NC0005312_Wasteload Allocation_19880309

PERMIT NO.: NCOO 4'' /'
FACILITY NAME:
Facility Status:
(circle one)
Permit Status: RENEWAL NOURI CAT10N UNPERW TED NEW
(circle one)
NPDES WASTE LOAD ALLOCATION
1 11 4!11aYn. in0/714}arLfl+.r�,79
Major
Pipe No -
Design Capacity (MGD)•
Domestic (% of Flow):
Industrial (% of Flow):
Comments -
Minor
RECEIVING STREAM: ) a `�' iyQr
Class -
Sub -Basin:
Reference USGS Quad• (please attach)
County -
Regional Office: As Fa Mo Ra Wa Wi WS
(drew wee)
Requested By:
Prepared By:( QhtfiS G✓r en -
Reviewed By:
L3
Date.
Date `/7/2g
Date: 3/748
Drainage Area (mi2 )
Modeler
•
1
Avg. Streamflow (cfs). L3 lO
Date Rec.
2.
. #
7Q10 (cfs) -Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
ta f. in a.x.
BOD 5 -
21(D. oLi-
1711. O(1 (f:,-=
T =� LI 41
ti ob. 0i-1-
z430(D.U(1,(-113:toici:
(761) e/d)
cr-h t i
Y5 as 3 ,aPI
' fide ..L, ,d)
011
L 8 13 PT
T. ii Jk t&'
D .5
.`� B P 7
Phenol (M)
I ,5
..4 .3P7
T-ecc Cpj,i-Lv look,
Iur
Ooo Go
()
b-q
(9'ci 16Q
.Q41
PLOTTED 1
Comments. `)a

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
s
Effluent Characteristics
Monthly
Average
r Lv
Daily
Maximum
Comments
RoS.;-
p
/63
('. Oh
/76 //
I J R a. 3
T
/ //'.5
�.3
7
Ph .a p o i
1-2, _
2 4
Ti;a(.7Aror..
/2 5
;2r/
,'H
Co —
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
Gl, r e Y,
r
) 9 )
,,} 0
I; i- Li
.iwaea r f I)
✓`+°ek" A ad y ;,.i
Urer,
J
QA4
,111in;,ti
41 ��oo
!"',e /e)
fart 41
S(.4yart c
Dr 1/ 'roe r35%nq
(no, C14L
/e qo
Par-1- 11
i,Ai r'F e_

'
`
i
~
^ " ,
Request No. :4475
--------------------- WASTELOAD ALLOCATION APPROVAL FORM
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Wasteflow
5-Day BOD
'c,Z:-,)
COD
Sulfide
Fecal Ccliform
pH
T. Chromium
Phenol
Upstream (Y/N):
Downstream (Y/N):
NC0005312
CHATHAM MFG CO. -
5% DOMESTIC / 95%
EXISTING
YADKIN RIVER
C
030702
SURRY
WSRO
LULA HARRIS
2/15/88
C15NE
:
ELK IN
INDUSTRIAL
Drainage Area
Average Flow
Summer 7010
Winter 7010
3002
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs)
�
RECOMMENDED EFFLUENT LIMTTq -------------------------
MON AVE
4.0
876.04
2165.04
7611
24
1000
6-9
12.5
12.5
Location:
Location:
DAL MAX
40
~ 0�.m&�0"�e��
1711.6��Tf°'"°-' `"'l-~~'`
��/f ��r00/n��ic
43O6.06�P7+Cr^—' '-
RECENED
ILL WptN3C0
FEB 2; 1g�O
_
n�mnnenta|Kanspe"n
VYinstun'Sa|onnReg. Office
WASTE CONSISTS OF WOVEN FABRIC FINISHING AND STOCK & YARN FINISHING
THIS WLA SENT IN PLACE OF WLA 04342 - WHICH HAD THE WRONG PRODUCTION LOADING
SEE TOXICITY TESTING REQUIREMENTS ATTACHED
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering __
RETURN TO TECHNICAL SERVICES
BY
_ Dat
Dat� 7 �14
3_V_I j9
Dat= _
MAR 2 2 1988
Date

