NC0020231_WASTELOAD ALLOCATION_19910513

NPDES DOCUMENT SCANNIM& COVER STET
NPDES Permit: NC0020231
Louisburg WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Data Monitoring Report
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date: May 13, 1991
Thfs c1ot3umeat is priutea ou muse paper - ignore sa-y
coateut ou the re -terse Bide

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO020231
PERMITTEE NAME: Town of Louisburg / Louisburg WWTP
Facility Status: Existing
Permit Status: Modification/Upgrade
Major -4 Minor
Pipe No.: 001
Design Capacity: 1.5 MGD
Domestic (% of Flow): 71 % -219
Industrial (% of Flow): 29 % 41 17 Nth G.
Comments: �11�oD
oDs
Requestfor a flow increase from 1 1MGD to 1.5 MGD
Previously94%o domestic 6% industrial
RECEIVING STREAM: Tar River
Class: WS-III NSW
Sub -Basin: 03-03-01
Reference USGS Quad: C25SE, Louisburg (please attach)
County: Franklin
Regional Office: Raleigh Regional Office _
Previous Exp. Date: 6/30/91 Treatment Plant Class: III
Classification changes within three miles:
None within 3 mi.
Requested by: _ Angela Y. Griffin Date:
Prepared by: AJ
Date: u
Reviewed by: Date: 1�
�O i� � 28 • S CS)/�j� � bit)
LZ&,0eL, —
rl
Modeler
Date Rec.
#
Drainage Area (miz) 3 Avg. Streamflow (cfs):_4,1,0
7Q10 (cfs) 14 Winter 7Q10 (cfs) 4b 30Q2 (cfs)_
Toxicity Limits: IWC 1:1 % Acute/ hron c
Instream Monitoring: Pf F
Parameters DO RC -AL car,. r0&-1)VTerry
Upstream Location A7 WsT- IDo' uPsrme+AA_
Downstream Location (A) A?PX • 5.7s znwN s
(15) RPPx• 17.9 u(LEs LbWN5T2r1LM
Effluent
Characteristics
Summer
Winter
BOD5 (MO
10
Z�
NH3-N (mg/1)
D.O. (mg/1)r
TSS (mg/1)
30
o
F. Col. (/100 ml)
2,00
pH (SU)
i P
-rrN
C LviWj e
Zg
Olt, 142wtse
3o CraxLYb
k,EAD (µ`xi
MoN i T-6
fZ
1W C �

-1-
<e Yc
FACT SHEET FOR WASTELOAD ALLOCATIONS
Facility Name
:Louisburg WWTP
NPDES No.
:NC0020231
Type of Waste
:>90% domestic/<10o
Facility Status
:Existing
Permit Status
:Modification
Receiving Stream
:Tar River
Stream Classification:WS-III, NSW
Subbasin
:030301
County
:Franklin
Regional Office
:RRO
Requestor
:A. Griffin
Date of Request
:3/25/91
Topo Quad
:C25SE
Wasteload Allocation Summary
# 6152
iF 14?Cu57dIR _ PEIZ[.C+j7Ari6 GpMcs 7 to7�
industrial jHeyF, WAAITS WOU.LV C4
is.,� �f
Stream Characteristic'rl
USGS # Dat
icL�rainage Area: 437 sq.m
Summer 7Q10: 14.0 cfs
Winter 7Q10: 48.0 cfs
:J,• Average Flow: 460.0 cfs
30Q2: cfs
Louisburg WWTP has previously requested a flow increase to 1.1 MGD. A
speculative for 1.5 MGD was performed at that time and the proposed limits
were sent to the consultants. The proposed limits presented on this fact
sheet are identical to those presented to the consultants.
Technical Support recommends that an EA be performed before this permit
goes to notice, due to the actual increase in flow of 0.8 to 1.5 MGD (we
feel the facility may be skirting the EA issue by proposing flow increments
that fall below the EA criteria).
Louisburg WWTP is currently investigating their SIU's, so toxic limits
may need to be implemented in the future. Not enough information exists at
this time to determine if toxic limits are necessary.
Jere 4teaAnein-{rrmfioh nee 5 10 A 60bn?1Aie%beA6e Ah o eA014516-;1
Recommended by: Date • S �{
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
l�G 1 Date:
b r ff
L'U Date:
RETURN TO TECHNICAL SERVICES BY: MAY 1 7
5/3la! - FOu.N b kT F4t I Lt Ty t5 VO( N4 Fou 5T LT4(5 v"PUI-D codrr2 ► AJAT" AoJ EA ►,}ouLD}
�}cSo, LpuisguQL1 is Pg2r o� TAR--PAAk BA5w A55,00ATI©n) - TOO AO OAVe T46
oPrtoN nr M ,,,iq —(w8 5Tn_ler. TP/TAI Emirs o2 PU4Cd„%jS /VPS TRftDt,4c OP-ria).
SOG .�FF� �ettcR�� �ow5 i� MST 0Fid"rtJt S aF j�R��2E�TMrn1 i Su2V�

-2-
Existing Limits
Wastef low (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1) :
TSS (mg/1):
Fecal Coliform (/100 ml):
PH ( SU) :
Recommended Limits
CONVENTIONAL PARAMETERS
Ar" V'-%' - T
Monthly Average
Summer/Winter
0.8
30/30
5/5
30/30
200/200
Monthly Average
Summer/winter
7r tscl c,
Daily Maximum
6-9
Daily Maximum
Wasteflow (MGD): 1.5
BODS (mg/1): 10/26
NH3N (mg/1): 3/4
DO (mg/1) : 5/5
TSS (mg/1): 30/30
Fecal Coliform (/100 ml): 200/200
PH (SU): 6-9
TP (mg/1): 2/2
TN (mg/1) : 4/8
Tot. Res. Chlorine (ug/1): 28
Oil&Grease (mg/1): 30 60
Lead: MONITOR
Toxicity: Chronic Q P/F at 14%
( B 9bCa- F-N_D IIn,.t►rH Ng-rft6 CI) Cr, Cu, kj ��n, GJ
Limits Changes Due To: Parameter(s) Affected
Chlorine
Nutrient Sensitive Waters TP,TN
New model
�j , ///(60
0.1'd vj/P-6�1&m
s/011 )
Note: for winter limits, it is possible that the facility may have BOD5=30,
NH3-N=2.7 mg/1 if this is more feasible.
INSTREAM MONITORING REQUIRMENTS: DO, Fecal coli, temperature, conductivity
Upstream: y Location: at least 100 ft. upstream
Donwstream: y Location: (A) appx. 5.7 miles downstream
(B) appx. 7.9 miles downstream
Special Instream monitoring locations or monitoring frequencies:
Two monitoring sites are recommended per 1.1 MGD WLA. (i.e. the possibility
of a second DO sag downstream of the first site)

8/89
Facility Name Loul4auR4 lA W W Pernlit # h400zo Z31
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *June 1988) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is -L4 -% (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterlx monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of 5 SF P lV . Effluent
sampling for this testing shall be performed at the NP ES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting 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 require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q 10 14 . o cfs
Permited Flow 1.5 MGD
IWC% [4-. ZZ
Basin & Sub -basin o 1
Receiving Stream _JA2 gW
County FAAAjy-uel
Recommended by. -
Date
*Chronic Toxicity (Ceriodaphnia) P/F at%, N. 5E�. D� 11e, See Part 3 , Condition.

