NC0047597_Wasteload Allocation_19830701

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as
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NPDES WASTE LOAD ALLOCATION
Facility Name: C of raei2i17 /or
Existing a
Permit No.: N C. oQ 4 -7 .591 Pipe No.:
Proposed El
Engineer
Date Rec.
ti 4
# r
-ram R
--t
coc
v 1 County:
Date: 1^83 ,a
:per 104.14Cit 11.01.•,-.
Design Capacity (MGD): to • O Industrial (% of Flow) : 35 Domestic (% of Flow) : COS
Receiving Stream:_
7oi j
Reference USGS Quad: SQu}L .•.,i 4 (Please attach) Requestor: L. a• . s
CPtoe . w. c+
(Guideline limitations, if applicable, are to be listed on the back of this form)
Class: C Sub -Basin: 0 3- Q 4- O S
14or, C.eei . - L a v,
A d IC • �r
Regional Office - R. I e•�
Design Temp.: Drainage Area: 7(v ri2 Avg. Streamflow:_
7Q10 :. 0, f 4' Winter 7Q10: 1 I D G f . 30Q2 :
aa
4.
) • Slope -
Location
Location of D.O.minimum (miles below outfall .
—1 Velocity (fps) : Kl (base e, per day, 200C) : K2 (base e, per day, 20°C) :
0 '
4.0
H
aU
aa
y
es
._
caD
r
Effluent
Characteristics
.Monthly
Average
.
Comments
b o DE,'
1
r't
N 0
,
.
‚7)
✓
1
.
15S
3D
ivrab
:eU O. (
J
I GGD
14,
C0 -1 (u)
Origin41 Allocation r--1
Revised Allocation
Confirmation
Prepared By:
ORIMAti-
ee-
Effluent
Characteristics
Monthly
Average
,
Comments
);0-Dc
/2-
.
K\ 1-17-,IJ
)
1
"DO'
tc
(L
.
"1rS _
0
L
.
Fectt
1061)
14
_,
AA'
)
. 119 Cl
5 gitt
)
D+
Date(s) of Revision(s)
(Please attach previous allocation)
J.4% Reviewed By:

********************* WASTELOAD
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : .1 CFS
DRAINAGE AREA
•
•
•
•
ALLOCATION
FARRINTON WWTP
DOMESTIC
DURHAM
RALEIGH
NEW HOPE CREEK
W7010 : 1.0
76 SQ.MI.
CFS
REQUEST NO. 4609
APPROVAL FORM *:******************:**
RECEIVED
iN4 O ;V 1 ' 71983
i ' BAH T Y SECTIOM
1\
REQUESTOR : LARS GODWIN
S UBBAS I N 03-06-05
3002 ',
STREAM CLASS :C
CFS
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEF LOW (S )
BOD--S
NH3-N
D.O.
PH
FECAL COLIFORM
TSS
THESE ARE SUMMER/WINTER LIMITS
THE ASSIMILATIVE CAPACITY IS
REDUCED BY THE HEADWATERS OF
JORDAN LAKE. THE 1.0 CFS
WINTER FLOW IS NOT ADEQUATE
TO DILUTE THE 10 MGD PLANT
FLOW.
TT' acicD11/3%3A 10 char-4mA.
-lo ..Jbdar Mg,
**************************:*************************** ****************:*** * *****:*:
FACILITY IS : PROPOSED ( EXISTING (✓) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
(MOD) 10
(MG/L) 7
(MG/L)2
(MG/L) 1 5
(SU) 1 6-3 .5
(/100ML): 1000
(MG/L)
(viz)
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR9MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY
DIVISION DIRECTOR
10
7•
M
5
6-8.5
1000
30 30
to J.O
DATE
_DATE
___DATE
L444-e:19trATE . _�

Three' 1j740r7 RV A)CV7 - = 672.Z/m </Y 7)67-v
/O, Q `YJ,Q
i)rnr"e4 11rn
got z -7- "JO
N/, = Z
1�0 5 "Jo
9% 43
CAP oS
"LW / two /%'%'1 i0 0 G(>R,c, 3L1.0 _,1 S AIY7'
a/ l ac y &4a ./a4 7iar) GSZ Alfez-P1
�0 /0 = 0 5 6S co? 4,j 14-L.04,.0 ;o
16ir s a 35
0_56-5 - Sia hot, az?, 0/ 1-3, /700 /97-.3 /9Yo
5 //o = 0, I Ai4- Cue 7;►-��c/1
cA) V/o = /. 0 /a-Y; a S (Sce Ito .7)
D4 - ? Co
Q,q-
1 Fa/J 7G'' O/AP7 f - /5 0/7 /hp,
Alec() 14v , 5a rI �' ���c.� , %7)-v/ /74--,ex
w w7P S pO,/l
�L,e/v, ac,.0 tit,1 ct.,(.10 7 o-, s Ow Aaii
1'lan , win I = /6 ° C.-
PO5 a-/ = 9 8 »4
9o�sad - ),8 '90

a /f7‘-a
autt!o ca / 1 6)-2 G/tiz a/La /r
Qw= /o,0
6)5 -
II pi,n r. ,Cc a —
Svm,y4/1
i‹• (4 10
oil
It417.0 3. („ L/ 1
D/
= kl C 1 2' 2n 9l . haze
old. Kz
KZ=0,71x5(erexvetoc
0.g9'5,6x c Va. - /j7- G204c) Q
tee. (A) -? n , Q /o C�
k x 56ze X Ve/toc
/ ,3, xC,V8
,7; del Kz
e zo °c_
3n�

.Srna< .(A_noiksro hawc unac up ,./at-i' t/ --e/d-ac%
/ocaa4s�e g j7,w e. •O /a�ti� w,�zX
4,41,
sn q/Z6A,s _h4_c l c.,1+en svn�,c.da0
rn-i -fzx vs&s imp w raw r� �e
.1-fcJtaiLjA. /7(Iii 5Y 44,0 N 0
571 Nr(,) fi�es e , Sevrir-40 a.dev'e
fLz !/(o krz- 4750-, g Lam t€32+�.r-oedo.,
6th d 111,0eis 8/0
4/i CQ peeknakj A/0$pwLJ) 4-1 7/24/W/ 7/2-e
Aac�c 671. �.a-P (s-
ff 4di 11"°ff
a41 A,,a0C4ot 3° it•J Ot,f
v 0 /01 4.)/ (icAo
744 afi-,oca 6?-7 / 4,14 AC((-- cte-40emAaft.
771w�' SumGo Ca71Po Sv
.
g-t-oitO
sa 9 ,3 1r C LZ1
`a 0�3
�p boa 1 Z

