NC0000272_Dissolve Oxygen Report 1983_19831129

Ca^.:en Mill Pacer Division
BOY C-70
04eACanton,North Carolina 28776
704 FAS-2000
RECEIVED
r= l : 3a737a�S:
Water Quality Division.
Champion International Corporation
November 29 , 1983 NOV 29 1983
Western Regional Office
Asheville, North Carolina
Mr. Forrest Westall
• Head Water Quality Section
NCDEM
Post Office Box 27687
Raleigh, N.C. 27611-7687
Dear Mr. Westall,
As we agreed, Champion completed dissolved oxygen studies
on the Pigeon River during low flow conditions last summer.
The enclosed report details the results of these trials to
supplement oxygen in the river. For your convenience I am
enclosing two copies. Please contact me for questions and
comments'. I look forward to hearing from you.
SSiin/ceeere ly,'l
Ma ee Ransmeier
Copy: Mr. Roy Davis
Regional Supervisor
NCDEM
Western Field Office
159 Woodfin St.
Asheville, N,C. 28801
Mr. R. L. Marlewski, Champion International
Mr. E. 0. Clem, Champion International
Mr. Dick Wigger, Champion International

I� Paper Division
RECEIVED
Water Quality Division
JI UChampion
Champion International Corporation NOV 29 �83
Western Regional Office
Asheville, North Carolina
To: Date:
. Mary Lee Ransmeier . October 25 , 1983
From: Subject:.
111 .Myrl Nisely Pigeon River Dissolved Oxygen
Otto Tysland Enrichment Trial , 1983
Ref : KTR Nos . 1200 and 1303
(� Project No. 028-P3001
n KTR No. 1319
�JI Summary
I� During hot dry summer months, the Pigeon River immediately
below the Canton Mill develops a sag in the dissolved oxygen
(D.O. ) content . The D.O. frequently drops to levels below
l� the State standard of 5 ppm daily average (4 ppm minimum) .
l This begins to occur only when the river flow drops below
90 million gallons per day (MGD) and becomes more frequent
as the flow decreases to the 50-60 MGD range.
Negotiations with the State of North Carolina in 1982
for a Canton Mill NPDES permit containing a temperature
f� variance resulted in agreement between the State and
I Champion to investigate methods of improving the Pigeon
River D.O. The study began in the summer of 1982 with
sparger-systems-(see KTR No: 1200) -and was resumed in
July 1983 with pressurized sidestream (SS) injection
stations engineered and installed as temporary trial
I� equipment by Canton Mill .
Results
I� o Three oxygen (02) injection systems maintained D.O.
l values of 5 ppm or greater from the Champion waste
treatment plant (WTP) outfall to the Waynesville
I� WTP outfall 8 .6 miles below the mill during low
flow conditions (see Appendix B, Table I) .
o At times the D.O. dropped below 5 ppm during attempts
to determine the minimum 02 needed to achieve 5 ppm.
IJ

Mary Lee Ransmeier 3 .
October 25, 1983
KTR No. 1319
time and turbulence to dissolve. The highly oxygenated
mixture is then returned to the river through eductors
which mix 3 parts of river water for each part of treated
water, thus elevating the D.O. of the river (see details
in Appendix A) . Startup was accomplished on July 6 with
sustained operation from July 18 on. Immediately evident
was the capacity to elevate the D.O. of the river and
that D.O . carry downstream was better than expected. A
second SS unit was put into operation at 0 . 9 mile from
the mill on August 12 , and a cover was placed over the
WTP cascade for 02 enrichment on August 15 . Unusually
severe low flow and high temperature conditions pre-
vailed for the rest of August .
Dissolved oxygen and temperature measurements were made
daily at specific sample points ("walking trips") , often
supplemented by raft trips through specific portions of
the river. Four raft trips were taken expressly to
characterize the topography of a given section to help
explain why the temperature and D.O. varied as they
did.
It was known in 1982 that a second sag was measured at
the Crabtree sample station (9. 8 miles) which recovered
by Riverside (15 . 1 miles) . Last year attention centered
on the sag between the outfall and 7. 8 miles. Early in
the study this year the first sag was elevated satis-
factorily. Detailed examination revealed that the second
sag began 8 . 7 miles downstream. This is below the Town
of Waynesville WTP outfall and confluence of Richland
Creek.
Study of the river topography at low flow yielded the
following insights:
River from Outfall to 3. 3 Miles (see graphs 8/18 to 8/24)
- Alternating shallow rocky'-rapids and quiet pools -
- Elevated temperature from mill effluent
These factors work against the retention of high levels
of D.O. Rapids speed up deaeration as 'the D.O. seeks an
equilibrium with the 02 concentration in the air. Pools
provide a long dwell time for BOD oxygen uptake and other
reactions. Warmer water temperature lowers the ppm 02
which water can hold (saturation value) . Thus, in this

