NC0063355_Wasteload Allocation_19900329

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO G//33-n j // /+
FACILITY NAME: AL 2r we ary `r�{"`s - 4'/l tsJ clo Js �041/1
cdwTP
Facility Status:
EXignNG PROPO®
(circle one)
Permit Status:
RENEWAL IrD XWWAMN UNPERMIrtID NEW
(circle one)
✓�—
Major
Minor
Pipe No: VUi
Design Capacity (MGD): 1075
Domestic (x of Flow): /06
Industrial (% of Flow):
Comments:
RECEIVING STREAM:
Class: W S7 ,F
Sub -Basin: O 36;? 3 z
Reference USGS Quad: C/9SC (please attach)
County: �f�9
Regional Office: An F• Mo Re We Wi WS
(circle sae)
Requested By &-41 Date: 317-9/7a
D
Prepared qc Date: � � 9
Review By: Date: 2a 9 U
UJ bl lnvwt (o a 7
Modeler r ate Rec.
�it(�l 3�Zy�ya 57-2/ J
Drainage Area (in?)2
) 2 Avg. S?reamflow (cfs): 9,9
7Q10 (cfs) /' 3
Winter 7Q10
(cfs) �630Q2
(cfs)
Toxicity Limits:
IWC %
(circle sae)
Acute / Chronic
instream Monitoring:
Parameters
Upstream Al Location
Downstream 6/ Location
Effluent
Characteristics
Summer
Winter
BODa (mg/1)
NHs N (mg/1)
D.O. (mg/1)
13 p-1
TSS (mg/1)
30
F. Col. (/100ml)
d20O
pH (SU)
�- 9
MBAS v
/' //nn
oil s C"LgiL C,, �
(1P..�.-.-
28 (tip
-Comments,
y,— _,

Request No.:
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
MIDSOUTH WATER SYSTEMS-KILLIAN
NCO063355
100% DOMESTIC
EXISTING
REED CREEK (LAKE NORMAN ARM)
WSIII & B
61z\
CROSSROADS WWTP
030832
Drainage
area:
CATAWBA
Summer
7Q10:
MRO
Winter
7Q10:
M. PARKE
Average
flow:
3/30/90
30Q2:
E14SE
EFFLUENT LIMITS
4.300
sq mi
1.30
cfs
1.60
cfs
4.70
cfs
2.00
cfs
MO. DAILY
AVG. MAX.
Wasteflow (mgd): 0.075
BOD5 (mg/1): 15 (BPJ) 0 & G (mg/1): 30 60 (WQ)
NH3N (mg/1): 4 (BPJ) Turbidity (NTU): 25*
DO (mg/1): 6 (BPJ) Chlorine (ug/1)r._.-28 (WQ)
TSS (mg/1): 30 (WQ) � �� i'V
Fecal coliform 0/100ml): 200 (WQ)
pH (su) : 6-9 (WQ) JUN 15 1900
MBAS (ug/1): 6103 (WQ)
Toxicity Testing Req.: N PF011TS R.
--- 'r, NFFaiNr
----------------- MONITORING -------------------------------------
Upstream (Y/N): N Location:
Downstream (Y/N): N Location:
----------------------------- COMMENTS --------------------------------------
*RECOMMEND DECHLORINATION BE REQUIRED WHERE CHLORINATION IS EMPLOYED.
*TURBIDITY -THE DISCHARGE SHALL NOT CAUSE THE TURBIDITY OF THE RECEIVING
WATERS TO EXCEED 25 NTU. IF TURBIDITY EXCEEDS THESE LEVELS DUE TO NATURAL
BACKGROUND CONDITIONS, THE DISCHARGE LEVEL CANNOT CAUSE ANY INCREASE IN TUR-
BIDITY IN THE RECEIVING WATER.
*RECOMMEND QUARTERLY MONITORING FOR TOTAL PHOSPHORUS AND TOTAL NITROGEN.
*MRO HAD RECOMMENDED THE REVISION OF EXISTING LIMITS FOR KILLIAN XROADS DUE
TO FACILITY EXPANSION AND DISCHARGE INTO A COVE AREA OF LAKE NORMAN. FACILITY
HAS NOT RECEIVED A TO C FOR EXPANSION TO 0.075 MGD AS OF YET. MRO RECOMMENDS
THE IMPLEMENTATION OF BPJ LIMITS AND TECH SUPPORT CONCURS.
-------------------------- ----------
Recommended by: ac��v�l, Date / / a
Reviewed by
Instream Assessment: �w71ti y�ryDate: _5 0)
Regional Supervisor:
Permits & Engineering:
Water Quality Chief:
RETURN TO TECHNICAL SUPPORT BY: JUN 29 1990
Date: I -1+10
Date: Y �Pa
Date: In ied
/k- lt/U 11tJ Wv '4 4b iu,.,A 4 t'i Y t , "t'r J 11 • �K

