NC0059200_Wasteload Allocation_19890503

N .� . ,, 1N . l ro i.-trvA A e sc>Nt in --
PERMIT NO.: NCO() ,J ? 01}
FACILITY NAME- SyQo✓f5rtgn
Facility Status: EXITING
(circle one)
NPDES WASTE LOAD
t•ofQr`fr`es) .•The.
—tea
Permit Status: RENEWAL MODWICATION UNPFRM FE.D NEW
Major Minor
Pipe No- U 0 (
Design Capacity (MGD): a.4'/
Domestic (X of Flow): /el
Industrial (X of Flow):
Comments:
(i)ofe ` TA;-s fcvM:f %may. be.eprQ_v401.45// <WI
Yow4 v1 v) -r=a e: f;-4 y 1\4, s An- yet- been Ceolslr'
RECEIVING STREAM: �T� ThOf fP
Class -
Sub -Basin -
(circle one)
Reference USGS Quad:
County- Sotc-kSovv
Regional Office:
(circle one)
C
6 6 kg) (please attach)
Fa Mo . Re Wa WI WS
Requested By: /?` Date: ,//�7„
Prepared By: /""'�"�`�^ Si0 Date: S)3/ re/
Reviewed By: ��►- R���i_l��` Date:
S-3—
d
ALLOCATION
Drainage Area (mi2) 0.2I0 Avg. Streamflow
Modeler
St,
Date Rec.
Sob
7Q10 (cfs)"3 Winter 7Q10 (cfs) = 30Q2 (cfs) O.24 •
Toxicity Limits: IWC
Instream Monitoring: II I f��+ ca( �o( + I �
Tempera't-t.� .) (DOA Co/tJw.1-;v4-t/} ttofM
y Location too pal uPs'Et•Go.ni dkctvrsG
Location 4i- Moab-k1 oc UT
Parameters
Upstream
Downstream
X (circle one) Acute / Chronic
➢LOTTED
Effluent
Characteristics
Summer
,
Winter
BOD5 (mg/l)
15
ZS
NH3 N (mg/1)
-_
D.O. (mg/1)
S
5
TSS (mg/1)
30
30
F. Col. (/ 100m1)
2.00
2-00
pH (SU)
6_1
6-1
L,M;f y osrt +,liN>%tC
I
Gay lo ASP c r 1
rr
t(,M A ft cktL41 o.nwl1S'3,�
gust
e,,oMftt4 I
(r:Lit
Wl 01117-0r11 nt +0+a(
I
te_S4AVA. C idor.4l .)
,D}t1Lt1A
TPA avtA TN.
Res,da_ lct 4:ivtt :A
i14,. SMAI( (.ottt. .11
ikot OP. 1.46 ;s
ek pec!-el -E-o bQ +wo._wec ks of lonty-)
ie .reasin -fi r A
Comments- cClanct �tr focal pvti-capin: ow1.04 �rob(eneis. A
((clew Jouts, Anou I e tf)t_1an Ld ! n i{nn PQ.t M:1 'h aiioLd
P ( Q 1:m;+ -cb e aGG,1 6,1 GI - , rib, o r TN .A -Yi,.t_.
event 1-6,1- e-pun't A6J.,A 0 r ,ASt^tam dai-e& Weal rroblems dt t. -}-a
i D;sthn-a.r'.91-,