Mary Lee Ransmeier 4 .
October 25 , 1983
KTR No . 1319
section 02 flashoff and depletion are rapid, making it
necessary to cluster all three injection sites within
the first 2 . 1 miles in order to stay above 5 ppm. By
Site 2 the river conditions improve enough that D.O.
carry is extended.
3. 3 Miles to 7. 8 Miles (see graph 8/9)
- Generally quiet with pools 11 to 3 feet deep and
occasional rapids or shallow (6") waterfalls . Rapids
increase in frequency near the Lake Junaluska bridge .
This section has historically shown the deepest D .O. sag,
usually near Clyde (5 . 6 miles) , with recovery started by
Lake Junaluska-(7. 8 miles)--. Solar--heating -is -often a
negative factor. When Site 2 was operating, the D .O.
at Clyde was higher than at Lake Junaluska (see graphs
9/18-19) while the reverse was true when Site 2 was down
or operating at low inputs (graph 9/21 and 9/25) . (Note :
Site 2 was down 9/20 and started again at 8 AM on 9/21 .
The input at Site 2 on graph 9/21 had not yet reached
Clyde and Lake Junaluska when they were sampled. ) There-
fore Site 2 injection was indeed elevating the D .O. all
the way to the Lake Junaluska bridge, a 5 . 7 mile carry.
When Site 2 levels were not high enough, a sag developed
(graphs 8/21 and 9/21) .
7. 8 to 8 . 6 Miles (see graph 8/23)
- A series of rock shelves and rapids
- The confluence of Richland Creek at 8. 5 miles
- The-Waynesville WTP •outfall (3-4 MGD flow) at 8 . 6 miles
Substantial natural improvement in D.O. and temperature
occurs in this 0. 8 mile before the Waynesville outfall.
The cooler, well oxygenated Richland Creek enters, easily
identified on the graphs by a strong D.O. upswing. Moni-
toring of Richland Creek (Table III) showed that it was
consistently a D. O. contributor :
8 . 6 to 11 . 6 Miles ( see graphs 8/23 and 8/31)
- Long deep pools , infrequent rapids
The Waynesville WTP empties into this quiescent section.
No other outfalls were observed. Solar heating is pro-
nounced; record temperatures this year produced river
temperatures at Crabtree 3-60C warmer than previous years
(see graphs 8/17, 18, 19 and 24 ) .

Mary Lee Ransmeier 5 .
October 25, 1983
KTR No. 1319
11 . 8 to 15. 1 Miles (see graph 9/15)
- Waterfalls, frequent churning rapids, few quiet pools
The last accessible sampling point of the secondary sag
zone was 11. 6 miles from the mill at a high bridge on
Route 209. All roads then depart from the river for two
miles and Champion' s last routine sample point was the
Riverside bridge at 15 . 1 miles. D. O. values there con-
sistently showed a strong recovery. The reason was
apparent after rafting on 9/15/83. There is a sudden,
spectacular change in topography from quiet pools to
frequent white water throughout this section, beginning
with_a .3z _foot high- waterfall- and -violent--rapids about
0. 2 miles downstream of the Route 209 bridge.
The Impact of Shutting Off Injection Stations
Loss of 02 input at any of the locations often resulted
in a D.O. drop below 5 ppm. Consider the following con-
figurations :
A) Site 2 operating alone. Graphs 7/21 , 7/25 , 7/26,
7/28 , 8/3, 8/10, 8/11 .
B) Sites 1 and 2 operating without the WTP input . Graphs
8/13 to 8/15 .
C) WTP and Site 1 operating without Site 2. Graphs 10/4
to 10/6 .
D) WTP alone . Graphs 9/30, 10/1 to 10/3 .
On the other hand, when conditions are not worst-case
(more flow, lower temperature) , oxygen input at fewer
than three sites is at times adequate. Graphs 7/8 , 7/19 ,
9/24 to 9/26, 9/28 , 9/29, 10/15 to 10/20 .
MN:OT/lh
Attachments
cc : Distribution
a� �

APPENDIX A
OXYGEN INJECTION SITE DESCRIPTIONS

SITE 2
The pressurized sidestream (SS) system at Site 2 was
the first SS system to be installed for the 1983 trial .
The system was originally built with a 12 inch diameter
PVC pipe retention loop. Although the pressure rating
of the PVC was twice the actual loop pressure, the PVC
pipe burst on the second day of operation (perhaps due
to pump vibration or small rocks passing through the
pipe) . A1.1 pipe was replaced with 12 inch diameter
steel and the system operated almost continuously for
the rest of the trial. River water was drawn from a
point deep enough under the surface to prevent the
vortex' from passing air to the pump suction and losing
prime on the centrifugal pump. Oxygen was introduced
to the sidestream. just beyond the pump outlet through
a perforated pipe nipple. The oxygen and water then
passed through 300 feet of the 12 inch steel pipe at
a flow rate of about 5, 100 GPM and a pressure of
59 to 60 psi. The pressure, 20 seconds retention
time, and turbulence from passing through seven 900
elbows dissolved the 02 and raised SS D.O. to about
140 ppm. This highly oxygenated stream was then
returned to the river through fifteen 3 inch eductors
which mix 3 parts river water with each part SS water,
thus elevating the D.O. of the river. The eductors
were mounted at 1 foot intervals along the last 15
feet of the 40 foot long injection header submerged
to the bottom of the deep pool' 2 . 1 miles downstream
of the Canton Mill outfall. The Site 2 pool is the
only one of its size on the river section studied during
1983. It is approximately 100 feet wide, 300-400 feet
long and over 10 ' feet deep. Theoretically, the greater
the depth at which the SS is returned to the river,
the greater the overall SS oxygen injection system
efficiency becomes. The efficiency of the Site 2
system was generally 45 to 55%. The system used
about '9, 000 lb of oxygen per day to elevate river
D. O. from about 5 ppm to 13-18 ppm. The centrifugal
pump was driven by a 12 cylinder diesel engine which
consumed about 300 gallons per day diesel fuel.

SITE 1
Soon after the Site 2 system was built , it was realized
it would be necessary to install a system about 0. 9
miles downstream of the Canton Mill outfall and operate
both systems simultaneously in order to accurately
determine the combined effect of multiple O inputs on
` the ultimate D. O. levels 5 to 8 miles downs?ream. A
hole was dug in the river bottom at the river' s edge in
order to be able to place the pump suction deep enough
underwater to prevent the vortex from passing air into
the system. Oxygen was introduced to the sidestream
just beyond the pump outlet through a perforated pipe
nipple. The oxygen and water then passed through 275
feet of 12 inch steel pipe at a flow rate of about
3,400 GPM and a pressure of 60 to 68 psi . The pressure,
40 second retention time, and turbulence from passing
through six 900 elbows dissolved the 02 and raised SS
D. O. to about 170 ppm. The highly oxygenated stream
was then returned to the river through nine 3 inch
eductors which mix 3 parts river water with each part
SS water, thus elevating the D.O. of the river. The
eductors were mounted at 1 foot intervals along the
last 9 feet of the 25 foot long header submerged to
the bottom of the pool located 0. 9 miles downstream.
The pool at Site 1 is about 50 feet wide, 130 feet
long, and 8 feet deep. The system used about 7, 000
lb of oxygen per day to elevate river D.O. from about
5 ppm to greater than 12 ppm at an overall system
efficiency of 50 .to 60%. The centrifugal pump was
driven by a 12 cylinder diesel engine which consumed
about 260 gallons per day diesel fuel.
WTP SYSTEM
Last year for the 1982 trial, the waste treatment plant
aeration cascade was covered and 02 introduced under the
cover to become dissolved in the water. D. O. values up
to 17 ppm in the effluent were achieved. This method of
O enrichment was used again this year in order to avoid
tRe expense of installing a temporary SS system and to
expedite data collection. A feed of 11 , 000 to 14 , 000 lb
per day raised effluent D.O. to 11-17 ppm at efficiencies
ranging from 20 to 30%.