Facility L-cu,5au,j24 Lk)vr"p WastefIow'(MGO) I < S-
Burgher/hinter (circle one) - -
E
Lr
izQ
C7
CO
ly
E
Nv j3-1 - C,3
? I
z 3 ¢ �` 6
NH3-N (mg/ H
Potential effluent limit combinations:
C 300 BOD5
7.5 5
5� 10
Zl
NH3•N
- N'�vr'
4
r�
3
13, 5
2
�

;FACILITY NAME:
i
i
REQUESTER:
r
NPDES PRMZFATMENT INFORMATION REQUEST ;F'ORM
L,O U ISS u27� WW7-P NPDES NO. ` NCO 0
AN6H-A- 7 IR1M&j DATE: 3 / -+/ q J .RDGiON:
Z 0 2 3 1
�-}-
r
This facility has no SIUs and should not have pretreatment Language.
This facility should and/or is developing a pretreatment program.
Please include the following 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)
r
r r
SIGNIFICANT INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
SIU FLOW -- TUTAL: MGD
r r
r r
COMPOSITION: TEXTILE: : MGD
METAL FINISHING: MGD k
OTHER: MCD
MGD j
MGD
MGD r
r
r r
r
HEADWORKS REVILV
r k5:
Cd
Cr
Ni
Pb
Zn
CN
Phenol
Other
PASS
,THROUGH DAILY LOAD IN LBS/DAY ACTUAL
ALLOWABLE DOMESTIC PERMITTED INDUSTRIAL % REMOVAL
• r«M-4
�r • Sri - �'!�
Ob

SUMMER
BOD5=10, NH3-N=3, D.O.=5.0
SUMMER
----------
MODEL RESULTS ----------
Discharger
:
LOUISBURG
WWTP
Receiving Stream :
TAR RIVER
-----------------------------------------------------------------------
The End
D.O.
is 5.18
mg/l.
The End
CBOD
is 1.43
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 0.48
mg/l.
WLA WLA
WLA
DO Min
CBOD NBOD
DO
Waste Flow
(mg/1)
------
Milepoint
---------
Reach # (mg/1) (mg/1)
-------- ---- -----
(mg/1)
---
(mgd)
----------
Segment
1
5.04
5.70
3
Reach
1
15.00 13.50
5.00
1.50000
Reach
2
0.00 0.00
0.00
0.00000
Reach
3
0.00 0.00
0.00
0.00000
Reach
4
0.00 0.00
0.00
0.00000

4 .
*** MODEL SUMMARY DATA ***
Discharger : LOUISBURG WWTP Subbasin : 030301
'Receiving Stream : TAR RIVER Stream Class: WS-III
Summer 7Q10 : 14.0 Winter 7Q10 : 48.0
Design Temperature: 26.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@2014
Idesignl
@2034 Idesignl
Segment
1
I I
1 0.801
I
1.481
0.132
I
1 2.87
I I
10.27 1
0.20
I I
1 0.29 1
I
0.251
I
0.48 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 1.901
I
1.481
0.132
I
1 2.89
I I
10.27 1
0.20
I I
1 0.29 1
I
0.251
I
0.48 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
l 1
1 1
1
1
Segment
1
I l
1 3.901
1
1.481
0.133
I
1 2.91
I I
1 0.27 1
0.20
I I
1 0.29 1
I
0.261
I
0.48 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1 1
1 1
1
1
Segment
1
I I
I 1.301
I
1.481
0.132
I
1 2.92
I I
1 0.27 1
0.20
I I
1 0.29 1
I
0.251
I
0.48 1
Reach
---------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
I
Flow I
I
cfs I
Segment 1 Reach 1
Waste 1
2.325 I
Headwatersl
14.000 1
Tributary 1
0.000 I
* Runoff 1
0.000 I
Segment 1 Reach 2
Waste I 0.000
Tributary I 0.200
* Runoff I 0.000
Segment 1 Reach 3
Waste I 0.000
Tributary I 0.300
* Runoff I 0.000
Segment 1 Reach 4
Waste I 0.000
Tributary 1 0.000
* Runoff I 0.000
CBOD
I NBOD I
D.O. I
mg/l
I mg/l I
mg/1 l
15.000
1 13.500 1
5.000
2.000
1 1.000 1
7.300
2.000
1 1.000 1
7.300
2.000
1 1.000 1
7.300
0.000 1 0.000 I 0.000
2.000 1 1.000 I 7.300
2.000 1 1.000 1 7.300
I 0.000 1 0.000 1 0.000
I 2.000 1 1.000 1 7.300
I 2.000 1 1.000 1 7.300
1 0.000 1 0.000 1 0.000
1 2.000 1 1.000 1 7.300
1 2.000 1 1.000 1 7.300

