 0.00000

SUMMER
WHITEVL5 ON LBDATA 27
2X7010, EXISTING FLOW
Sec) # Reach # Geg Mi D.O. CBOD | NBOD 1 Flow |
J. 1 0.00 6.66 5.40 12.72 11.59
1 1 0.10 6.29 5.33. 12.39 11.59
1 1 0.20 5.93 5.25 12.08 11.60
1 1 0.30 5.58 5.18 11.77 11.60
1 1 0.40 5.24 5.11 11.47 11.61
1 1 0.50 4.92 5.04 11.17 11.61
1 1 0.60 4.61 4.97 10.89 11.62
1 1 0.70 4.32 4.90 10.61 11.62
1 1 0.80 4.03 4.83 10.34 11.63
1 1 0.90 3.76 4.77 10.08 11.63
1 1 1.00 3.50 4.70 9.82 11.64
1 1 1.10 3.24 4.64 9.57 11.64
1 1 1.20 3.00 4.57 9.83 11.65
1 1 1.30 2.77 4.51 9.09 11.65
1 1 1.40 2.55 4.45 8.86 11.65
1 1 1.50 2.34 4.39 8.63 11.66
1 1 1.60 2.14 4.33 8.41 11.66
1 2 1.60 2.86 3.99 7.33 13.66
1 2 1.70 2.70 3.94 7.15 l3.67
1 2 1.80 2.54 3.88 6.98 13.67
1 2 1.90 2.40 3.88 6.81 13.68
1 2 2.00 2.26 3.78 6.64 13.68
1 2 2.10 2.13 3.73 6.48 13.69
1 2 2.20 2.00 3.69 6.33 13.69
1 2 2.30 1.88 3.64 6.17 13.70
1 2 2.40 1.76 3.59 6.02 13.70
1 2 2.50 1.65 3.54 5.88 13.71
2 1 0.00 6.00 7.50 4.00 0"05
2 1 0.10 5.73 7.33 3.87 0.05
2 1 0.20 5.48 7.17 3.74 0.05
2 1 0.30 5.24 7.01 3.61 0.05
2 1 0.40 5.01 6.85 3.49 0.05
2 1 0.50 4.79 6.70 3.38 0.05
3 1 0.00 1.66 3.56 5.87 13.75
3 1 0.10 1.56 3.51 5.73 13.76
3 1 0.20 1.46 3.46 5.59 13.76
3 1 0.30 1.37 3.42 5.46 13.77
3 1 0.40 1.28 3.37 5.32 13.77
3 1 0.50 1.20 3.33 5.20 13.77
3 1 0.60 1.12 3.29 5.07 13.78
3 1 0.70 1.04 3.25 4.95 13.78
3 1 0.80 0.97 3.20 4.83 13.79
3 1 0.90 0.91 3.16 4.71 13.79
3 1.00 0.85 3.12 4.60 13.80
3 1 1.10 0.79 3.08 4.49 13.80
8 1 1.20 0.73 3.04 4.38 13.81
3 1 1.30 0.68 3.00 4.27 13.81
3 1 1.40 0.64 2.96 4.17 13.82
3 1 1.50 0.60 2.92 4.07 13.82
3 1 1.60 0.56 2.89 3.97 13.83
3 1 1.70 0.52 2.85 3.88 13.83
3 1 1.80 0.49 2.81 3.78 13.83
3 1 1.90 0.46 2.78 3.69 13.84
3 1 2.00 0.43 2.74 3.60 13.84
3 1 2.10 0.41 2.70 3.52 13.85
3 1 2.20 0.39 2.67 3.43 13.85
3 1 2.30 0.37 2.64 3.35 13.86
3 1 2.40 0.85 2.60 3.27 13.86

6 1 if..uZTLJ (..).—zi4 itnD/r Jn 1V IVud !
-3 1 2.60 0.33 8.53 3.11
) u 1 1 13.87
17i
3 1 2.70 0.32 2.50 3.04 13.88
3 1 2 elo 0.32 P.47 2.96 13.88
3 1 2.90 0.31 2.442.89 13.89
. 3 1 3,00 0.31 2.41 2.82 13.89
8cy 4; ; Reach 4 1 Seq M. D.D. 1 CBOD NBOD Flow. 1