r• ,
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:
SPORTSMAN PROPERTIES, INC.
NC0059200
DOMESTIC
EXISTING
UT TO THORPE LAKE
B
040402
JACKSON
ASHEVILLE
LULA HARRIS
1/18/89
G6NW
Drainage
Summer
Winter
Average
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd):
GODS (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal coliform (#/100m1):
pH (su):
Summer
0.04
15
3
5
30
200
6-9
Winter
0.04
25
6
5
30
200
6-9
MONITORING
5061
area:
7010:
7010:
flow:
3002:
-P-EC €a -I D
Water Qua.'tty
APR 241989
Asheville Regional Office
02Slhbvillstih! mb Carolina
0.13 cfs
0.15 cfs
0.74 cfs
0.24 cfs
RECEIVED
r.,4 4Y 1 1989
Upstream (Y/N): Y Location: 100 feet upstream of discharge
Downstream (Y/N): Y Location: At mouth of UT
- -- COMMENTS -- --
LIMITS ARE WATER QUALITY BASED DERIVED FROM A MODELING ANALYSIS.
RECOMMEND EFFLUENT MONITORING OF TOTAL RESIDUAL CHLORINE, TP, AND TN.
RESIDENCE TIME IN THE SMALL COVE OF THORPE LAKE IS EXPECTED TO BE TWO
WEEKS OR LONGER, INCREASING THE CHANCE OF LOCAL EUTROPHICATION PROBLEMS.
A REOPENER CLAUSE SHOULD BE INCLUDED IN THE PERMIT TO ALLOW FOR A LIMIT
TO BE PUT ON CL, TP, OR TN IN THE EVENT THAT THE EFFLUENT DATA OR INSTREAM
DATA REVEAL PROBLEMS THAT ARE DUE TO THE DISCHARGE.
RECOMMEND INSTREAM ONITORING OF TEMPERATURE, DO, FECAL COLIFORM, AND
CONDUCTIVITY. /20 -
Recommended by:
Reviewed by
.Wech Support Supervisor:
Regional Supervisor:
Permits & Engineering:
RETURN TO TECHNICAL SERVICES BY:
D. scbIL
Date: 411,4rt____
Date:
Date:
Date:
MAY 18 1989

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Winter (circle one)
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NH3—N (mg/i)
Potential effluent limit combinations::
8005 NH3•N
I2

MODEL RESULTS
Discharger : SPORTSMAN PROPERTIES, INC.
Receiving Stream : UT TO THORPE LAKE
SUMMER
BOD5=15 NH3-N=3
The End D.O. is 8.14 mg/1.
The End CBOD is 0.07 mg/1.
The End NBOD is 0.00 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.10 0.30 4
Reach 1 22.50 13.50 5.00 0.04000
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 n SPORTSMAN PROPERTIES, INC.
R4Leiving Stream g UT TO THORPE LA1•::E
Summer 7G110 g 0.13
Design Temperatures 23o€=)
Subbasi'n N 040402
Stream Class; Er
Winter 7010 u 0.15
!LENGTH! SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN I KN 1 KNR 1 KNR 1 SOD 1 SOD 1
1 mile 1 ft/mil fps 1 ft 1designl 220° ldesignl 820° Idesignl 820° !design! 82O' Idesignl H0° 1
I 1 I 1 l 1 1 I 1 1 1 1
Segment 1 1 0.231124.441 0.162 1 0,28 1 0.63 1 0.55 138.71 1 36.261 0.63 1 0.50 1 0.63 10.00 1 0.00 10.00 I
Reach 1 I 1 I 1 1 1 1 l I I I 1 I
1 I 1 1 I I 1 1 I 1 I 1 1 1 1
Segment 1 1 0.041 0.001 0.001 12.33 1 0.23 1 0.20 1 0.92 I 0.861 0.38 1 0.30 10.38 10.00 1 0.00 1 0.00 I
Reach 2 1 11 I I I I I 1 I 1 1 1
I I I 1 1 1 1 1 I 1 1 1 1 I 1
Segment 1 1 0.041 0.001 0.001 16.99 10.23 1 0.20 1 0.31 1 0.291 0.38 1 0.30 1 0.38 10.00 10.00 1 0.00 1
Reach 3 I I 1 I 1 I 1 1 I I 1 1 I
I 1 I I I I I 1 1 1 I .1 I 1 1
Segment 1 1 0,031 0.001 0.000 111.65 10.23 1 0,20 10.21 I 0.201 0.38 1 0.30 1 0.38 1 0.00 1 0.00 1 0.00 1
Reach 4 I 1 I 1 1 I 1 I 1 1 I 1
1 Flow 1 CBOD I I`1130D 1 D.O. I
I cfe I mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 0.062 1 22.500 I 13.500 1 5„000
Headwaters i 0.130 1 2.000 1 1.000 1 7.720
Tributary I 0,00€) I 2.000 I 1.000 1 7.720
• Runoff 1 0.000 I 2.000 1 1 .000 1 7.720
Segment 1 Reach 2
Waste I 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.000 I 2.000 1 1.000 1 7.720
* Runoff 1 0.000 I 2.000 1 1.000 I 7.720
Segment 1 Reach 3
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary I 0.000 I 2.000 1 1.000 I 7.720
• Runoff I 0.000 I P.000 1 1.000 I 7.720
Segment 1 Reach 4
Waste 1 0.000 I 0.000 I 0.000 1 0.000
Tributary I 0.000 I 2„000 I 1.000 1 7.720
* Runoff I 0.0€)() 1 2„000 1 1.000 1 i'a f1is €i
Runoff flow is in cfs/mile