Facility Name eita-Vita.47,cfn-
II'�(�. — �! Permit #1 /1(eC005 1 of
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is ?. 94% (defined as treatment two to the North Carolina procedure
document). The permit holder shall perform quarterly 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 FeL )' la yJ 4i3 Ale V . Effluent
sampling for this testing shall be performed at the NPDES 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: Technical Services 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 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 reopened and modifiedio 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 subunit
suitable test results will constitute -a failure of permit condition.
7Q10 cfs
Permited Flow 1. U MGD
,IWC% I. 911
---Basin & Sub -basin 1).30 '1&Q
Receiving Stream �/rd curl 1 KPr
County .50/ �G}
Recommended by:
Date all
ptauder•-)
**Chronic Toxicity (Ceriodaphnia) P/F atf. %j k V(L/p24 OV, See Pan 3_, Condition C7 .

Ate 1oJn
L300s g67.o440d i°7f1.ovm
Vb7.0y/ 4- S.34 = c7U.3
1436)-05•6C1 0.66b = 'n 1 0671 ( p 4 OACJW )
-oi mx /cL - a.fcC GUM do d f fro/2M COlti
tu-Lcix. cua ok4 o llo 6t.&2-
4- ex, Ate Ae max
gas(/) 1 ? '&3(4
35 N) ,15 -44,23 I
Co D (/) '7 61 l 15,aa3 an3, 016e) fdod.-
)1-gc6N) .24 -4/
7/..t kto 1.75
C, (/d) ovi
0;,i0 ,
rn i
C
e2-5u u,, a/i-/2
D3'W)
�1ui= LF-b
vYyl
l�vh.c� iS s ' C,tid� 4 too kw�g).00)
91I5 - (.a $.�U) = a1605:04
#fin,.ru4 paw (Ja,P r _ 4a3I 1-'75.oco = 43565.00,
/53 0) CDS. 04 430(1) 0(9

)LtAITP
0
YADt\iN
Tor D6V i� I (J [kuT P
( a , 3b5 rryi
Hof. . d
u6 0-51: a. q .D.. 5O5o
pp - $r10 rui
if6.5= 304 c-Cs

Neu) L. nu:045
cvaS*e_Ar,\J
3G(JsC%J
TSS
o ("zei)
ikde(s:/cd
-mho/ (7a
pH Csv)
M d-ue
44 d
g() 01/
al ()5.04
'7L) //
024
/2.5
I. 5
6-
Pnese
�.0
17f/. oce
430(0. °Go
l 5, a�3
42
�4it