DISCHARGER : FARRINGTON,SUMMER,10S4
RECEIVING STREAM i NEW HOPE CRK
WASTEFLOW 10
/Wag/
ieGni /had&
5/e°,4;
SEG NO 1 REACH 1 SEG MI I ISO 1 CROI' 1 NBOD 1 FLOW 1
1 1 1 1 0.001 5.021 25.851 0.001 15.601
1 1 1 1 0.101 4.951 25.721 0.001 15.601
1 1 1 1 0.201 4.891 25.591 0.001 15.601
1 1 1 1 0.301 4.831 25,461 0.001 15.601
1 1 1 1 0.401 4,771 25.341 0.001 15,601
1 1 1 1 0.501 4.711 25.211 0.001 15.601
1 1 1 1 0.601 4,661 25.091 0.001 15.601
1 1 1 1 0.701 4.601 24.961 0.001 15.601
1 1 1 1 0.801 4.551 24.841 0.001 15.601
1 1 1 1 0.901 4.501 24.721 0.001 15.601
1 1 1 1 1.001 4.451 24,591 0♦001 15.601
1 1 1 1 1.101 4.411 24,471 0.001 15.601
1 1 1 1 1.201 4.361 24.351 0.001 15.601
1 1 1 1 1.301 4,321 24.231 0.001 1.5.601
1 1 1 1 1.401 4.271 24.111 0,001 15.601
1 1 1 1 1.501 4,231 23.991 0.001 15.601
1 1 1 1 1.601 4.191 23,871 0.001 15.601
1 1 1 1 1.701 4.161 23.751 0.001 15.601
1 1 1 1 1.801 4.121 23,641 0.001 1.5.601
1 1 1 1 1,901 4.081 23.521 0.001 15♦601
1 1 1 1 2.001 4,051 23.401 0.001 15.601
1 1 1 1 2.101 4.021 23,291 0.001 15.601
1 1 1 1 2.201 3.981 23.171 0.001 15.601
1 1 1 1 2.301 3.951 23.061 0.001 15.601
1 1 1 1 2.401 3.921 22,941 0.001 15.601
1 1 1 1 2.501 3.891 22.831 0.001 15.601
1 1 1 1 2.601 3.871 22.711 0.001 15.601
1 1 1 1 2.701 3.841 22.601 0.001 1.5.601
1 1 1 1 2.801 3.821 22.491 0.001 15.601
1 1 1 1 2.901 3.791 22.381 0.001 15.601
1 1 1 1 3.001 3.771 22.271 0,001 1.5.601
1 1 1 1 3.101 3.75! 22.161 0.001 15.601
1 1 1 1 3.201 3.721 22,051 0.001 15.601
1 1 1 1 3.301 3.701 21.941 0.001 15.601
1 1 1 1 3.401 3.691 21.831 0.001 15.601
1 1 1 1 3.501 3.671 21.721 0.001 15.601
1 1 1 1 3.601 3.651 21 .61 1 0.001 15.601
1 1 1 1 3.701 3.631 21.511 0.001 15.601
1 1 1 1 3.801 3.621 21.401 0.001 15.601
1 1 1 1 3.901 3.601 21.291 0.001 1.5.601
1 1 1 1 4.001 3.591 21.191 0.001 15.601
1 1 1 1 4.101 3.581 21.081 0.001 15.601
1 1 1 1 4,201 3.561 20.981 0.001 15.601
1 1 1 1 4.301 3.551 20.881 0.001 15.601
1 1 1 1 4.401 3.541 20.771 0.001 15.601
..1 l 1 1 4.501 3.531 20.671 0.001 15.601

DISCHARGER
NAME OF LAKE
DEPTH
WIDTH
FRESHWATER INFLOW
WASTEWATER FLOW
ULT. BOD OF WASTE
MAX TIDAL VELOCITY
CROSS-SECTION AREA
ADVECTIVE VEL.
DISPERSION
K1
K2
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
FARRINGTON
JORDAN
3.00 FEET
50.00 FEET
0.10 CFS
10.00 MGD
20.67 MG/L
0.00 KNOTS
150.00 MET.
1.70 MI/DAY
1.49 SCI,MI./DAY
0.29 F'ER DAY
0.30 F'ER DAY
BOD AT OUTFALL = 16.2628018341 MG/L.
D.O. AT OUTFALL = 4.39001955401 MG/L
MILEPOINT UPSTREAM BOB
0.00
-0.10
16.26
14.29
UPSTREAM D.O.
4.39
4.56
MILEPOINT DOWNSTREAM BOD DOWNSTREAM DO
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2,40
2.50
16.26
16.02
15.78
15,54
15.31
15.08
14.86
14.64
14.42
14.20
13.99
13.78
13.57
13.37
13.17
12.98
12.78
12.59
12.40
12.22
12.03
11.85
11.68
11.50
11.33
11.16
4.39
4.22
4.06
3.90
3.75
3.60
3.46
3.32
3.19
3.07
2.95
2.83
2.72
2.61
2.51
2.41
2.31
2.22
2.14
2.05
1.97
1.90
1.82
1.76
1.69
1.63

2•60
2.70
2.80
2.90
3.00
10.9Y
10.83
10.67
10.51
10.35
1.51
1.46
1.41
1.36
THE.WASTELOAU ALLOCATION FOR FARRINGTON IS 20.67 MG/L