0
SUMMER
WHITEVL6 ON LBDATA 27
2X7Q10, SOC FLOW
/ Seg # | Reach # | Seg Mi 1 D.O. CBOD NBOD 1 Flow |
1 1 0.00 6.65 5.50 13.05 11.67
l 1 0.10 6.27 5.42 12.72 11.67
1 1 0.20 5.90 5.35 12.40 11.68
1 1 0.30 5.55 5.28 12.08 11.68
1 1 0.40 5.20 5.20 11.77 11.69
1 1 0.50 4"88 5.13 11.48 11.69
1 1 0.60 4.56 5.06 11.18 11.70
1 1 0.70 4.26 4.99 10.90 11.70
1 1 0.80 3.97 4.92 10.62 11.70
1 1 0.90 3.69 4.86 10.35 11.71
1 1 1.00 3.42 4.79 10.09 11.71
1 1 1.10 3.16 4.72 9.84 11.72
1 1 1.20 2.92 4.66 9.59 11.72
1 1 1.30 2.68 4.60 9.34 11.73
1 1 1.40 2.45 4.53 9.11 11.73
1 1 1.50 2.24 4.47 8.87 11.74
1 1 1.60 2.03 4.41 8.65 11.74
1 2 1.60 2.76 4.06 7.54 13.74
1 2 1.70 2.60 4.01 7.35 13.75
1 2 l.80 2.44 3.95 7.18 13.75
1 2 1.90 2.29 3.90 7.01 13.76
1 2 2.00 2.15 3.85 6.84 13.76
1 2 2.10 2.01 3.80 6.67 13.76
1 2 2.20 1.88 3.75 6.51 13.77
1 2 2.30 1.76 3.71 6.36 13.77
1 2 2.40 1.64 3.66 6.20 13.78
1 2 2.50 1.53 3.61 6.05 13.78
2 1 0.00 6.00 7.50 4.00 0.05
2 1 0.10 5.73 7.33 3.87 0.05
2 1 0.20 5.48 7.17 3.74 0.05
2 1 0.30 5.24 7.01 3.61 0.05
2 1 0.40 5.01 6.85 3.49 0.05
2 1 0.50 4.79 6.70 3.38 0.05
3 1 0.00 1.54 3.62 6.04 13.83
3 1 0.l0 1.43 3.57 5.90 13.83
3 1 0.20 1.33 3.53 5.76 13.84
3 1 0.30 1.24 3.48 5.62 13.84
3 1 0.40 1.15 3.44 5.48 13.85
3 1 0.50 1.06 3.39 5.35 13.85
3 1 0.60 0.9a 3.35 5.22 13.86
3 1 0.70 0.90 3.31 5.10 13.86
3 1 0.80 0.83 3.26 4.98 13.87
3 l 0.90 0.76 3.22 4.86 13.87
3 1 1.00 0.70 3.18 4.74 13.88
3 1 1.10 0.64 3.14 4.63 13.88
3 1 1.20 0.59 3.10 4.51 ,as
3 1 1.30 0.54 3.06 4.41 18.89
3 1 1.40 0.49 3.02 4.30 13.89
3 1 1.50 0.44 2.98 4.20 13.90
3 1 1.60 0.40 2.94 4.10 13.90
3 1 1.70 0.37 2.90 4.00 13.91
3 1 1.80 0.38 2.87 8.90 13.91
3 1 1.90 0.30 2.83 3,81 13.92
3 1 2.00 0.28 2.79 3.72 13.92
3 1 2.10 0.25 2.76 3.63 13.93
3 1 2.20 0.23 2.72 3.54 13.93
3 1 2.30 0.21 2.69 3.46 13.93
3 1 2.40 0.19 2.65 3.37 13.94

3 1. 2.. 60 0.17 2.58 3.21 13.95
3 1 2.70 0.16 2,,. 55 3.14 13.95
31 2.80 0.16 2.52 3.06 13.96
3 - 1 2. 90 0. 15 2.49 2.99 13.96
3 1 3.00.. 0.15•2.45 P.92 13.97
Beg # ; Reach # s- 8Eg M i 1 D.O. 1 CBOD NBOD Flow