^
SUMMER
CHATHAM AT 78.9 MG/L CBOD AND
4.5 MG/L NBOD FOR 4.0 MGD
--------- MODEL RESULTS ----------
Discharger : CHATHAM MFG CO. - ELKIN
Receiving Stream : YADKIN RIVER
______________________________________________________________________
The End D.O. is 7.37 mg/l.
The End CBOD is 9-78 mg/l.
The End NBOD is 0.91 mg/l.
________________________________________
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
_____ _________ ______ ____ __ -------------
Segment 1 6.46 11.10 6
Reach 1 2070'00 0.00 0.00 1.60000
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
Reach 5 0.00 0.00 0.00 0'00000
Reach 6 0.00 0.00 0.00 0.00000
Segment 2 6,44 4.40 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 78.90 4.50 0.00 4.00000^
�
Segment 3 6.44 0.24 1
Reach 1 45'00 90.00 0.00 0.30500
Segment 4 6.42 0.00 1
Reach 1 45.00 90.00 0.00 1.00000
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 DA..l.A*
Discharger : C1'HATHAM MF•(S CO. EL.1: I N :_ic.tbbas i n : 030702
Receiving Stream . YADKIN RIVER Stream Class: C
{Summer 7010 : 314. Winter 7Q.1() : 450.
_1 .. L:
Design �"effipE'i Temperature: 1.".w.!.
;LENGTH; SLOPE; VELOCITY ! DEPTH: Kd ! Kd ! Ka ; Ka KM ; kN ; KNR ; KNR
! mite ; ft;mi; s : { :design! a20° ; :design: O° ides2 n: 32o. : ' 20° '
fp. td y 8.. g des.gn: 8,., 1
:
Segment 1 ; 1.60: 4.001 0.965 ; 3.95 ! 0.29 : 0.23 : 3.87 : 3.47 0.44 ; 0.30 : 0.44 ; 0.00
Reach 1 : :
1
Segment 1 : 0.501 4.00: 1.042 ; 4.19 ! 0.29 : 0.23 ! 4.09 : 3.67 0.44 : 0.30 : 0.44 ; 0.00 !
Reach 2 :
Segment 1 : 0.30: 4.00: 1.042 ; 4.19 : 0.29 : 0.23 : 4.09 ; 3.67: 0.44 ; 0.30 ; 0.44 ; 0.00 !
Reach 3 !
Segment ! : 2.50: 4.00! 1.049 : 4.21 ; 0.29 : 0.23 ! 4.12 ! 3.891 0.44 : 0.30 ; 0.44 ! 0.00 !
Reach 4 ! :
Segment 1 : 1.70: 2.601 0.937 : 4.52 : 0.28 : 0.22 : 2.39 : 2.14: 0.44 ! 0.30 : 0.44 ! 0.00 :
Reach 5 ! ! : ' ; ; : i
Segment 1 : 4.50: 2.601 0.94! : 4.54 : 0.28 : 0.22 : 2.40 : 2.15: 0.44 : 0.30 : 0.44 : 0.00 !
Reach b : ! 1
Segment 2 ; 1.30: 2.60: 0.949 : 4.57 : 0.28 : 0.22 : 2.42 : 2.17: 0.44 : 0.30 ; 0.44 ! 0.00 !
Reach 1
Segment 2 ; 2.30! 2.601 0.956 : 4.59 : 0.28 ! 0.22 ! 2.44 ! 2.19: 0.44 : 0.30 : 0.44 : 0.00 :
Reach 2 1
1
: ! ! !
Segment 2 ! 0.80: 3.20: 1.035 ! 4.51 ; 0.29 1 0.23 1 3.25 : 2.91: 0.44 : 0.30 1 0.44 ! 0.00 1
Reach 3
Segment 2 ! 0.20! 3.20: 1.050 ; 4.53 1 0.29 1 0.23 ! 3.30 ! 2.961 0.44 : 0.30 1 0.44 1 0.00 :
Reach 4 ! : 1 : 1 !
, , 1 , .
Segment 3 ; 0.24: 6.70: 0.253 : 1.00 : 0.31 ! 0.25 : 3.40 : 3.05: 0.44 ; 0.30 1 0.44 : 0.00 :
Reach 1 : : : : :
c , 1 c i 1 ry i i i 1 `Y 1 1 ,
Segment 4 I .,.201 3.201 1.0654..16 0.29O.L3 3.34 3.00� 0.440..,0 0.44 0.00.
Reach 1 : 1
1 1
Spnker_t 4 J 1 L 2 2_tiL 1ILI 14.74 ! 029 : 0.23 ! 3.51_1_ 3.1S' 0.44 : 0.30 : 0.44 : 0.00 !