I -,
DI8CHAR8ER
NAME OF LAKE
DEPTH
WIDTH
FRESHWATER INFLOW
WASTEWATER FLOW
ULT. BOD OF WASTE
MAX TIDAL VELOCITY
CROSS-SECTION AREA
ADVECTIVE VEL^
DISPERSION
K1
K2
FARRINTON
JORDAN
3^OO FEET
5O^OO FEET
1,00 CFS
1O^OO MGD
15.0O MG/L
O^OO KNOTS
150,00 8Q^FT^
1^80 MI/DAY
1.49 SQ.MI,/DAY
0^29 PER DAY
0^30 PER DAY
BOD AT OUTFALL = 11^4768612535 MG/L.
D.O^ AT OUTFALL = 6.89150538054 MG/L
MILEPOINT UPSTREAM BOD
0100
-O~1O
11^48
1O,O3
UPSTREAM D,O^
6°89
7,01
MILEPOINT DOWNSTREAM BOD DOWNSTREAM DO
O^O0
0110
0^2O
0.30
O^4O
0.50
O°6O
0.70
O^8O
O,9O
1,0O
1.10
1^2O
1^30
1^4O
1.5O
1^6O
1^7O
1.8O
1.90
2^OO
2.10
?^?o
11.48
11,31
11^15
1O,99
1O^83
1O.68
1O^53
10.38
10^23
1O^O8
9,94
9.8O
9^66
9.52
9^38
9°25
9^12
8.99
8^86
8°73
8^61
8,48
A.:�A
6^89
6.77
6^66
6^55
6^44
6^34
6^24
6,15
6°O5
5^96
5°88
5°80
5^72
5.64
5^56
5^49
5^42
5.36
5^3O
5^24
5^18
5.12
F,.07

2^3O
2~40
2^50
2^6O
2~7O
2^8O
2,90
3^0O
8.24
8°12
8.O1
7^89
7^78
7^67
7^56
7^45
5^O2
4^97
4^92
4^88
4^84
4.8O
4,76
4.72
THE WASTELOAD ALLOCATION FOR FARRINTON IS 15 MG/L

DISCHARGER F iRRINGTON-•SUMMER
RECEIVING STREAM t NEW HOPE CRK
WASTEFLOW t 10+0
SEG N0 I REACH 1 SEG MI 1 DO 1 CBOII 1 NBOD 1 FLOW 1
1 1 1 1 0+001 5+021 14.921 0+001 15.601
1 1 1 1 0.101 5.011 14.841 0.001 15+601
1 1 1 1 0.201 5.001 14.771 0.001 15.601
1 1 1 1 0.301 4.991 14.691 0.001 15.601
1 1 1 1 0.401 4.991 14.621 0.001 15.601
1 1 1 1 0.501 4+981 14.541 0+001 15.601
1 1 1 1 0,601 4.981 14.471 0+001 15+601
1 1 1 1 0.701 4+971 14+401 0.001 15.601
1 1 1 1 0.801 4.971 14 + 32 1 0.001 15.601
1 1 1 1 0.901 4.961 14.251 0.001 15.601
1 1 1 1 1.001 4.961 14+181 0.001 15.601
1 1 1 1 1.101 4+961 14.111 0,001 15.601
1 1 1 1 1.201 4+951 14+041 0.001 15.601
1 1 1 1 1.301 4.951 13.961 0,001 15+601
1 1 1 1 1.401 4.951 13.891 0.001 15.601
1 1 1 1 1.501 4.951 13,821 0.001 15.601
1 1 1 1 1.601 4+951 13.751 0.001 15.601
1 1 1 1 1.701 4+951 13+681 0.001 15.601
1 1 1 1 1+801 4.951 13.611 0+001 15.601
1 1 1 1 1.901 4,951 13.551 0.001 15.601
1 1 1 1 2.001 4.951 13.481 0.001 15.601
1 1 1 1 2.101 4.951 13+411 0.001 15.601
1 1 1 1 2+201 4.951 13.341 0.001 15.601
1 1 1 1 2+301 4+951 13+271 0.001 15.601
1 1 1 1 2.401 4.951 13 + 21 1 0.001 15.601
1 1 1 1 2+501 4.951 13.141 0.001 15+601
1 1 1 1 2.601 4.961 13.071 0.001 15.601
1 1 1 1 2.701 4,961 13.011 0+001 15+601
1 1 1 1 2.801 4.961 12.941 0+001 15.601
1 1 1 1 2.901 4.961 12.881 0.001 15.601
1 1 1 1 3.001 4.971 12+811 0.001 15.601
1 1 1 1 3.101 4.971 12.751 0+001 15.601
1 1 1 1 3.201 4.971 12,681 0.001 15.601
1 1 1 1 3.301 4.981 12.621 0.001 15.601
1 1 1 1 3.401 4.981 12.551 0.001 15.601
1 1 1 1 3.501 4.991 12.491 0.001 15.601
1 1 1 1 3.601 4.991 12.431 0.001 15.601
1 1 1 1 3+ 70 1 5.00 1 12.361 0.001 15.601
1 1 1 1 3+801 5+001 12+301 0.001 15.601
1 1 1 1 3.901 5.011 12.2 4 1 0.001 15+60 1
1 1 1 1 4,001 5.011 12+181 0+001 15.601
1 1 1 1 4.101 5.021 12.111 0.001 15+601
1 1 1 1 4.201 5.031 12.051 0,001 15.601
1 1 1 1 4.301 5.031 11+991 0.001 15.601
1 1 1 1 4.401 5.041 11.931 0.001 15.601
1 1 1 1 4.501 5.041 11.871 0.001 15.601