SUMMER
BOD5=10, NH3-N=3, D.0.=5
Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD j
Flow
1
1
0.00
6.97
3.85
2.78
16.32
1
1
0.08
6.90
3.81
2.73
16.32
1
1
0.16
6.83
3.78
2.68
16.32
1
1
0.24
6.76
3.74
2.64
16.32
1
1
0.32
6.69
3.70
2.59
16.32
1
1
0.40
6.62
3.66
2.55
16.32
1
1
0.48
6.56
3.63
2.50
16.32
1
1
0.56
6.49
3.59
2.46
16.32
1
1
0.64
6.43
3.56
2.41
16.32
1
1
0.72
6.37
3.52
2.37
16.32
1
1
0.80
6.32
3.49
2.33
16.32
1
2
0.80
6.33
3.47
2.31
16.52
1
2
0.90
6.26
3.42
2.26
16.52
1
2
1.00
6.19
3.38
2.21
16.52
1
2
1.10
6.13
3.34
2.17
16.52
1
2
1.20
6.07
3.30
2.12
16.52
1
2
1.30
6.01
3.26
2.07
16.52
1
2
1.40
5.95
3.22
2.03
16.52
1
2
1.50
5.89
3.18
1.98
16.52
1
2
1.60
5.84
3.14
1.94
16.52
1
2
1.70
5.79
3.10
1.90
16.52
1
2
1.80
5.74
3.06
1.86
16.52
1
2
1.90
5.70
3.02
1.82
16.52
1
2
2.00
5.65
2.99
1.78
16.52
1
2
2.10
5.61
2.95
1.74
16.52
1
2
2.20
5.57
2.91
1.70
16.52
1
2
2.30
5.53
2.88
1.66
16.52
1
2
2.40
5.49
2.84
1.63
16.52
1
2
2.50
5.46
2.80
1.59
16.52
1
2
2.60
5.42
2.77
1.56
16.52
1
2.70
5.39
2.74
1._52
16.52
1
_2 _--
3
2.70
5.43 --
-__- 2 72-
1.51
16.82y
1
3
3.00
5.34
2.62
1.42
16.82
1
3
3.30
5.27
2.53
1.33
16.82
1
3
3.60
5.20
2.43
1.24
16.82
1
3
3.90
5.15
2.35
1.16
16.82
1
3
4.20
5.11
2.26
1.09
16.82
1
3
4.50
5.08
2.18
1.02
16.82
1
3
4.80
5.06
2.10
0.95
16.82
1
3
5.10
5.05
2.02
0.89
16.82
1
3
5.40
5.04
1.95
0.84
16.82
1
3
5.70
5.04
1.88
0.78
16.82
1
3
6.00
5.04
1.81
0.73
16.82
1
3
6.30
5.05
1.74
0.69
16.82
1
3
6.60
5.07
1.68
0.64
16.82
1
4
6.60
5.07
1.68
0.64
16.82
1
4
6.70
5.07
1.66
0.63
16.82
1
4
6.80
5.08
1.64
0.62
16.82
1
4
6.90
5.09
1.62
0.60
16.82
1
4
7.00
5.09
1.60
0.59
16.82
1
4
7.10
5.10
1.58
0.58
16.82
1
4
7.20
5.11
1.56
0.56
16.82
\1
4
7.30
5.12
1.54
0.55
16.82
1
4
7.40
5.13
1.52
0.54
16.82
1
4
7.50
5.14
1.50
0.53
16.82
1
4
7.60
5.15
1.48
0.52
16.82