• .. . ,z., . 4
r L/
WINTER
. , RODS. �25 NH3--N
MODEL RESULTS
Discharger n SPORTSMAN PROPERTIES INC.
Receiving Stream a UT TO THORF'E LAKE
The End D.O. is 9.59 mg/id
The End CBOD is 0.65 mg / 1 .
The End NErOD is 0.28 mg/1
WLA WLA WLA
DO Min CBOD NE{OD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1
Reach h i 37.50 27.00 5.00 0.04000
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
5.00 0u30 4

•
*** MODEL SUMMARY DATA ***
Di..
scl mot-ger n SPORTSMAN PROPERTIES, INC. Stubaii in a 040402
R ceiving Stream : UT TO THORPE LAKE Stream Class: h
Summer 7Q1.0 u 0.13 Winter 7i11.0 p 0.15
Design Temperature: 12.0
1LENSTHI SLOPE VELOCITY 1 DEPTH) Kd 1 Kd I Ka 1 Ka 1 KU I KN 1 KNR 1 KNR 1 SOD 1 SOD I
I mile 1 ft/mil fps 1 ft )design! a20° )design! 320° !design! 320° !design! 3200 ldesignl 320° I
I I I I I 1 1 1 I 1 1 1 III
Segment 1 1 0.231124.441 0.174 1 0.28 10.39 1 0.57 132.82 1 39.061 0.27 1 0.50 1 0.27 1 0.00 10.00 1 p.00 I
Reach 1 I 1 I I I I I I 1 1 1 I I
1 1 I I I I I 1 1 1 1 1 III
Segment 1 1 0.041 0.001 0.001 1 2.33 10.14 1 0.20 1 0.72 1 0.861 0.16 1 0.30 1 0.16 10.00 10.00 1 0.00 I
Reach 2 1 1 I 1 I I I I 1 1 I 1 I
I I 1 I 1 1 I I I 1 I I 1 I 1
Segment 1 I 0.041 0.001 0.001 1 6.99 10.14 1 0.20 1 0.24 1 0.291 0.16 1 0.30 1 0.16 10.00 1 0.00 1 0.00 1
Reach 3 1 1 I I I 1 I 1 I 1 1 I 1
I I I I 1 1 1 I I 1 1 1 I 1 1
Segment 1 I 0.031 0.001 0.000 111.65 1 0.14 1 0.20 1 0.17 I 0.201 0.16 10.30 10.16 1 0.00 1 0.00 1 0.00 I
Reach 4 I I 1 I 1 1 1 1 I 1 1 I i
I Flaw I CI3OD 1 NBOD I I:)„ O. 1
1 cfs 1 mg/1 I mg/1 1 rng/:I. I
Segment 1 Reach 1
Waste 1 0.062 I 37.500 I 27.000 I 5.000
Headwaters! 0.150 1 2.000 I 1.000 1 9.700
Tributary I 0.000 I 2.000 i 1.000 I 9.700
* Runoff I 0.000 1 2.000 1 1.000 I 9.700
Segment 1 Reach 2
Waste I 0.000 I 0.000 1 0.000 1 0.000
Tributary I 0.000 I 2., 000 I 1.000 I 9.700
• Runoff 1 0.000 1 2.000 1 1.000 1 9.700
Segment 1. Reach 3
Waste I 0.000 00 1 0.000 000 I 0.000 1 0.000
i00
Tributary 1 0.000 I 2.000 1 1.000 I 9.700
* Runoff 1 0.000 I 2.000 I 1.000 I 9.700
Segment 1 Reach 4
Waste I 0.000 I 0.000 I 0..000 I 0.000
Tributary 1 0.000 1 2.000 I 1.000 1 9.700
t. Runoff 1 0u000 I 2L000 1 1.000 I 9.700
* Runoff flow is in cfe/mi 1.e