DISCHARGER
RECEIVING STREAM
WASTEFLOW
Y FARRINGTON- WINTER
30 HG/L BODULT
10
SEG NO 1 REACH 1 SEG MI 1 DO 1 CBOD 1 NBOD 1 FLOW i
1 1 1 1 0.001 5+231 28.301 0.001 16.501
1 1 1 1 0.101 5.221 28.221 0,001 16.501
1 1 1 1 0.201 5.211 28,131 0.001 16.501
1 1 1 1 0.301 5.201 28.041 0+001 16.501
1 1 1 1 0.401 5.191 27.961 0.001 16.501
1 1 1 1 0.501 5.181 27.871 0.001 16,501
1 1 1 1 0.601 5+161 27.791 0.001 16.501
1 1 1 1 0.701 5.151 27.701 0.001 16,501
1 1 1 1 0.801 5.141 27.621 0.001 16.501
1 1 1 1 0.901 5.141 27.531 0.001 16.501
1 1 1 1 1,001 5.131 27.451 0.001 16.501
1 i 1 1 1.101 5.121 27.361 0.001 16.501
1 1 1 1 1.201 5.111 27+281 0.001 16.501
1 1 1 1 1.30E 5,101 27.191 0.001 16.501
1 1 1 1 1.401 5.101 27+111 0.001 16.501
1 1 1 1 1.501 5.091 27.031 0.001 16.501
1 1 1 1 1.601 5.081 26.951 0.001 16.501
1 1 1 1 1.701 5.081 26.861 0.001 16.501
1 1 1 1 1.801 5.071 26.781 0.001 16.501
1 I 1 1 1.901 5.061 26.701 0.001 16,501
1 1 1 1 2.001 5.061 26.621 0.001 16.501
1 1 1 1 2.101 5.051 26.531 0.001 16+501
1 1 1 1 2.201 5.051 26.451 0.001 16.501
1 1 1 1 2.301 5.051 26.371 0.001 16.501
1 1 1 1 2.401 5.041 26+291 0.001 16.501
1 1 1 1 2.501 5.041 26.211 0.001 16.501
1 1 1 1 2.601 5.031 26.131 0.001 16.501
1 1 1 1 2.701 5.031 26.051 0.001 16.501
1 1 1 1 2.801 5.031 25.971 0.001 16.501
1 1 1 1 2.901 5.031 25.891 0.001 16.501
1 1 1 1 3,001 5.021 25.811 0.001 16.501
1 1 1 1 3.101 5.021 25.731 0.001 16.501
1 1 1 1 3.201 5+021 25.651 0.001 16.501
1 1 1 1 3.301 5.021 25.571 0.001 16.501
1 1 1 1 3.401 5.021 25.501 0,001 16.501
1 1 1 1 3.501 5.021 25.421 0.001 16.501
1 1 1 1 3.601 5.021 25.341 0.001 16.501
1 1 1 1 3.701 5.021 25.261 0.001 16.501
1 1 1 1 3.801 5.021 25.181 0.001 16.501
1 1 1 1 3.901 5.021 25.111 0.001 16.501
1 1 1 1 4.001 5.021 25.031 0.001 16.501
1 1 1 1 4.101 5.021 24.951 0.001 16.501
1 1 1 1 4.201 5.021 24.881 0.001 16,501
1 1 1 1 4+301 5.021 24.801 0.001 16.501
1 1 1 1 4.401 5.021 24+721 0.001 16.501
1 1 1 1 4.501 5.021 24.651 0.001 16.501