• a
OXYGEN INJECTION SYSTEM SCHEMATIC
Oxygen
Injection
Pigeon
River
Flow � OZ
Flowmeter Vaporizers
River
Water
Intake
Retention
Line
Eductors

APPENDIX B
KEY TO SAMPLE POINT LOCATIONS
GRAPH OF 1983 PIGEON RIVER FLOW
TABLE I - RIVER D.O. DATA
TABLE II - RIVER TEMPERATURE DATA
TABLE III - RICHLAND CREEK D.O. AND
TEMPERATURE
DAILY RIVER D.O . AND TEMPERATURE GRAPHS
LOGS OF FOUR RAFTING TRIPS

KEY TO SAMPLE POINT LOCATIONS
Miles From River
Outfall Mile Location Description
-0.05 63.35 Upstream of mill
0.0 63.3 WTP Effluent
0.4 62.9 Fiberville Bridge
0.65 62.65 Bark Storage Cate
0.9 62.4 Site 1 Intake
1.0 62.3 Just Below Site 1
1.2 62. 1 Pool Beyond Site 1
1.5 61.8 Murray Branch
2.05 61.25 Just Above Site 2
2.2 61. 1 Just Below Site 2
2.4 60.9 Thickety Creek
2.7 60.6 Bowen Branch
3.0 60.3 Upstream Tip of Island
3.3 60 Just Below Patton Branch
3 .7 59.6 Small Branch, North Side
4.0 59.3 Top of Bend to South
4.3 59 River Mile 59
5.6 57.7 Clyde'Bridge
7.8 55.5 Lake Junaluska or Hyder ps,�,� UL
Mtn. Bridge
8.6 54.7 Just Above Waynesville WTP
Outfall
9.8 - 53.5 Crabtree Bridge Wa.)ALUV 0C Ddt�'M-
11.1 52.2 Low Bridge
11.6 51.7 High Bridge on Highway 209
15.1 48.2 Riverside Bridge

2000
Pigeon River MGD at Canton•
1500 1-1-83 to 10-21-83
v
m
E
v
,° lODO
u-
r
0
c
a
U
500
0
1/1 1/26 2/20 3/17 4/11 5/6 5/31 6/25 7/20 8/14 9/8 10/3
DATE (SMALL INCREMENT = 5 DAYS)
DATASTREAM STAT PAC
Champion International