DIVISION OF ENVIRONMENTAL MANAGEMENT
March 21, 1990
MEMORANDUM TO: Trevor Clements ('
FROM: D. Rex Gleason �ppnn
1'•�"R 2 9 5990
PREPARED BY: Michael L. Parker�
SUBJECT: Revised WLA
Killian Crossroads WWTP
NPDES Permit No. NC 0063355'
Catawba County, North Carolina
In February, 1989, Mid South Water Systems, a private
utility company, acquired ownership of the subject wastewater
treatment facility (formerly Don Innes Laundromat). Mid South,
however, intended to abandon the existing facility and construct
a new facility discharging at the present location. The effluent
limitations promulgated for this expansion reflect BOD and NH3
as N (summer) limits of 22 mg/1 and 13 mg/l, respectivaly. As of
this date, this Office has no record of plans and specifications
being submitted for this proposed expansion.
Although positive 7Q10 and 30Q2 stream flow exist at the
present discharge location, this Office has concerns that
nuisance conditions have been created as a result of the
discharge. This Office has documented several complaints from
downstream residents who complain of various degratory effects on
the lake below this discharge. The proximity of the discharge to
local residents and the common practice of lowering water levels
during dry periods may further enhance nuisance problems as plant
hydraulic capacity increases. The high degree of body contact
with the receiving waters (swimming, skiing, wading, etc.)
immediately downstream further supports our concerns. Although
USGS reflects a "positive" stream flow, the narrow, meandering
physical characteristics of the cove receiving the discharge
would tend to permit marginal mixing and assimilation of waste
constituents.

Trevor Clements
Page Two
March 21, 1990
In addition, due to the suspected marginal mixing of the
effluent, this Office has concerns regarding instream ammonia
toxicity. If the existing ammonia limitation is not capable of
protection against ammonia toxicity then revised limits (as
detailed in your memo dated February 5, 1990) should be
developed.
Nevertheless, this Office recommends that this facility's
effluent limitations be revised at least to current BPJ limits
BOD5 - 15 mg/l, NH as N - 4 mg/l as is appropriate for all other
new or expanding dischargers to Lake Norman.
If the new Waste Load Allocation model predicts ammonia
toxicity, then the appropriate ammonia limitation should be
revised accordingly.
If you have any questions, please advise.
cc: Dale Overcash
MLP:se

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- - - ,� �ML✓C � _ �N/S _ LAv.✓d�s n�.ef�41+�✓irr 5 // �/1i7� l/m i7l
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13,
I.,
IS
/D
S,
W6sie'f low''(MGD) 0-7,r' Facility
Summer/Winter (circle one)
inoni�iioieiir�i
�i����li$i9llii5lii�lil��l��:::6�
MEN
mom
0
0
MEN
No
0
MEMO
no
NMIONE
Elm
M1MM1EMMMM
0
I
moommoomm
ON
0
ME
M
ONE
MENEMEMMEMMEM
IMMMENN
0
=
mom
MOMMEMEME
ONES
MEMEMMERMI
I
MEMENEMMOMM
SOMEONE
MEMMEMBEEM
No
EMMUMME
MMU
MEMOMMOM
MMMMMEEM
A
NH3-N (Mg/D
Potential effluentlimitcombinations:
BOD5 NH 3*N
Z� c/,V 1b J;4,
Comments: 2 j 11/p