DISCHARGER
NAME OF LAKE
DEPTH
WIDTH
FRESHWATER INFLOW
WASTEWATER FLOW
ULT^ DOD OF WASTE
MAX TIDAL VELOCITY
CROSS-SECTION AREA
ADVECTIVE VEL^
DISPERSION
K1
K2
FARRINGTON
JORDAN
3400 FEET
5O^OO FEET
1,00 CFS
1O^O0 M8D
25^OO MG/L
O^OO KNOTS
150.00 GQ.FT^
1^80 MI/DAY
1^49 GQ,MI^/DAY
0^29 PER DAY
0,30 PER DAY
DOD AT OUTFALL = 19^0628463039 MG/L.
D^D, AT OUTFALL = 5.58375840392 MG/L
MILEPOINT UPSTREAM DOD
0.00
-O.1O
19~O6
16^65
UPSTREAM D^O.
5.58
5.78
MILEPOINT DOWNSTREAM DOD DOWNSTREAM DO
O^0O
0.110
O^2O
0.30
0^4O
0^5O
O^6O
O^70
O^8O
0.90
1.0O
1.10
1^2O
1.30
1^4O
1^5O
1^6O
1,70
1^80
1.90
2^00
2,1O
9.7O
19~O6
1B,79
18^52
18^26
18^OO
17^74
17^49
17,24
16^99
16.75
16^51
16.27
16^O4
15,81
15^58
15.36
15^14
14,92
14.71
14.5O
14~29
14,O9
17.A9
5^58
5,39
5^2O
5.O2
4^84
4^67
4^5O
4,35
4^19
4,04
3^9O
3.76
3^63
3,50
3,38
3.26
3^15
3.O4
2^93
2.83
2.74
2^64
':).5A

2^30
2^4O
2,50
2^6O
2^7O
2^8O
2^90
3^0O
13^69
13^49
13^30
13~11
12^92
12,74
12.56
12^38
2^47
2^39
2.31
2^24
2.17
2^1O
2,04
1^98
THE WA8TELOAD ALLOCATION FOR FARR%N0TDN IS 25 MG/1-