1
4
7.70
5.16
1.46
0.50
16.82
1
4
7.80
5.17
1.44
0.49
16.82
1
4
7.90
5.18
1.43
0.48
16.82
Seg #
I Reach # I
Seg Mi
D.O.
CBOD
NBOD
Flow

i
Qi4C-fZ Po55113L& WW IC-2 L AA 1 1-5
WINTER
QEFF=1.5 MGD,
BOD5=30
MG/L
NH3-N=2.7, DO=5 MG/L
----------
MODEL RESULTS ----------
Discharger
:
LOUISBURG
WWTP
Receiving Stream :
TAR RIVER
----------------------------------------------------------------------
The End
D.O.
is 8.67
mg/l.
The End
CBOD
is 3.05
mg/l.
The End
----------------------------------------------------------------------
NBQD
is 1.12
mg/l.
WLA WLA
WLA
DO Min
CBOD NBQD
DO
Waste Flow
(mg/1)
Milepoint
Reach # (mg/1) (mg/1)
(mg/1)
(mgd)
Segment
1
8.67
7.90
4
Reach
1
45.00 12.20
5.00
1.50000
Reach
2
0.00 0.00
0.00
0.00000
Reach
3
0.00 0.00
0.00
0.00000
Reach
4
0.00 0.00
0.00
0.00000

*** MODEL SUMMARY DATA ***
Discharger : LOUISBURG WWTP Subbasin : 030301
Receiving Stream : TAR RIVER Stream Class: WS-ITT
Summer 7Q10 : 14.0 Winter 7Q10 : 48.0
Design Temperature: 14.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN
--------------------------------------------------------------------------------
I mile I
ft/mil
.fps
I ft
Idesigni
@20;�
Idesignl
@2014 Idesignl
Segment
1
I I
1 0.801
I
1.481
0.307
I
1 3.31
I I
1 0.16 1
0.21
I I
1 0.35 1
I
0.401
I
0.19 1
Reach
--------------------------------------------------------------------------------
1
I I
I
I
I I
I 1
I
I
Segment
1
I I
1 1.901
I
1.481
0.309
I
1 3.33
I I
1 0.16 1
0.21
I I
1 0.35 1
I
0.401
I
0.19 1
Reach
---------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 3.901
I
1.481
0.311
I
1 3.35
I I
1 0.16 1
0.21
I I
1 0.35 1
I
0.401
I
0.19 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 1.301
I
1.481
0.309
I
1 3.36
I I
1 0.16 1
0.21
I I
1 0.35 1
I
0.401
I
0.19 1
Reach
---------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
I Flow I
CBOD I
NBOD I
D.O. I
I cfs 1
mg/l I
mg/l l
mg/l I
Segment 1
Reach 1
Waste
1 2.325 145.000
112.200
I
5.000
Headwatersl 48.000 1
2.000 1
1.000 1
9.280
Tributary
1 0.000 I
2.000 I
1.000 1
9.280
* Runoff
I 0.000 I
2.000 1
1.000 1
9.280
Segment 1
Reach 2
Waste
1 0.000 I
0.000 I
0.000 I
0.000
Tributary
I 1.100 I
2.000 I
1.000 I
9.280
* Runoff
I 0.000 I
2.000 I
1.000 1
9.280
Segment 1
Reach 3
Waste
I 0.000
1 0.000 I
0.000 I
0.000
Tributary
1 0.920
I 2.000
I 1.000 I
9.280
* Runoff
I 0.000
I 2.000
I 1.000 I
9.280
Segment 1
Reach 4
Waste
1 0.000
1 0.000
1 0.000 1
0.000
Tributary
1 0.150
1 2.000
1 1.000 1
9.280
* Runoff
1 0.000
1 2.000
1 1.000 1
9.280