SUMMER
•
MODEL
FOR MAX WBOD
----------
MODEL RESULTS ----------
• Discharger
MOM & POPS
WESTERN STEER
Receiving Stream
REED CREEK
----------------------------------------------------------------------
The End
D.O.
is 6.00
mg/l.
The End
CBOD
is 2.66
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 0.83
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
5.01
1.62
5
Reach
1
21.00
49.50
5.00
0.07500
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
45.00
90.00
0.00
0.06500
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
45.00
1.00
6.00
0.07500
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000

SUMMER
` MODEL FOR MAX NBOD
----------- MODEL RESULTS ----------
Discharger : MOM & POPS WESTERN STEER
Receiving Stream : REED CREEK
----------------------------- V
End D.O. is 6.41 mg/l.
The End CBOD is 1.43 mg/l.
The End NBOD is 0.94 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
5.08 1.61 4
Reach
1
21.00
49.50
5.00
0.07500
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
45.00
90.00
0.00
0.06500
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
10.00
6.00
0.07500
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000

NPDI_-".S' FACILITY AND PERMIT DATA
PETR:I:EVE OPTION D TRXI.D 6NU KEY NCO068667
PERSONAL_ DATA FACILITY APPLYING FOR PERMIT* REGION
FACILITY NAME) MOM',S & POP'S/WESTERN .STEER iI3 COUNTY> CATAWBA 03
ADDRESS: MAILING (REQUIRED) LOCATION (REQUIRED)
STREET: I'- 0. BOX 713 STFit'-::E:T: P.O.. BOX 713
CITY: DENVER ST NC; ZIP 2BO37 CITY: DENVER ST NC ZIP 2803'i
TELEPHONE [phone] DATE FEE PAID: 09/ i 5/86 AMOUNT: i 00.00
STATE: CONTACT) BRIDGES PERSON IN CHARGE RICHARD HOWARD
i =PROPOS'E:D, 2=EXIST, 3=CLOSED i i= MAJOR,:.'.=MINOR .: i =MUN, 2-NON-MUN 2
LAT: 3534060 LONG: 08103120 N==NEW,M=MOD:I:FIC:ATION,R==REISSUE) N
DATE APP RCVD 09r1i /86 WASTELOAD REQS 09/16/86
DATE STAFF REP REQS i 0/08/86 WAS'TE.LOAD RCVD i i / i 4/86
DATE: STAFF REP RCVD ii/10/86 SCH TO ISSUE 03/02/87
DATE TO P NOTICE 01/16/87 DATE DRAFT PREPARED 12r29/86
DATE OT AG COM REQS / / DATE DENIED r i
DATE OT AG COM RCVD / r DATE RETURNED
DATE TO EPA / / DATE ISSUED 03/02/87 ASSIGN/CHANGE PERMIT
T
DATE FROM EPA t EXPIRATION DATE: 02/29/92
FEE CODE ( 3 i=(>IOMGD),2=()iMGD),3==()O.iMGD),4=((0.IMGD),5-SF,6==(GP25,64,79),
=(GP49 73)8=(GP76)9=(GPi3,34,30,52)0=(NOFEE) D:I:S/C 13 CONBI:LL
)
COMMENTS: PREVIOUSLY CONSIDERED TO BE IN LI.NCOLN COUNTY.
MESSAGE:
Nb -
G
NPDES FACILITY AND PERMIT DATA
RETRIEVE: OPTION D TRXID 6NU KEY MCG0224 97
PERSONAL DATA FACILITY APPLYING FOR PERMIT REGION
FACILITY NAME) CROSS COUNTRY CAMPGROUND C:OUN'T'Y> CATAWBA 0:3
ADDRESS: MAILING (REQUIRED) LOCATION (REQUIRED)
STREET: ROUTE i , BOX 6SA STREET: ROUTE 1. BOX 68A
CITY: DENVER ST NC ZIP 28037 CITY: DENVER ST NC ZIP 28037
TI:::I...EPHONE. 704 483 5897 DATE FEE: PAID: 05/14/86 AMOUNT: 75.00
STATE: CONTACT) S'HANKI._IN PERSON IN CHARGE WRAY FRAZ.I:ER
i:::PROPOSE:D,2°=EXIST,3=CL.OSED 2 i=MAJOR,2=::MI:NOR 2 i==MUN,2'=NON-MUN 2
I._AT: 3534290 LONG: OB102370 N=NI:_W,M=::MODIFICATION,R=REISSUE: I:;
DATE APP RCVD 05/14/86 WAS'TEL..OAD REQS 05/20/86
DATE STAFF REP REQS 05 20/86 iWAS"T'I:::I._OAD RCVD 0809/86
DATE STAFF REP RCVD 0907/86 SCH TO ISSUE 12/0 /86
DATE:: TO P NOTICE i 00 7/86 DATE DRAFT PREPARED D 09/ 22/86
DATE. OT AG COM REQS r DATE DENIED r /
DATE OT AG COM RCVD / r DATE RETURNED /
DATE TO EPA r / DATE ISSUED 12/iB/86 ASSIGN/CHANGE PERMIT
DATE FROM EPA :' EXPIRATION DATE: i 2/31 /`,'i
FEE CODE: ( ) 1=()iOMGD),2=°()iMGD),3=()O.:iMGD),4==(<O,.iMGD),';=SF,6==(GP25,64,79),
7==(GP49, 73)8=(GP76)9=(GPi3,34,30,52)0=(NOFEE) DISrC 13 CONT3:1LL ( )
COMMENTS: PERMIT BECOMES EFFECTIVE 01/01/01
MESSAGE:
1 Hof(