SUMMER
WHITEVL7 ON LP -DATA 27
T=20, Q=1.413, REAL 7Q10
| Seg # Reach # Seg Mi D.O. CBOD NBOD ( F1ow It
1 1 0.00 7.17 7.72 20.71 6.89
1 1 0.10 6.73 7.62 20.33 6.89
1 1 0.20 6.30 7.53 19.95 6.89
1 1 0.30 5.89 7.43 19.58 6.90
1 1 0.40 5.50 7.34 19.22 6.90
1 1 0.50 5.12 7.24 18.86 6.90
1 1 0.60 4.75 7.15 18.52 6.90
1 1 0.70 4.39 7.06 18.17 6.91
1 1 0.80 4.05 6.97 17.84 6.91
1 1 0.90 3.7� 6.88 17.51 6.91
1 1 1.00 3.40 6.80 17.18 6.91
1 1 1.10 3.0q 6.71 16.87 6.92
1 1 1.20 2.79 6.63 16.56 6.92
1 1 1.30 2.51 6.54 16.25 6.92
1 1 1.40 2.23 6.46 15.95 6.92
1 1 1.50 1.97 6.88 15.65 6.92
1 1 1.60 1.72 6.80 15.37 6.93
1 2 1.60 2.53 5.76 13.55 7.93
1 2 1.70 2.32 5.68 13.30 7.93
1 2 1.80 2.11 5.61 13.06 7.93
1 2 1.90 1.91 5.54 12.82 7.93
1 2 2.00 1.72 ��.47 12.58 7.94
1 2 2.10 1.54 5.40� 12.35 7.94
1 2 2.20 1.36 5.33 12.12 7.94
1 2 2.30 1.19 5.27 11.90 7.94
1 2 2.40 1.03 5.20 11.68 7.95
1 2 2.50 0.88 5.13 11.46 7.95
2 1 0.00 6.00 7.50 4.00 0.05
2 1 0.10 5.86 7.38 3.93 0.05
2 1 0.20 5.72 7.27 8.86 0.05
2 1 0.30 5.59 7.16 3.79 0.05
2 1 0.40 5.46 7.04 3.72 0.05
P 1 0.50 5.34 6.93 3.65 0.05
3 1 0.00 0.91 5.15 11.42 7.99
3 1 0.10 0.76 5.08 11.21 8.00
3 1 0.20 0.62 5.02 11.00 8.00
8 1 0.30 0.49 4.95 10.80 8.00
3 1 0.40 0.36 4.89 10.60 8.00
3 1 0.50 0.24 4.83 10.41 8.01
3 1 0.60 0.13 4.77 10.21 8.01
3 1 0.70 0.02 4.71 10.03 8.01
3 1 0.80 0.00 4.65 9.84 8.01
3 1 0.90 0.00 4.59 9.66 8.01
3 1 1.00 0.00 4.53 9.48 8.02
3 1 1.10 0.00 4.48 9.31 8.02
3 1 1.20 0.00 4.42 9.14 8.02
3 1 1.30 0.00 4.36 8.97 8.02
3 1 1.40 0.00 4.31 8.80 8.03
3 1 1.50 0.00 4.26 8.64 8.03
3 1 1.60 0.00 4.20 8.48 8.03
3 1 1.70 0.00 4.15 8.32 8.03
3 1 1.80 0.00 4.10 8.17 8.04
3 1 1.90 0.00 4.05 8.02 8.04
3 1 2.00 0.00 4.00 7.87 8.04
3 1 2.10 0.00 3.95 7.73 8.04
3 1 2.20 0.00 3.90 7.59 8.04
3 1 2.30 0.00 3.85 7.45 8.05
3 1 2.40 0.00 3.80 7.31 8.05
',= -, 4 1-7 " ^"*:

•, J. 1.... ff u ., r k..'✓, a r)h, n J. .
3 I. 2n60 I0n0O /3n/"/w!�j0 �7n��4 8a�1f}5
3 1 2.70 0. 00 3. 66 6 ■ 91 8.06
1 2.80 0.00 3.61 6.79 8.06
3 1 2.90 0.00 3.57 6.66 8.06
3 1 3.00 0.00 3.52 6.54 8.06
Seg # ; Reach # 1 Seg M a. D.O. i CBOD 1 NBOD Flow