WINTER
QEFF=1.5
MGD, BOD5=30 MG/L
NH3-N=2.7,
DO=5 MG/L
Seg #
I Reach # I
Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I
1
1
0.00
9.08
3.99
1.52
50.33
1
1
0.08
9.07
3.98
1.51
50.33
1
1
0.16
9.07
3.97
1.51
50.33
1
1
0.24
9.06
3.96
1.50
50.33
1
1
0.32
9.05
3.95
1.50
50.33
1
1
0.40
9.04
3.94
1.49
50.33
1
1
0.48
9.04
3.93
1.49
50.33
1
1
0.56
9.03
3.92
1.49
50.33
1
1
0.64
9.02
3.91
1.48
50.33
1
1
0.72
9.02
3.90
1.48
50.33
1
1
0.80
9.01
3.89
1.47
50.33
1
2
0.80,
9.01
3.85
1.46
51.43
1
2
0.90
9.01
3.83
1.46
51.43
1
2
1.00
9.00
3.82
1.45
51.43
1
2
1.10
8.99
3.81
1.45
51.43
1
2
1.20
8.98
3.80
1.44
51.43
1
2
1.30
8.97
3.79
1.44
51.43
1
2
1.40
8.97
3.77
1.43
51.43
1
2
1.50
8.96
3.76
1.42
51.43
1
2
1.60
8.95
3.75
1.42
51.43
1
2
1.70
8.94
3.74
1.41
51.43
1
2
1.80
8.93
3.73
1.41
51.43
1
2
1.90
8.93
3.72
1.40
51.43
1
2
2.00
8.92
3.70
1..40
51.43
1
2
2.10
8.91
3.69
1.39
51.43
1
2
2.20
8.91
3.68
1.39
51.43
1
2
2.30
8.90
3.67
1.38
51.43
1
2
2.40
8.89
3.66
1.38
51.43
1
2
2.50
8.89
3.65
1.37
51.43
1
2
2.60
8.88
3.64
1.37
51.43
1
2
2.70
8.87
3.62
1.36
51.43
1
3
2.7-Q
8.88
3.60
--1-3-6-----52:35`--
1
3
3.00
8.86
3.56
1.34
52.35
1
3
3.30
8.84
3.53
1.33
52.35
1
3
3.60
8.83
3.50
1.31
52.35
1
3
3.90-
8.81
3.46
1.30
52.35
1
3
4.20
8.80
3.43
1.28
52.35
1
3
4.50
8.78
3.40
1.27
52.35
1
3
4.80
8.77
3.37
1.25
52.35
1
3
5.10
8.76
3.34
1.24
52.35
1
3
5.40
8.74
3.30
1.2.3
52.35
1
3
5.70
8.73
3.27
1.21
52.35
1
3
6.00
8.72
3.24
1.20
52.35
1
3
6.30
8.71
3.21
1.19
52.35
1
3
6.60
8.70
3.18
1.17
52.35
1
4
6.60
8.70
3.18
1.17
52.50
1
4
6.70
8.70
3.17
1.17
52.50
1
4
6.80
8.70
3.16
1.16
52.50
1
4
6.90
8.69
3.15
1.16
52.50
1
4
7.00
8.69
3.14
1.15
52.50
1
4
7.10
8.69
3.13
1.15
52.50
1
4
7.20
8.69
3.12
1.15
52.50
1
4
7.30
8.68
3.11
1.14
52.50
1
4
7.40
8.68
3.10
1.14
52.50
1
4
7.50
8.68
3.09
1.13
52.50
1
4
7.60
8.67
3.08
1.13
52.50

1
4
7.70
8.67
3.07
1.12
52.50
1
4
7.80
8.67
3.06
1.12
52.50
1
4
7.90
8.67
3.05
1.12
52.50
I Seg #
I Reach #
1 Seg Mi I
D.O. I
CBOD j
NBOD I
Flaw I