MIDSOUTH WATER SYSTEMS-KILLIAN CROSSROADS WWTP
CHLORINE ANALYSIS
7Q10: 1.3000 cfs
CL2 Effl. Conc: 0.8700 mg/l
AL (17/19 ug/1) : 17.0000 ug/l
Upstream CL2 Conc.: 0.0000 ug/l
Design Flow: 0.0750 MGD
Predicted CL2 Downstream: 71.41 ug/l
0.071412 mg/l
CL2 Limit: 207.1075 ug/l
0.207107 mg/l

MIDSOUTH WATER SYSTEMS-KILLIAN CROSSROADS WWTP
AMMONIA ANALYSIS
7Q10: 1.3000 cfs
NH3 Effl. Conc: 4.0000 mg/l
AL (1/1.8 mg/1) : 1000.00 ug/l
Upstream NH3 Conc.: 220.0000 ug/l
Design Flow: 0.0750 MGD
Predicted NH3 Downstream: 530.27 ug/l
0.530273 mg/l
NH3 Limit: 9722.580 ug/l
9.722580 mg/l

---------- MODEL RESULTS
Discharger : MOM & POPS WESTERN STEER
Receiving Stream : REED CREEK
---------------------------------------------
The End D.O. is 6.19 mg/l.
The End CBOD is 2.13 mg/l.
The End NBOD is 0.87 mg/l.
---------------------------------------------
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
DO Min
(mg/1) Milepoint Reach #
----------------------
5.08 1.61 4
SUMMER
MODEL FOR KILLIAN CREEK @
17/1/6
WLA WLA
CBOD NBOD
(mg/1) (mg/1)
CD
21.00
49.50
0.00
U
0.00
45.00
90.00
0.00
0.00
d 25.50
4.00
0.00
0.00
0.00
0.00
Ors j ar,
ouIL ipyu�
WLA
DO Waste Flow
(mg/1) (mgd)
5.00
0.07500
0.00
0.00000
0.00
0.06500
0.00
0.00000
6.00
0.07500
0.00
0.00000
0.00
0.00000