'
,
^
,
,
Discharger
Receiving Stream
The End D.O.
The End CBOD
The End KIBOD
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
is
is
is
GUMMER
BOD5=12
- MODEL RESULTS �---------
: SPORTSMAN PROPERTIES, INC.
ZeE
8.17 mg/l.
0.05 mg/l.
DO Min
(mg/l) Milepoint Reach #
5.10 0.30 4
WLA WLA
CBOD NBOD
(mg/l) (mg/l)
18.00 18.00
0.00 0.00
0.0O 0.00
0.00 0.O0
WLA
DO Waste Flow
(mg/l> ( -jig d)
5.00
0.0O
0.00
0.00
0.04000
0.00A00
0.00000
0"0000O

f
1 t
•
v
*** MODEL SUMMARY DATA **
Discharger SPORTSMAN PROPERTIES, INC.
Rke ceiving Stream : UT TO THORPE LAKE
Summer 7O 1. c:, n 0.13
Design Temperature:: 23.0
Subbasin a 040402
Stream Class: 13
Winter 7(D10 4 0.15
!LENGTH' SAKI VELOCITY I DEPTH I Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN I KNR I KNR I SOD 1 SOD I
1 mile I ftimil fps 1 ft Idesign1 020° !design! 320° Idesign1 320° 'design! ano ldesign! 320° 1
1 1 I III 1 1 1 1 1 1 1 l I
Segment 1 1 0.231124.441 0.162 1 0.28 1 0.63 1 0.55 138.71 1 36.261 0.63 1 0.50 1 0.63 1 0.00 10.00 10.00 1
Reach 1 1 1 1 I 1 1 1 I 1 I I I 1
I 1 1 1 I 1 1 1 1 1 1 I 1 1 1
Segment 1 1 0,041 0.001 0.001 1 2.33 1 0.23 10.20 1 0.92 1 0.861 0.38 1 0.30 1 0.38 1 0.00 1 0.00 10.00 1
Reach 2 1 1 1 1 I 1 I 1 1 1 1 I 1
1 1 1 I I 1 1 1 1 1 1 1 1 I I
Segment 1 1 0,041 0.001 0.001 1 6.99 10.23 1 0.20 10.31 1 0.291 0.38 1 0.30 1 0.38 10.00 10.00 10.00 1
Reach 3 I 1 1 1 1 1 1 1 1 1 1 I 1
I 1 I 1 I 1 1 1 I I I 1 I I I
Segment 1 1 0,031 0.001 0.000 111.65 1 0.23 10.20 10.21 1 0.201 0.38 1 0.30 10.38 1 0.00 1 0.00 1 0.00 1
Reach 4 I I 1 1 I 1 1 1 1 1 1 1 I
1 Flow 1 CBOD l NE4DD 1 D.O. 1
1 cfs 1 mg/1 I mg/1 1 mg/7. 1
Segment 1 Reach 1
Waste 1 0.06E 1 1C.„ _00 1 1.e.000 1 5„c:x 0
Headwaters! 0.130 1 2„000 1 1.000 1 7.720
Tributary 1 0.000 I R.000 1 1.000 7.720
• Runoff 1 0„000 1 2.000 1 1.000 1 7„720
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 t i. c_f00 1 2„ 000 1 1.000 y0 1 7.720
* Runoff 1 0„000 1 2.000 1 1.000 1 7„7RO
Segment 1 Reach 2.
Waste 1 0„000 1 0„000 1 0„000 1 0„000
Tributary 1 0„000 1 2„000 1 1.000 1 7.720
* Runoff 1 0.000 1 2.000 1 1.000 ! 7.720
Segment 1 Reach 4
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 I 2.000 I 1.000 1 7.720
* Runoff 1 0.000 1 2.000 1 1 .000 I 7.720
* Runoff flow is in c: f s/ m i. l (::.