Q�
SUMMER
WHITEVL8 ON LBDATA 27
T=20, 8OC FLOW, REAL 7Q10
8eg M. Reach # ( Seg 1'611 D.O. / CBOD NBOD | Flow |
1 1 0.00 7.15 7.86 21.18 6.97
1 1 0.10 6.70 7.76 20.79 6.97
1 1 0.20 6.26 7.66 20.40 6.97
1 1 0.30 5.84 7.56 20.03 6.97
1 1 0.40 5.44 7.47 19.66 6.98
1 1 0.50 5.05 7.37 19.29 6.98
1 1 0.60 4.67 7.28 18.94 6.98
1 1 0.70 4.80 7.19 18.59 6.98
1 1 0.80 3.95 7.10 18.24 6.99
1 1 0.90 3.61 7.01 17.91 6.99
1 1 1.00 3.29 6.92 17.58 6.99
1 1 1.10 2.97 6.83 17.25 6.99
1 1 1.20 2.67 6.74 16.98 7.00
1 1 ' 1.30 2.38 6.66 16.62 7.00
1 1 1.40 2.18 6.57 16.31 7.00
1 1 1.50 1.83 6.49 16.01 7.00
1 1 1.60 1.57 6.41 15.72 7.00
1 2 1.60 2.40 5.86 13.88 8.00
1 2 1.70 2.17 5.78 13.62 8.01
1 2 1.80 1.96 5.71 13.37 8.01
1 2 1.90 1.76 5.64 18.12 8.01
1 2 2.00 1.56 5.57 12.88 8.01
1 2 2.10 1.38 5.50 12.64 8.02
1 2 2.20 1.20 5.43 12.41 8.02
1 2 2.30 1.03 5.36 12.18 8.02
1 2 2.40 0.86 5.29 11.96 8.02
1 2 2.50 0.71 5.23 11.74 8.03
2 1 0.00 6.00 7.50 4.00 0.05
2 1 0.10 5.86 7.38 3.93 0.05
2 1 0.20 5.72 7.27 3.86 0.05
2 1 0.30 5.59 7.16 3.79 0.05
2 1 0.40 5.46 7.04 3.72 0"05
2 1 0.50 5.34 6.93 3.65 0.05
3 1 0.00 0.73 5.24 11.69 8.07
3 1 0.10 0.58 5.17 11.48 8.07
3 1 0.20 0.44 5.11 11.27 8.08
3 1 0.30 0.31 5.04 11.06 8.08
3 1 0.40 0.18 4.98 10.85 8.08
3 1 0.50 0.05 4.92 10.65 8.08
3 1 0.60 0.00 4.85 10.46 8.09
3 1 0.70 0.00 4.79 10.27 8.09
3 1 0.80 0.00 4.73 10.08 8.09
3 1 0.90 0.00 4.67 9.39 8.09
3 1 1.00 0.00 4.61 9.71 8.09
3 1 1.10 0.00 4.56 9.53 a.10
3 1 1.20 0.00 4.50 9.35 8.10
'3 1 1.30 0.00 4.44 9.18 B.10
3 1 1.40 0.00 4.39 9.01 8.10
3 1 1.50 0.00 4.33 8.85 8.11
3 1 1.60 0.00 4.28 8.68 8.11
3 1 1.70 0.00 4.22 8.52 8.11
3 l 1.80 0.00 4.17 8.37 8.11
3 1 1.90 0.00 4.12 8.21 8.12
3 1 2.00 0.00 4.07 8.06 8.12
8 1 2.10 0.00 4.02 7.91 8.12
3 J. 2.20 0.00 3.96 7.77 8.12
3 1 2.30 0.00 3.92 7.62 8.12
3 1 2.40 0.00 3.87 7.48 8.13

3 1 2.60
3 1 2.70
3 1 2.80
3 1 2.9{_a
3 1 3.00
Seg # i Reach # 1 Seg•M.
0„00 3.77 lj �, 21 88.13
6 13
0.00 +3.72
�. 172^y !!� n �[..�8 /�
0.00 3.p)6y8{y 6.826. i5 8.148. 14
0.00 3. 63
O.00 3.58 6.69 8.14
D.O. CBOD t NBOD 1 Flow I