a
*** MODEL SUMMARY DATA ***
.Discharger
:
MOM & POPS WESTERN
STEER
Subbasin :
030833
Receiving Stream :
REED CREEK
Stream
Class:
C
Summer 7Q10
:
0.5
Winter
7Q10
: 0.9
Design Temperature:
26.0
ILENGTHI
SLOPEI
VELOCITY I
DEPTHI
Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/miI
fps I
ft Idesignl
@2014
Idesignl
@20'6 Idesignl
Segment 1
I I
1 0.501
I
25.601
I
0.160 1
I
0.52 1
I
0.43 1
0.32
I I
1 8.39 1
I
7.361
I
0.79 1
Reach 1
--------------------------------------------------------------------------------
1 1
1
1
1
1
1 1
I
1
Segment 1
I I
1 0.341
I
18.301
I
0.182 1
I
0.60 1
I
0.40 1
0.30
I I
1 6.83 1
I
6.001
I
0.48 1
Reach 2
--------------------------------------------------------------------------------
1 1
I
1
1
1
I I
I
I
Segment 1
I I
1 0.751
I
18.301
I
0.225 1
I
0.66 1
I
0.41 1
0.31
I I
1 8.45 1
I
7.421
I
0.48 1
Reach 3
--------------------------------------------------------------------------------
1 1
I
1
1
I
1 I
1
1
Segment 1
I I
1 0.021
I
0.101
I
0.001 1
I
2.00 1
I
0.26 10.20
I I
1 1.14 1
I
1.001
I
0.48 1
Reach 4
--------------------------------------------------------------------------------
I 1
1
1
1
1
I 1
1
1
Segment 1
I I
1 0.021
I
0.101
I
0.001 1
I
2.00 1
I
0.26 1
0.20
I I
1 1.14 1
I
1.001
I
0.48 1
Reach 5
--------------------------------------------------------------------------------
I 1
I
1
I
1
I 1
1
1
Segment 1
I I
1 0.021
I
0.101
I
0.001 1
I
3.00 1
I
0.26 10.20
I I
1 0.76 1
I
0.671
I
0.48 1
Reach 6
--------------------------------------------------------------------------------
1 1
1
1
1
1
1 1
1
1
Segment 1
I I
1 0.021
I
0.101
I
0.001 1
I
3.00 1
I
0.26 1
0.20
I I
1 0.76 I
I
0.671
I
0.48 1
Reach 7
--------------------------------------------------------------------------------
1 1
I
I
1
1
1 1
1
1
I
Flow
I
cfs
Segment 1 Reach 1
Waste 1
0.116
Headwatersl
0.500
Tributary 1
0.000
* Runoff 1
0.080
I CBOD I
NBOD I
D.O. I
I mg/l I
mg/1 I
mg/1 I
121.000 149.500
1
5.000
I 2.000 I
1.000 1
7.300
I 0.000 1
0.000 1
7.300
I 2.000 1
1.000 1
7.300
Segment 1 Reach 2
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 1.900 1
0.000 1 0.000 1 0.000
0.000 1 0.000 1 7.300
2.000 1 1.000 1 7.300

Segment 1 Reach 3
Waste 1 0.101 1 45.000 1 90.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 7.300
* Runoff 1 0.130 1 2.000 1 1.000 1 7.300
Segment 1 Reach 4
Waste j 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.300
* Runoff 1 0.000 1 2.000 1 1.000 1 7.300
Segment 1 Reach 5
Waste 1 0.116 1 25.500 1 4.000 1 6.000
Tributary 1 0.000 I 2.000 I 1.000 1 7.300
* Runoff I 0.000 1 2.000 1 1.000 1 7.300
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.300
* Runoff I 0.000 1 2.000 I 1.000 1 7.300
Segment 1 Reach 7
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary I 0.000 1 2.000 1 1.000 1 7.300
* Runoff 1 0.000 1 2.000 1 1.000 1 7.300
* Runoff flow is in cfs/mile