DISCHARGER
RECEIVING STREAM
WABTEF= LOW
', FARRINGTON-WINTER
15 HG/L
10
SEG NO 1 REACH 1 SEG MI i DO 1 CBOLi 1 NBOD 1 FLOW 1
1 1 1 1 0.001 5+231 14.211 0+001 16.501
1 1 1 1 0,101 5.261 14.171 0.001 16.501
1 1 1 1 0.201 5+291 14.131 0+001 16+501
1 1 1 1 0+301 5+321 14+081 0.001 16.501
1 1 1 1 0+401 5+351 14.041 0.001 16.501
1 1 1 1 0.501 5+381 14.001 0.001 16.501
1 1 1 1 0+601 5.411 13.951 0.001 16.501
1 1 1 1 0+701 5+441 13.911 0.001 16.501
1 1 1 1 0+801 5+471 13,871 0.001 16.501
1 1 1 1 0.901 5.491 13.821 0+001 16.501
1 1 1 1 1.001 5.521 13.781 0+001 16.501
1 1 1 1 1.101 5.551 13,741 0+001 16+501
1 1 1 1 1+201 5+571 13.701 0.001 16+501
1 1 1 1 1.301 5.601 13.661 0.001 16.501
1 1 1 1 1.401 5+631 13+611 0.001 16.501
1 1 1 1 1.501 5.651 13.571 0.001 16.501
1 1 1 1 1.601 5.681 13.531 0+001 16+501
1 1 1 1 1.101 5.701 13.491 0.001 16.501
1 1 1 1 1.801 5.731 13.451 0+001 16.501
1 1 1 1 1.901 5.751 13.411 0+001 16.501
1 1 1 1 2+001 5.781 13.371 0.001 16.501
1 1 1 1 2.101 5.801 13.321 0+001 16+501
1 1 1 1 2+201 5.821 13.281 0.001 16.501
1 1 1 1 2.301 5.851 13,241 0.001 16.501
1 1 1 1 2.401 5.871 13.201 0.001 16.501
1 1 1 1 2.501 5.891 13.161 0.001 16.501
1 1 1 1 2+601 5.921 13.121 0.001 16+501
1 1 1 1 2.701 5+941 13.081 0.001 16+501
1 1 1 1 2.801 5.961 13 + 04 1 0.001 16.501
1 1 1 1 2,901 5.981 13.001 0+001 16.501
1 1 1 1 3+001 6.011 12.961 0.001 16+501
1 1 1 1 3+101 6+031 12,921 0.001 16.501
1 1 1 1 3.201 6+051 12.881 0.001 16+501
1 1 1 1 3+301 6.071 12+841 0.001 16.501
1 1 1 1 3.401 6.091 12.801 0.001 16.501
1 1 1 1 3.501 6.111 12.761 0.001 16.501
1 1 1 1 3.601 6.131 12.721 0.001 16.501
1 1 1 1 3.701 6.151 12.681 0.001 16.501
1 1 1 1 3+801 6.171 12.651 0+001 16.501
1 1 1 1 3.901 6.191 12.611 0,001 16.501
1 1 1 1 4+001 6.211 12.571 0+001 16.501
1 1 1 1 4.101 6.231 12.531 0+001 16.501
1 1 1 1 4+201 6.251 12.491 0.001 16,501
1 1 1 1 4.301 6+271 12.451 0.001 16.501
1 1 1 1 4.401 6+291 12.421 0.001 16.501
1 1 1 1 44501 6.311 12.381 0.001 16.501

DISCHARGER
NAME OF LAKE
DEPTH
WIDTH
FRESHWATER INFLOW
WASTEWATER FLOW
ULT, BOD OF WASTE
MAX TIDAL VELOCITY
CROSS-SECTION AREA
ADVECTIVE VEL.
DISPERSION
K1
K2
FARRINGTON
JORDAN
3.00 FEET
50.00 FEET
1^OO CFS
1O~OO MOD
13~0O MG/L
0.00 KNOTS
150.00 SQ.FT^
1^80 MI/DAY
1440 8Q^MI^/DAY
0^29 PER DAY
0,30 PER DAY
BOD AT OUTFALL = 10^0659829703 M8/1-^
D.O^ AT OUTFALL = 7^20394926143 MG/L
MILEPOINT UPSTREAM BOD
0400
-O^1O
10,07
8^72
UPSTREAM D^O.
7,2O
7.31
MILEPOINT DOWNSTREAM BOD DOWNSTREAM DO
O^0O
O^10
O^2O
O^3O
0^4O
0^5O
O^6O
O.7O
0^8O
O^90
1^OO
1.10
1^2O
1^3O
1^40
1^5O
1^6O
1^7O
1°8O
1,90
2^OO
2^1O
1O^07
9.92
9^78
9,64
9^5O
9^36
9^23
9,1O
8,96
B^84
8^71
8.58
8^46
8^34
8^22
B^1O
7~98
7,87
7^76
7.64
7~53
7^43
7^2O
7.10
7^OO
6.90
6^80
6^71
6^62
6°54
6^45
6,37
6.30
6,22
6^15
6,08
6.O1
5.95
5^89
5.83
5.77
5.72
5^67
5.62
M;.qr
- ��
~ �� 'l
x�
/

'2,30
2,,40
2^5O
2^6O
2,70
2.8O
2^90
3^O0
7^21
7^11
7.O1
6^91
6^81
6^71
6^61
6^52
5.52
5^48
5.44
5^4O
5^36
5^33
5.29
5~26
THE WASTELOAD ALLOCATION FOR PARRINGTON IS 13 MG/L

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