Seg # 1 Reach # ( Seg Mi
1 1 0.00
1 1 0.10
1 1 0.20
1 1 0.30
1 1 0.40
1 1 0.50
1 1 0.60
1 1 0.70
1 1 0.80
1 1 0.90
1 1 1.00
1 1 1.10
1 1 1.20
1 1 1.30
1 1 1.40
1 1 1.50
1 1 1.60
1 2 1.60
1 2 1.70
1 2 1.80
1 2 1.90
1 2 2.00
1 2 2.10
1 2 2.20
1 2 2.30
1 2 2.40
1 2 2.50
2 1 0.00
2 1 0.10
2 1 0.20
2 1 0.30
2 1 0.40
2 1 0.50
3 1 0.00
3 1 0.10
3 1 0.20
3 1 0.30
3 1 0.40
3 1 0.50
3 1 0.60
3 1 0.70
3 1 0.80
3 1 0.90
3 1 1.00
3 1 1.20
3 1 1.30
3 1 1.40
3 1 1.50
3 1 1.60
3 1 1.70
3 1 1.80
3 1 1.90
3 1 2.00
3 1 2.10
3 1 2.20
3 1 2.30
3 1 2.40
SUMMER
WHITEVL9 O.M. LBDATA 27
QW=1.413,CBOD=2,NBOD=1,D0=7.05
D.O. CBOD NBOD | Flow |
7.05 2.00 1.00 6.89
7.00 1.96 0.97 6.89
6.94 1.93 0.93 6.89
6.89 1.89 0.90 6.90
6.85 1.86 0.87 6.90
6.80 1.83 0.84 6.90
6.76 1.79 0.82 6.90
6.72 1.76 0.79 6,91
6.68 1.73 0.76 6.91
6.65 1.70 0.74 6.91
6.61 1.67 0.71 6.91
6.58 1.64 0.69 6.92
6.55 1.61 0.67 6.92
6.52 1.58 0.64 6.92
6.50 1.55 0.62 6.92
6.47 1.53 0.60 6.92
6.45 1.50 0.58 6.93
6.53 1.56 0.63 7.93
6.50 1.53 0.61 7.93
6.48 1.51 0.59 7.93
6.45 1.48 0.57 7.93
6.43 1.45 0.55 7.94
6.41 1.43 0.54 7.94
6.40 1.40 0.52 7.94
6.38 1.38 0.50 7.94
6.37 1.35 0.48 7.95
6.35 1.33 0.47 7.95
6.00 7.50 4.00 0.05
5.73 7.83 3.87 0.05
5.48 7.17 3.74 0.05
5.24 7.01 3.61 0.05
5.01 6.85 3.49 0.05
4.79 6.70 3.38 0.05
6.84 1.36 0.49 7.99
6.33 1.34 0.47 B.00
6.32 1.31 0.45 8.00
6.30 1.29 0.44 8.00
6.29 1.27 0.42 8.00
6.29 1.24 0.41 8.01
6.28 1.22 0.40 8.01
6.27 1.20 0.38 8.01
6.26 1.18 0.37 8.01
6.26 1.16 0.36 8.01
6.25 1.14 0.35 8.02
6.25 1.12 0.34 8.02
6.25 1.10 0.32 8.02
6.25 1.08 0.31 8.02
6.24 1.06 0.30 8.03
6.24 1.04 0.29 8.03
6.24 1.02 0.28 8.03
6.24 1.01 0.28 8.03
6.25 0.99 0.27 8.04
6.25 0.97 0.26 8.04
6.25 0.95 0.25 8.04
6.25 0.94 0.24 8.04
6.26 0.92 0.23 8.04
6.26 0.90 0.28 8.05
6.26 0.89 0.22 8.05
" ="
, �� ^ "� " �$. m ^�

3 .1
3 1
3 1
8 g 4 i Reach
2 .60 6n27 0.86
8d79 6.28 0.843
2.90 6.29 0.81
3.00 6.30 0.80
Seg Mi D.O. CBOD
0n20 8.05
0.20 3.06
8.06
n 0L
0„ 1�T
0.19 8n06
(Dn 18 Bn 06
NBOD F 3. ow

Wh±ut%^ 8[C6A -D")
SUMMER
WHITEVILLE JOC
BOD5=8, NH3=6 POO��'w�
Seg # Seg Ili. ( D.O. CBOD NBOD I
1 1 0.00 6.40 6.45 9.26 6.89
1 1 0.10 6.00 6.33 8.95 6.89
1 1 0.20 5.63 6.22 8.65 6.89
1 1 0.30 5.27 6.11 8.36 6.90
1 1 0.40 4.93 6.00 8.08 6.90
1 1 0.50 4.61 5.89 7.81 6.90
1 1 ~0.60 4.31 5.78 7.54 6.90
1 1 0.70 4.02 5.68 7.29 6.91
1 1 0.80 3.74 5.57 7.05 6.91
1 1 0.90 3.48 5.47 6.81 6.91
1 1 1.00 3.24 5.37 6.58 6.91
1 1 1.10 3.01 5.28 6.36 6.92
1 1 1.20 2.79 5.18 6.14 6.92
1 1 1.30 2.59 5.09 5.94 6.92
1 1 1.40 2.40 4.99 5.74 6.92
1 1 1.50 2.21 4.90 5.54 6.92
1 1 1.60 2.04 4.81 5.86 6.93
1 2 1.60 2.68 4.46 4.81 7.93
1 2 1.70 2.53 4.38 4.65 7.93
1 2 1.80 2.39 4.30 4.49 7.93
1 2 1.90 2.27 4.22 4.34 7.93
1 2 2.00 2.15 4.15 4.19 7.94
1 2 2.10 2.04 4.07 4.05 7.94
1 2 2.20 1.93 4.00 3.92 7.94
1 2 2.30 1.84 3.93 3.79 7.94
1 2 2.40 1.75 3.86 3.66 7.95
1 2 2.50 1.67 3.79` 3.54 7.95
2 1 0.00 6.00 7.50 4.00 0.05
2 1 0.10 5.78 7.33 3.87 0.05
2 1 0.20 5.48 7.17 3.74 0.05
2 1 0.30 5.24 7.01 3.61 0.05
2 1 0.40 5.01 6.85 3.49 0.05
2 1 0.50 4.79 6.70 3.38 0.05
3 1 0.00 1.69 3.80 3.54 7.99
3 1 0.10 1.62 3.73 3.42 8.00
3 1 0.20 1.55 3.67 3.30 8.00
3 1 0.30 1.49 3.60 3.19 8.00
3 1 0.40 1.43 3.54 3.08 8.00
3 1 0.50 1.38 3.47 2.98 8.01
3 1 0.60 1.34 3.41 2.88 8.01
3 1 0.70 1.30 3.35 2.78 8.01
8 1 0.80 1.26 3.29 2.69 8.01
3 1 0.90 1.23 3.23 2.60 8.01
3 1 1.00 1.21 3.17 2.51 8.02
3 1 1.10 1.19 3.12 2.43 8.02
3 1 1.20 1.17 3.06 2.35 8.02
3 1 1.30 1.16 3.00 2.27 8.02
3 1 1.40 1.15 2.95 2.19 8.03
3 1 1.50 1.14 2.90 2.12 8.03
3 1 1.60 1.14 2.85 2.05 8.03
3 1 1.70 1.14 2.79 1.98 8.03
3 J. 1.80 1.15 2.74 1.91 8.04
3 J. 1.90 1.16 2.69 1.85 8.04
3 1 2.00 1.17 2.65 1.79 8.04
3 1 2.10 1.18 2.60 1.73 8.04
3 1 2.20 1.20 2.55 1.67 8.04
3 1 2.30 1.21 2.51 1.61 8.05
3 1 2.40 1.23 2.46 1.56 8.05
~