Request No.: 5061
RECEIVE)
WASTELOAD ALLOCATION APPROVAL FORM -
Facility Name: SPORTSMAN PROPERTIES, INC.
NPDES No.: NC0059200 APR 6 - 1989
Type of Waste: DOMESTIC
Status: EXISTING
Receiving Stream: UT TO THORPE LAKE AsI,F'ii":'
Classification: B
Subbasin: 040402 Drainage area: 0.210 sq mi
County: JACKSON Summer 7Q10: 0.13 cfs
Regional Office: ASHEVILLE Winter 7Q10: 0.15 cfs
Requestor: LULA HARRIS Average flow: 0.74 cfs
Date of Request: 1/1B/29 3002: 0.24 cfs
Quad: G6NW
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd): 0.04
BODS (mg/1): 30
NH3N (mg/1): NR
DO (mg/1): 5
TSS (mg/1): 30
Fecal coliform (#/100m1): 200
pH (su): 6-9
Toxicity Testing Req.:
MONITORING
Existing Limits
1
APR .i r 1989
Upstream (Y/N): Y Location: 100 feet upstream of discharge
Downstream (Y/N): Y Location: At mouth of UT
COMMENTS
RECOMMEND EFFLUENT MONITORING OF TOTAL RESIDUAL CHLORINE, TP, AND TN.
A REOPENER CLAUSE SHOULD BE INCLUDED IN THE PERMIT TO ALLOW FOR A LIMIT
TO BE PUT ON CHLORINE IN THE EVENT THAT THE EFFLUENT DATA REVEAL
,EXCESSIVE AMOUNTS IN THE EFFLUENT.
RECOMMEND INSTREAM MONITORING OF TEMPERATURE, DO, FECAL COLIFORM, AND
CONDUCTIVITY. s.6 "Ca ck' 1c1 S ne ve r eev;i�-,
�.'0, � is Shim; � 4e rec.jec.4 /e0._ �P� • S;tSJ�-� --�te , A!'�
Recommended by:
Reviewed by
A6T ech Support Supervisor:
Regional Sup�,�,Q,�/��or:
Permits & Engineering:
RETURN TO TECHNICAL SERVICES BY:
Date:
Date:
Date:
MAY 0 3 1989
4-4(-87
4400

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SUMMER
MODEL RESULTS
Discharger : SPORTSMAN PROPERTIES, INC.
R4ceiving Stream : UT TO THORPE LAKE
The End D.O. is 7.77 mg/1.
The End CBOD is 15.06 mg/1.
The End NBOD is 28.19 mg/1.
C%tna/l`--(JLr, b.,4*r ahan �L1.. o1CCL( j:$c.(' (Je(j -�. ikorQ- .
LQL 1 0 ',i0. 4cca61;1-3 c;•hi.
nv r �0
Segment 1
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
5.23
0.00 1
45.00 90.00 0.00 0.04000