,
' Reach 2. | |
`
� � l8V| 3YO| 1188 |46l|O29|V23|455 4O8|O44|O3V|A44|O0V(
Segmen 4 . ' ' ' ^ ' ^ ' ^ ' ' '
' Reach 3 | | | < | |
Segment 4 | 3.20! 3,901 1.230 | 4.78 | 0.29 | 0,23 | 4'71 4.22| 0.44 | 0.30 | 0.44 | 0.00 �
Reach 4 | | | ' . . | | | /
| Flow | CBOD | NBOD | D.O.
| cfs 1 mg/l mg/l | mg/l
Segment 1 Reach 1
Waste | 2.480 12070.000 | 0.000 | 0.000
Headwaters|228.000 | 2.000 | 1'000 1 7.440
Tributary | 0.000 1 2.000 | 1.000 | 7.440
* Runoff | 0.560 | 2.000 | 1.000 | 7'440
Segment 1 Reach 2
Waste < 0.000 | 0.000 | 0.000 ( 0.000
Tributary 1 43.000 | 2.000 1 1.000 | 7.440
* Runoff | 0.560 | 2.000 | 1.000 1 7.440
Segment 1 Reach 3
Waste 0.000 | 0.000 | 0.000 1 0.000
Tributary 1 0.010 | 7.500 < 13'500 1 7.440
* Runoff | 0.560 1 2.000 | 1.000 | 7.440
Segment 1 Reach 4
Waste | 0.000 | 0.000 | 0.000 1 0.000
Tributary / 3.600 1 2.000 | 1.000 | 7.440
* Runoff | 0.560 | 2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste | 0.000 | 0.000 | 0'000 |
Tributary | 6'800 | 2.000 ( 1.000 |
* Runoff | 0.560 | 2.000 | 1.000 |
0.000
7'440
7.440
Segment 1 Reach 6
Waste | 0.000 1 0'000 0.000 | 0'000
Tributary | 1.800 | 2.000 1 1.000 | 7.440
* Runoff | 0.560 1 2.000 1 1'000 | 7.440
Segment 2 Reach 1
Waste | 0.000 | 0.000 | 0.000 |
Headwaters! 0.000 ( 2.000 | 1.000 |
Tributary | 4.400 | 2.000 1 1.000 |
* Runoff | 0.560 ( 2.000 | 1.000 1
0.000
7.440
7.440
7.440
Segment 2 Reach 2
Waste | 0.()00 1 0.000 } 0.000 | 0.000
Tributary | 4.600 1 2.000 ( 1.000 | 7.440
* Runoff 1 0.560 1 2.000 1 1'000 1 7.440

Segment 2 Reach 3
Waste | 0.000 |
Tributary | 13.000 |
* Runoff | 0.560 1
0.000 |
2.000 |
2.000 |
0.000 |
1.000 |
1,000 |
0'000
7.440
7,440
Segment 2 Reach 4
Waste | 6.200 | 78.900
Tributary | 0.000 1 2.000
* Runoff | 0.560 1 2.000
Segment 3 Reach 1
Waste | 0.473
Headwaters! 3.300
Tributary | 0.000
* Runoff | 0.210
Segment 4 Reach 1
Waste | 1.550 �
Headwaters! 0.000 |
Tributary | 0.000 1
* Runoff 1 1.540 |
Segment 4 Reach 2
Waste | 0.000 1
Tributary ( 39.000 |
* Runoff | 0.700 (
Segment 4 Reach 3
Waste | 0.000 (
Tributary 1 0.000 |
* Runoff 1 0'350 1
Segment 4 Reach 4
Waste 1 0.000 |
Tributary 1 43.000 |
* Runoff | 0.350 |
45.000
2.000
2.000
2.000
4.500 |
1'000 <
1.000 (
| 90.000
1 1.000
( 1.000
| 1.000
45.000 1 90.000
2.000 | 1.000
2.000 < 1.000
2.000 | 1.000
0.000 |
2.000 |
2.000 |
0.000 1
2.000 |
2.000 |
0.000 |
2.000 |
2.000 |
* Runoff flow is in cfs/mile
0.000 |
1.000 |
1.000 |
0.000 |
1.000 |
1.000 |
0.000 |
1.000 |
1.000 |
0.000
7.440
7.440
0.000
7.440
7.440
7.440
0.000
7.440
7.440
7.440
0.000
7.440
7.440
0.000
7'440
7.440
0.000
7.440
7'440