e
SUMMER
MODEL
FOR MAX NBOD
: I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD
I Flow I
1
1
0.00
6.87
5.58
10.15
0.62
1
1
0.05
6.87
5.52
9.94
0.62
1
1
0.10
6.88
5.45
9.73
0.62
1
1
0.15
6.89
5.38
9.53
0.63
1
1
0.20
6.90
5.32
9.33
0.63
1
1
0.25
6.91
5.25
9.14
0.64
1
1
0.30
6.93
5.19
8.95
0.64
1
1
0.35
6.94
5.13
8.77
0.64
1
1
0.40
6.96
5.07
8.59
0.65
1
1
0.45
6.97
5.01
8.42
0.65
1
1
0.50
6.99
4.95
8.24
0.66
1
2
0.50
6.99
4.95
8.24
0.66
1
2
0.52
7.02
4.77
7.82
0.69
1
2
0.54
7.05
4.62
7.45
0.73
1
2
0.56
7.07
4.48
7.10
0.77
1
2
0.58
7.10
4.35
6.80
0.81
1
2
0.60
7.12
4.23
6.51
0.85
1
2
0.62
7.14
4.13
6.26
0.88
1
2
0.64
7.16
4.03
6.02
0.92
1
2
0.66
7.18
3.94
5.80
0.96
1
2
0.68
7.20
3.85
5.60
1.00
1
2
0.70
7.22
3.77
5.42
1.04
1.
2.
0.72
7.23
3.70
5.24
1.07
1
2
0.74
7.25
3.63
5.08
1.11
1
2
0.76
7.26
3.57
4.93
1.15
1
2
0.78
7.28
3.51
4.79
1.19
1
2
0.80
7.29
3.46
4.66
1.23
1
2
0.82
7.31
3.40
4.53
1.26
1
2
0.84
7.32
3.35
4.42
1.30
1
3
0.84
6.80
6.34
10.56
1.40
1
3
0.89
6.84
6.29
10.45
1.41
1
3
0.94
6.89
6.23
10.34
1.42
1
3
0.99
6.92
6.18
10.23
1.42
1
3
1.04
6.96
6.13
10.12
1.43
1
3
1.09
6.99
6.07
10.02
1.44
1
3
1.14
7.02
6.02
9.91
1.44
1
3
1.19
7.05
5.97
9.81
1.45
1
3
1.24
7.07
5.92
9.71
1.46
1
3
1,29
7.10
5.87
9.61
1.46
1
3
1.34
7.12
5.82
9.51
1.47
1
3
1.39
7.14
5.77
9.41
1.47
1
3
1.44
7.16
5.72
9.31
1.48
1
3
1.49
7.17
5.67
9.21
1.49
1
3
1.54
7.19
5.63
9.12
1.49
1
3
1.59
7.21
5.58
9.03
1.50
1
4
1.59
7.21
5.58
9.03
1.50
1
4
1.59
6.68
5.40
8.52
1.50
1
4
1.59
6.26
5.23
8.03
1.50
1
4
1.60
5.92
5.06
7.58
1.50
1
4
1.60
5.66
4.90
7.15
1.50
1
4
1.60
5.45
4.75
6.75
1.50
1
4
1.60
5.30
4.60
6.37
1.50
1
4
1.60
5.20
4.45
6.01
1.50
1
4
1.61
5.13
4.31
5.67
1.50
1
4
1.61
5.09
4.17
5.35
1.50
1
4
1.61
5.08
4.04
5.04
1.50

. 1
5
1.61
5.14
5.59
4.97
1.62
1
5
1.61
5.10
5.41
4.69
1.62
1
5
1.61
5.08
5.24
4.42
1.62
1
5
1.62
5.09
5.07
4.17
1.62
1
5
1.62
5.11
4.91
3.94
1.62
1
5
1462
5.15
4.75
3.71
1.62
1
5
1.62
5.20
4.60
3.50
1.62
1
5
1.62
5.26
4.46
3.31
1.62
1
5
1.63
5.32
4.32
3.12
1.62
1
5
1.63
5.39
4.18
2.94
1.62
1
5
1.63
5.47
4.05
2.78
1.62
1
6
1.63
5.47
4.05
2.78
1.62
1
6
1.63
5.43
3.92
2.62
1.62
1
6
1.63
5.41
3.79
2.47
1.62
1
6
1.64
5.40
3.67
2.33
1.62
1
6
1.64
5.40
3.56
2.20
1.62
1
6
1.64
5.42
3.45
2.08
1.62
1
6
1.64
5.44
3.34
1.96
1.62
1
6
1.64
5.47
3.23
1.85
1.62
1
6
1.65
5.51
3.13
1.74
1.62
1
6
1.65
5.55
3.03
1.65
1.62
1
6
1.65
5.60
2.93
1.55
1.62
1
7
1.65
5.60
2.93
1.55
1.62
1
7
1.65
5.65
2.84
1.46
1.62
1
7
1.65
5.71
2.75
1.38
1.62
1
7
1.66
5.76
2.66
1.30
1.62
1
7
1.66
5.82
2.58
1.23
1.62
1
7
1.66
5.88
2.50
1.16
1.62
1
7
1.66
5.94
2.42
1.09
1.62
1
7
1.66
6.00
2.34
1.03
1.62
1
7
1.67
6.06
2.27
0.97
1.62
1
7
1.67
6.12
2.19
0.92
1.62
1
7
1.67
6.19
2.13
0.87
1.62
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I