*** MODEL4SUMMARY DATA ***
Discharger : SPORTSMAN PROPERTIES, INC. Subbasin : 040402
Receiving Stream : UT TO THORPE LAKE Stream Class: B
Summer 7Q10 : 0.13 Winter 7Q10 : 0.15
Design Temperature: 23.0
ILENGTHI SLOPE! VELOCITY 1 DEPTHI Kd 1 Kd 1 Ka I Ka 1 KN 1 KN I KNR 1 KNR 1 SOD 1 SOD I
I mile 1 ft/nil fps 1 ft )design) @20° !design)design) a20 (design! 320° ldesign1 320° 1
1 I 1 1 1 I 1 1 1 1 1 I 1 1 1
Segment 1 1 0.231124.441 0.162 1 0,20 1 0.63 10.55 138.71 1 36,261 0.63 10.50 1 0.63 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 I 1 I 1 1 1 1 1 1 1
1 Flow I CBOD 1 NBOD I D.O. I
I cfs 1 mg/1 I mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 0.062 1 45.000 1 90.000 1 0.000
Headwaters) 0.130 I 2.000 1 1.000 1 7.720
Tributary 1 0.000 1 2.000 1 1.000 1 7.720
* Runoff I 0.000 1 2.000 1 1.000 1 7.720
* Runoff flow is in cfs/mile

- .4 SUMMER
r • •
I--Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow 1
1 1 0.00 5.23 15.89 29.74 0.19
1 1 0.01 5.41 15.87 29.70 0.19
1 1 0.01 5.58 15.85 29.67 0.19
1 1 0.02 5.74 15.83 29.63 0.19
1 1 0.02 5.89 15.81 29.60 0.19
1 1 0.03 6.03 15.79 29.56 0.19
1 1 0.03 6.16 15.77 29.53 0.19
1 1 0.04 6.27 15.75 29.49 0.19
1 1 0.04 6.38 15.74 29.46 0.19
1 1 0.05 6.49 15.72 29.42 0.19
1 1 0.05 6.58 15.70 29.39 0.19
1 1 0.06 6.67 15.68 29.35 0.19
1 1 0.06 6.76 15.66 29.32 0.19
1 1 0.07 6.83 15.64 29.28 0.19
1 1 0.07 6.90 15.62 29.25 0.19
1 1 0.08 6.97 15.61 29.21 0.19
1 1 0.08 7.03 15.59 29.18 0.19
1 1 0.09 7.09 15.57 29.14 0.19
1 1 0.09 7.14 15.55 29.11 0.19
1 1 0.10 7.19 15.53 29.08 0.19
1 1 0.10 7.24 15.51 29.04 0.19
1 1 0.11 7.28 15.50 29.01 0.19
1 1 0.11 7.33 15.48 28.97 0.19
1 1 0.12 7.36 15.46 28.94 0.19
1 1 0.12 7.40 15.44 28.90 0.19
1 1 0.13 7.43 15.42 28.87 0.19
1 1 0.13 7.46 15.40 28.83 0.19
1 1 0.14 7.49 15.39 28.80 0.19
1 1 0.14 7.52 15.37 28.77 0.19
1 1 0.15 7.54 15.35 28.73 0.19
1 1 0.15 7.56 15.33 28.70 0.19
1 1 0.16 7.58 15.31 28.66 0.19
1 1 0.16 7.60 15.30 28.63 0.19
1 1 0.17 7.62 15.28 28.60 0.19
1 1 0.17 7.64 15.26 28.56 0.19
1 1 0.18 7.66 15.24 28.53 0.19
1 1 0.18 7.67 15.22 28.49 0.19
1 1 0.19 7.69 15.21 28.46 0.19
1 1 0.19 7.70 15.19 28.43 0.19
1 1 0.20 7.71 15.17 28.39 0.19
1 1 0.20 7.72 15.15 28.36 0.19
1 1 0.21 7.73 15.13 28.32 0.19
1 1 0.21 7.74 15.12 28.29 0.19
1 1 0.22 7.75 15.10 28.26 0.19
1 1 0.22 7.76 15.08 28.22 0.19
1 1 0.23 7.77 15.06 28.19 0.19
I Seg # I Reach # I Seg Mi I D.O. I CBOD 1 NBOD 1 Flow I