SUMMER
CHATHAM AT 78,9 MG/L CBOD AND
4.5 MG/L NBOD FOR 4.0 MOD
| Seg # | Reach # | Seg Mi | D.O. 1 CBOD NBOD Flow |
1 1 0.00 7'36 24.25 0.99 230.48
1 1 0.10 7.34 24'20 0.99 230.54
1 1 0.20 7.31 24.15 0'98 230.59
1 1 0'30 7.29 24.10 0.98 230.65
1 1 0.40 7.26 24.05 0.98 230.70
1 1 0.50 7.24 24.01 0'98 230.76
1 1 0.60 7.22 23.96 0.97 230.82
1 1 0.70 7.20 23.91 0.97 230.87
1 1 0'80 7.18 23.86 0.97 230.93
1 1 0.90 7'16 23.81 0.97 230.98
1 1 1.00 7.14 23'76 0.96 231.04
1 1 1.10 7.12 23.71 0.96 231'10
1 1 1.20 7.10 23.67 0.96 231.15
1 1 1.30 7.09 23.62 0.95 231.21
1 1 1.40 7.07 23.57 0.95 231.26
1 1 1.50 7.05 23.52 0.95 231.32
1 1 1.60 7.04 23.47 0.95 231.38
1 2 1.60 7.10 20.11 0.96 274.38
1 2 1.65 7.10 20.09 0.95 274.40
1 2 1.70 7.09 20.07 0.95 274.43
1 2 1.75 7.09 20.05 0.95 274.46
1 2 1.80 7.08 20.03 0.95 274.49
1 2 1.85 7'08 20.01 0.95 274.52
1 2 1.90 7.07 19.99 0.95 274.54
1 2 1'95 7.07 19.97 0.95 274.57
1 2 2.00 7.07 19.96 0.95 274.60
1 2 2.05 7'06 19.94 0.94 274.63
1 2 2.10 7.06 19.92 0.94 274.66
1 3 2.10 7.06 19.92 0.94 274'67
1 3 2.13 7'06 19.91 0.94 274.68
1 3 2.16 7.05 19.89 0.94 274.70
1 3 2.19 7.05 19'88 0.94 274.72
1 3 2.22 7.05 19.87 0.94 274.73
1 3 2.25 7.05 19.86 0.94 274.75
1 3 2.28 7.04 19.85 0.94 274.77
1 3 2.31 7.04 19.84 0.94 274.78
1 3 2.34 7'04 19.83 0'94 274.80
1 3 2.37 7.04 19'81 0.94 274.82
1 3 2.40 7'04 19.80 0'94 274.83
1 4 2.40 7.04 19.57 0.94 278.43
1 4 2'50 7.03 19.54 0.93 278.49
1 4 2.60 7.03 19.50 0.93 278.55
1 4 2.70 7.02 19.46 0.93 278.60
1 4 2'80 7.02 19.43 0.93 278.66
1 4 2.90 7.01 19.39 0.93 278.71
1 4 3.00 7.01 19.35 0.92 278.77
1 4 3.10 7'00 19.32 0.92 278.83
1 4 3.20 7.00 19.28 0.92 278.88
1 4 3.30 6.99 19.24 0.92 278.94
1 4 3.40 6.99 19.21 0.91 278.99
1 4 3.50 6.98 19.17 0.91 279.05
1 4 3'60 6.98 19'14 0.91 279.11
1 4 3.70 6.97 19.10 0.91 279.16
1 4 3.80 6.97 19.06 0.90 279.22
1 4 3.90 6.97 19.03 0.90 279.27
1 4 4.00 6.96 18.99 0.90 279.33
1 4 4.10 6.96 18.96 0.90 279.39
1 4 4.20 6.96 18.92 0.90 279.44
1 4 _ 4'30 6.95 18.88 0'89 279,50