.3 1 2.60 1.28 2.37 1"46 8.05
3 1 2.70 1.31 2.33 1.41 8.06
3 1 2.80 1.34 2.29 1.36 8.06
3 _1 2.90 1.37 2.25 1.32 8.06
3 1 8.00 1.40 2.21 1.27 8.06
Seg # 1 Reach # 1 Seg Mi D.O. CBOD i NBOD Flow |
/

SUMMER
WHITEVILLE JOC
BOD5p`5, N1­13=2, QW=1.413
| Geg # | Reach # | Seg Mi D.O. CBOD NBOD | Flow � _^
1 1 0.00 6.40 4.54 3.54 6.89
1 1 0.10 6.23 4.46 3.42 6.89
1 1 0.20 6.06 4.38 3.31 6.89
1 1 0.30 5.91 4.30 3.20 6.90
1 1 0.40 5.76 4.22 3.09 6.90
1 1 0.50 5.62 4"15 2.99 6.90
1 1 0.60 5.49 4.07 2.89 6.90
1 1 0.70 5.36 4.00 2.79 6.91
1 1 0.80 5.24 3.93 2.70 6.91
1 1 0.90 5.13 3.86 2.61 6.91
1 1 1.00 5.02 3.79 2.52 6.91
1 1 1.10 4.92 3.72 2.43 6.92
1 1 1.20 4.83 3.65 2.35 6.92
1 1 1.30 4.74 3.58 2.27 6.92
1 1 1.40 4.66 3.52 2.20 6.92
1 1 1.50 4.58 3.46 2.12 6.92
1 1 1.60 4.50. 3.39 2.05 6.93
1 2 1.60 4.88 3.22 1.92 7.93
1 2 1.70 4.76 3.16 1.85 7.93
1 2 1.80 4.70 3.10 1.79 7.93
1 2 1.90 4.64 3.05 1.73 7.93
1 2 2.00 4.58 2.99 1.67 7.94
1 2 2.10 4.53 2.94 1.62 7.94
1 2 2.20 4.49 2.89 1.56 7.94
1 2 2.30 4.44 2.83 1.51 7.94
1 2 2.40 4.40 2.78 1.46 7.95
1 2 2.50 4.37 2.73 1.41 7.95
2 1 0.00 6.00 7.50 4.00 0.05
2 1 0.10 5.73 7.33 3.87 0.05
2 1 0.20 5.48 7.17 3.74 0.05
2 1 0.80 5.24 7.01 3.61 0.05
2 1 0.40 5.01 6.85 3.49 0.05
2 1 0.50 4.7q 6.70 3.38 0.05
3 1 0.00 4.37 2.76 1.42 7.99
8 1 0.10 4.34 2.71 1.38 8.00
3 1 0.20 4.30 2.66 1.33 8.00
3 1 0.30 4.28 2.61 1.29 8.00
3 1 0.40 4.25 2.56 1.24 8.00
3 1 0.50 4.23 2.52 1.20 8.01
8 1 0.60 4.21 2.47 1.16 8.01
3 1 0.70 4.19 2.43 1.12 8.01
3 1 0.80 4.18 2.39 1.08 8.01
3 1 0.90 4.16 2.34 1.05 8.01
3 1 1.00 4.15 2.30 1.01 8.02
3 1 1.10 4.14 2.26 0.98 8.02
8 1 1.20 4.14 2.22 0.95 8.02
3 1 1.30 4.13 2.18 0.92 8.02
3 1 1.40 4.13 2.14 0.89 8.03
3 1 1.50 4.13 2.10 0.86 8.03
3 1 1.60 4.13 2.06 0.88 8.03
3 1 1.70 4.13 2.03 0.80 8.03
3 1 1.80 4.14 1.99 0.77 8.04
3 1 1.90 4.14 1.96 0.75 8.04
3 1 2.00 4.15 1.92 0.72 8.04
3 1 2.10 4.16 1.89 0.70 8.04
3 1 2.20 4.16 1.85 0.68 8.04
3 1 2.30 4.18 1.82 0.65 8.05
3 1 2.40 4.19 1.79 0.63 8.05
.� »�

33 1 t�2.�6}0 j4a2t1 q1.72 0.59 - [8aO
1 2. I0 4a23 1 a69 .5F 8.06
3 1 2.80 4.24 1.66 0.55 8.06
3 1 2.90 4.26 1.63 0.53 8.06
3 1 3.00 4a28 1.60 0.52 8a06
Seg 4 Reach 4 3eg M. D.O. CBOD NBOD Flow I

GUMMER
WHITEVLF ON LBDATA 27
D0=6, CBOD=20, NBO0=18.0
8eg # | Reach # | Seg Mi D.O. CBOD NBOD | Flow �
1 1 0.00 6.72 7.72 6.40 6.89
1 1 0.10 6.39 7.58 6.19 6.89
1 1 0.20 6.07 7.44 5.98 6.89
1 1 0.80 5.78 7.31 5.78 6.90
1 1 0.40 5.49 7.18 5.58 6.90
1 1 0.50 5.22 7.05 5.40 6.90
1 1 0.60 4.96 6.92 5.22 6.90
1 1 0.70 4.72 6.79 5.04 6.91
1 1 0.80 4.49 8.67 4.87 6.91
1 1 0.90 4.27 6.55 4.71 6.91
1 1 1.00 4.06 6.48 4.55 6.91
1 1 1.10 8.86 6.31 4.40 6.92
1 1 1.20 3.68 6.20 4.25 6.92
1 1 1.80 3.50 6.09 4.11 6.92
1 1 1.40 3.34 5.98 3.97 6.92
1 1 1.50 8.18 5.87 3.88 6.92
1 1 1.60 3.03 5.76 3.71 6.98
1 2 1.60 3.54 5.29 8.36 7.9�
1 2 1.70 8.41 5.19 3.25 7.98
1 2 1.80 3.29 5.10 3.14 7.93
1 2 1"90 3.18 5.01 3.04 7.93
1 2 2.00 3.07 4.92 2.93 7.94
1 2 2.10 2.97 4.83 2.84 7.94
1 2 2.20 2.88 4.74 2.74 7.94
1 2 2.30 2.79 4.65 2.65 7.94
1 2 2.40 2.71 4.57 2.56 7.95
1 2 2.50 2.64 4.49 2.47 7.95
2 1 0.00 6.00 7.50 4.00 0.05
2 1 0.10 5.73 7.33 3.87 0.05
2 1 0.20 5.48 7.17 3.74 0.0t�
2 1 0.30 5.24 7.01 3.61 0.05
2 1 0.40 5.01 6.85 3.49 0.05
2 1 0.50 4.79 6.70 3.38 0.05
3 1 0"00 2.65 4.50 2.48 7.99
8 1 0.10 2.58 4.42 2.40 8.00
3 1 0.20 2.52 4.34 2.32 8.00
3 1 0.30 2.46 4.26 2.24 8.00
3 1 0.40 2.41 4.19 2.16 8.00
3 1 0.50 2.86 4.11 2.09 8.01
3 1 0.60 2.32 4.04 2.02 8.01
3 1 0.70 2.28 3.96 1.95 8.01
3 1 0.80 2.24 3.89 1.89 8.01
3 1 0.90 2.21 3.82 1.82 8.01
3 1 1.00 2.18 3.75 1.76 8.02
3 1 1.10 2.16 3.69 1.70 8.02
3 1 1.20 2.14 3.62 1.65 8.02
3 1 1.30 2.12 3.55 1.59 8.02
3 1 1.40 2.11 3.49 1.54 8.03
3 1 1.50 2.10 3.43 1.49 8.03
8 1 1.60 2.09 3.87 1.44 8.03
3 l 1.70 2.09 3.31 1.39 8.03
3 1 1.80 2.08 8.25 1.34 8.04
3 1 1.90 2.08 8.19 1.30 8.04
3 1 2.00 2.09 3.13 1.25 8.04
3 1 2.10 2.09 3.07 1.21 8.04
8 1 2.20 2.10 3.02 1.17 8.O4
3 1 2.30 2.11 2.96 1.13 8.05
3 1 2.40 2.12 2.91 1.10 8.05