.1 4 4.40 6.95 18.85
1 4 4.50 6.95 18.81
1 4 4.60 6'94 18.78
1 4 4.70 6.94 18.74
1 4 4.80 6'94 18.71
1 4 4.90 6.94 18.67
1 5 4.90 6.95 18.28
1 5 5'00 6.93 18.24
1 5 5.10 6.92 18'20
1 5 5.20 6.90 18.17
1 5 5.30 6'89 18.13
1 5 5.40 6.88 18.10
1 5 5.50 6.86 18.06
1 5 5'60 6.85 18'02
1 5 5.70 6.84 17.99
1 5 5.80 6.82 17.95
1 5 5.90 6'81 17.92
1 5 6'00 6.80 17.88
1 5 6.10 6.79 17.85
1 5 6.20 6.78 17.81
1 5 6.30 6.76 17.77
1 5 6,40 6.75 17'74
1 5 6.50 6.74 17.70
1 5 6.60 6.73 17.67
1 6 6.60 6.74 17.57
1 6 7.10 6.69 17.40
1 6 7.60 6.64 17.23
1 6 8.10 6.61 17.06
1 6 8.60 6.57 16.89
1 6 9.10 6.54 16'72
1 6 9.60 6.52 16.56
1 6 10.10 6.49 16.40
1 6 10.60 6.48 16'23
1 6 11.10 6.46 16.08
2 1 0.00 6.47 15.87
2 1 0.10 6.47 15.84
2 1 0.20 6.47 15.80
2 1 0.30 6.47 15'77
2 1 0.40 6.46 15.74
2 1 0.50 6.46 15.71
2 1 0.60 6.46 15'68
2 1 0.70 6.46 15'65
2 1 0.80 6.46 15.62
2 1 0.90 6.46 15'59
2 1 1.00 6.45 15.56
2 1 1.10 6.45 15.53
2 1 1'20 6.45 15.50
2 1 1.30 6.45 15.47
2 2 1.30 6.46 15'26
2 2 1.40 6.46 15.23
2 2 1.50 6.46 15.20
2 2 1.60 6.46 15.17
2 2 1.70 6.46 15.14
2 2 1'80 6.46 15.11
2 2 1.90 6,46 15.09
2 2.00 6.46 15.06
2 2 2.10 6.46 15.03
2 2 2.20 6.46 15.00
2 2 2.30 6.46 14.97
2 2 2.40 6.46 14.94
2 2 2.50 6.46 14.91
2 2 2.60 6.46 14.88
2 2 2.70 6'46 14.85
2 2 2.80 6.46 14.82
2 2 2.90 6.46 14.80
P P 2'00 6'46 14.77
0'89
0.89
0'89
0.88
0.88
0.88
0.88
0.88
0.88
0.87
0.87
0.87
0.87
0.86
0.86
0.86
0'86
0.86
0.85
0.85
0.85
0.85
0.84
0'84
0.84
0.83
0.82
0'81
0.80
0.78
0.77
0.76
0.75
0.74
0.75
0.74
0.74
0.74
0.74
0.74
0.73
0.73
0.73
0.73
0.72
0.72
0.72
0'72
0.72
0.72
0.72
0.72
0.72
0.71
0.71
0.71
0.71
0.71
0.70
0.70
0.70
0.70
0'70
0.69
0.69
0.69
279.55
279,61
279.67
279.72
279.78
279.83
286.63
286,69
286.75
286.80
286.86
286.91
286.97
287.03
287.08
287.14
287.19
287.25
287.31
287.36
287.42
287'47
287.53
287.59
289.39
289.67
289.95
290.23
290'51
290.79
291.07
291.35
291.63
291.91
296.31
296.36
296.42
296.47
296.53
296.59
296.64
296.70
296.75
296.81
296.87
296.92
296.98
297.03
301.63
301.69
301.75
301.80
301.86
301.91
301'97
302.03
302.03
302.14
302.19
302.25
302.31
302.36
302.42
302.47
302.53
302.59

� J�^
2
�2
� 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
`
2 3.10 6.46 14.74 0.69 302.64
2 3.20 6.46 14.71 0.69 302.70
2 3.30 6.46 14.68 0'68 302.75
2 3.40 6.46 14.65 0.68 302'81
2 3.50 6.46 14.62 0.68 302.87
2 3.60 6.46 14'60 0.68 302.92
3 3.60 6'50 14'08 0,69 315.92
3 3.68 6.51 14.06 0.69 315.97
3 3.76 6.51 14'04 0.69 316'01
3 3.84 6.52 14,02 0.69 316.06
3 3.92 6.52 14.00 0.69 316.10
3 4.00 6'53 13.97 0'69 316.15
3 4.08 6.54 13'95 0.68 316.19
3 4'16 6.54 13'93 0.68 316.24
3 4.24 6.55 13.91 0.68 316.28
3 4.32 6.56 13.89 0.68 316.33
3 4.40 6.56 13.87 0'68 316.37
4 4.40 6.44 15.12 0.75 322.57
4 4.42 6.44 15.12 0.75 322.58
4 4.44 6.44 15.11 0.75 322.59
4 4.46 6.44 15'11 0.75 322.60
4 4.48 6.44 15.10 0.75 322.61
4 4.50 6'44 15.09 0.75 322.63
4 4.52 6.45 15'09 0.75 322.64
4 4.54 6.45 15.08 0.75 322'65
4 4.56 6.45 15.08 0.75 322.66
4 4.58 6.45 15.07 0.75 322.67
4 4.60 6.45 15.07 0.75 322.68
1 0.00 6.51 7.39 12.15 3.77
1 0.04 6.49 7.35 12.08 3.78
1 0.08 6'48 7.32 12'00 3.79
1 0.12 6.47 7.29 11.92 3.80
1 0-16 6.46 7.25 11.85 3.81
1 0.20 6.45 7.22 11.78 3.81
1 0.24 6.44 7.19 11.70 3.82
1 0'00 6.42 15'12 1.30 328.06
1 0.70 6.47 14.90 1.27 329.13
1 1.40 6.52 14.69 1'25 330.21
1 2.10 6.57 14.48 1.23 331.29
1 2.80 6.61 14.28 1.21 332.37
1 3.50 6.64 14.07 1'18 333.45
1 4.20 6.68 13.88 1'16 334,52
1 4.90 6.71 13'68 1.14 335.60
2 4.90 6'79 12'46 1'13 374.60
2 5.40 6.82 12.36 1.11 374.95
2 5.90 6.85 12.25 1.10 375.3�
2 6.40 6.87 12.15 1.09 375.65
2 6.90 6.90 12.04 1.07 376.00
2 7.40 6.92 11.94 1'06 376.35
2 7.90 6.94 11.84 1.05 376'70
2 8.40 6.97 11.74 1.04 377.05
2 8.90 6.99 11.64 1.02 377.40
2 9.40 7.00 11.54 1.01 377.75
3 9.40 7.00 11.54 1.01 377.75
3 9.60 7.02 11.50 1'01 377.82
3 9.80 7.04 11.46 1.00 377.89
3 10.00 7.06 11.43 1.00 377.96
3 10.20 7.08 11'39 0.99 378.03
3 10'40 7.09 11.35 0.99 378.10
3 10.60 7.11 11.32 0.98 378.17
3 10.80 7.12 11.28 0'98 378.24
3 11.00 7.14 11.25 0.97 378.31
3 11.20 7.15 11.21 0.97 378.38
4 11.20 7'18 10.27 0.97 421.38
4 11.40 7.20 10'24 0.97 421.45

4 11~ 59 80 7 23 10 18 0 96 421
. . . .
' 4 4 12.00 7.24 10,15 0.96 421.66
` 4 ` 4 12'20 7.25 10.12 0.95 421.73
4 4 12.40 7.27 10.09 0,95 421.80
4 4 12.60 7.28 10.05 0.94 421.87
4 4 12.80 7.29 10.02 0.94 421.94
4 4 13.00 7.30 9,99 0.94 422.01
4 4 13.20 7.32 9.96 0.93 422.08
4 4 13.40 7.33 9'93 0.93 422.15
4 4 13.60 7.34 9.90 0.92 422.22
4 4 13.80 7.35 9,87 0.92 422.29
4 4 14.00 7.36 9.84 0.92 422.36
4 4 14.20 7.37 9.81 0.91 422.43
4 4 14'40 7.37 9.78 0.91 422.50
| Seg # | Reach # | Seg Mi | D.O. < CBOD NBOD Flow |

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To: 39
45
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