3 1 2.60 2"16 2.81 1.02 8.05
3 1 2.70 2.17 2.76 0.99 8.06
3 1 2.80' 2.19 2.71 0.96 8.06
3 1 2"90 2.21 2.66 0.92 8.06
3 1 3.00 2.24 2.61 0.89 8.06
Beg # 1 Reach # | Beg Mi D.O. | CBOD NBOD Flow �

*** MODEL SUMMARY DATA ***
Discharger » CITY OF WHITEVILLE
Receiving Stream : WHITE MARSH
Summer 7G110 °. 4.7
Design Temperature: 28.
Subbasin : 030758
Stream Class: C-SWP
Winter 7Q10 a 9.1
!LENGTH! SLOPE: VELOCIIY I DEPTH: Kd Kd 1 Ka I Ka 1 KH 1 KN 1 KNR I KNR
1 pile i ft/mil fps I ft :design: 320° design, 320' :design: 3200 :design: 320'
Segment 1 I 1.60 1.36 0.100 12.15 1 0.30 0.20 10.29 0.24I 0.56 1 0.30 1 0.56 1 0.00
Reach 1 I 1 ;
Segment 1 1 0.90 1.36 0.100 1 2.30 1 0.30 0.20 1 0.29 0.24 0.56 10.30 10.56 10.00
Reach 2 I I I 1
Segment 2 1 0.50 1.36 0.100 1 0.18 10.37 0.26 10.29 0.24 0.56 10.30 10.56 10.00
Reach 1 ► I 1 I
Segment 3 1 3.00 1.36 0.100 12.31 10.30 0.20 10.29 0.24 0.56 10.30 10.56 10.00
Reach 1 I I 1 1 1 1
Flow
,
1 cfs
Segment 1 Reach 1
Waste 2.190
Headwaters! 4.700
Tributary 1 0.000
* Runoff 1 0.023
Segment 1 Reach 2
Waste 1 0.000
Tributary 1 1.000
* Runoff 1 0. 023
Segment 2 Reach 1
Waste 1 0.046
Headwaters: 0.000
Tributary 1 0.000
* Runoff 1 0.000
Segment 3 Reach 1
Waste 1 0.000
Headwaters! 0.000
Tributary 1 0.000
* Runoff 1 0.023
,
{
,
,
,
/
CI3OD 1 NBOD
mg/1 1 mg/1
20.000 ,
2.000 I
2.000
1
P.000 1
0.000
2.000
2.000
18.000
1.000
1.000
1.000
0,000
1.000
1.000
1
1
1
1
1
1
1
1
1
1
1
1
,
1
,
1
D.Q.
mg/1
6.000
7.050
7.050
7.050
0.000
'7.050
7.050
1 7.500 1 4.000 1 6.000
1 2.000 1 1.000 1 7.050
0
/ 2.000 1 1.000 1 7 . 1.� s-: 3
1 2.000 1 1.000 1 7.050
I 0.000 I 0.000 1 0.000
1 2.000 i 1 .000 1 7.050
1 2.000 1 1.000 1 7.050
?50
1 2.000 1 1.000 1 7.050

Discharger
Receiving Stream
MODEL RESULTS
: CITY OF WHITEVILLE
: WHITE MARSH
The End D.O. is 2.24 mg/l.
The End CBOD is 2.61 mg/l.
The End NBOD is 0.89 mg/l.
GUMMER
WHITEVLF ON LBDATA 27
D0=6, CBOD=20, NBOD=18.0
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/J.) Milepoint Reach # (mg/1) (mg/l) (mg/l) (mgd)
Segment 1 2.64 2.50 2
Reach 1 20.00 18.00 6.00 1.41300
Reach 2 0.00 0.00 0.00 0.00000
Segment 2 4.79 0.50 1
Reach 1 7.50 4.00 6.00 0.08000
Segment 3 2.08 1.60 1
Reach 1 0.00 0.00 0.00 0.0A000