TABLE I r,TR No. 1319
PIGEON RIVER DISSOLVED OXYGEN - PARTS PER MILLION
.- Days when river D.O. was maintained at 5 ppm or above from Champion outfall to 8.6 miles downstream.
CANTON Miles Downstream of Champion WTP Outfall
1983 FLOW -0.05 0.0 0.4 0.65 0.9 1.0 1 .2 1.5 2.05 2.2 2.4 2.7 3.0 3.3 3.7 4.0 4.3 5.6 7.8 8.6 9.8 11.1 11.6 15.1
MGD
176 106.6 8.55 - 6.8 6.4 6.1 - 6.7 - 6.1 6.2 6.6 6.5 6.75 6.3 6.1 6.2 - 6.2 6.3 - 6.5 - - 6.9
Start-Up Site No. 2 (2.1, Mile)
7-8 87.9 - - 6.9 - - - - - 5.8 11 .9 10.5 10.2 9.85 9.1 8.85 8.5 8.2- 7.7 6.9 - 6.4 - - 7.15
7-19 69.7 - - 5.9 - - - - - 5.25 13.1 11 .4 10.5 10.5 9.35 8.8 8.4 7.4 7.0 6.3 - 5.6 - - 6.7
7-21 65.3 - - 5.9 - - - - - 4.1 10.8 - - - 8.0 - - 6.2 5.3 5.1 - 3.95 - - 5.5
7-25 58.9 - - - - - - - - 3.7 11 .2 9.4 7.9 8.5 7.5 7.1 7.1 6.5 5.4 5.2 - 4.4 - - 5.1
7-26 63.3 7.25 - 5.0 4.6 3.9 - 3.65 3.2 4.0 14.0 11.8 9.4 9.6 9.6 8.1 8.2 8.5 5.5 5.5 - 5.0 - - 6.05
7-28 49.3 6.8 - 4.8 4.3 9.3 - 3.8 3.2 4.2 14.4 12.2 8.2 7.0 9.2 9.5 9.3 9.7 5.9 5.75 - 4.4 - - 6.0
8-3 56.5 7.7 - 4.75 4.3 3.5 - 3.7 3.6 4.1 13.2 11 .3 10.7 10.4 9.3 8.3 8.2 - 6.0 5.5 - 4.6 - - 5.9
8-9 49.3 7.0 - 3.6 - - - - - - - - - - - - - 6.0 5.3 5.3 - 4.1 - - 5.6
8-10 53.6 7.2 - 2.37 - - - - - 2.0 10.4 - - - 6.8 - - 5.85 4.7 4.75 - 4.0 - - 6.0
8-11 45.9 7.1 - 2.05 1.7 1.2 - 1.7 1 .3 1.9 14.4 10.8 10.0 7.75 7.70 6.75 6.35 5.85 4.95 5.1 - 3.3 - - 5.5
Start-Up Site No. 1 (0.95 Mile)
8-13 60.0 - 6.0 3.7 2.9 2.6 - 6.6 5.5 5.0 16.4 12.4 11.6 10.4 9.3 8.8 7.9 7.4 6.25 6.05 - - - - -
8-14 59.3 7.3 6.0 2.8 2.0 1.4 - 6.25 4.8 4.5 16.6 13.4 12.2 10.9 9.7 8.9 8.3 7.5 6.0 5.8 - - - - -
8-15 44.0 7.7 6.0 2.5 1.8 1.1 10.2 6.7 4.8 4.5 17.0 13.2 11.8 11.2 9.7 8.6 8.0 7.2 5.7 5.5 - 4.8 4.0 - 6.3
Start-Up WTP Effluent Op Enrichment (0.0 Mile)
8-16 54.1 7.6 10.8 6.7 - 3.6 12.6 8.0 - 5.5 18.0 - - - 10.6 - - - 6.2 5.3 - 3.6 - 3.35 5.85
8-17 48.3 7.7 11.2 7.3 - 4.3 12.0 8.3 - 6.0 17.7 - - - 9.3 - - - 6.1 5.4 - 3.6 2.7 - 5.8
O 8-18 47.8 7.3 16.8 11.1 - 7.65 14.8 9.9 - 6.4 17.0 - - - 9.9 - - 7.6 5.6 5.25 5.65 3.15 - 2.1 5.3
*8-19 44.8 7.2 16.1 10.75 - 6.9 15.2 9.9 - 6.4 16.6 - - - 8.8 - - 7.0 5.6 5.45 6.7 3.25 - 2.35 5.4
8-21 48.3 - 14.4 10.2 - 6.0 12.4 7.3 - 4.5 13.4 - - - 6.6 - - 4.9 3.8 4.1 5.6 3.6 - - 5.5
8-22 54.1 7.4 14.7 10.8 - 7.0 13.6 8.55 - 5.85 5.1 - - - 6.05 - - 6.05 4.75 4.8 5.9 4.35 3.9 - 5.9
B-23 46.9 - - - - - - - - - - - - - - - - - - 4.55 5.5 4.2 3.65 - -
8-24 51.0 7.0 12.85 10.9 - 6.4 11.4 6.4 - 4.35 12.6 - - - 7.85 - - 6.1 5.3 4.25 6.4 4.4 - 3.35 4.8
*8-25 78.8 7.35 13.6 9.3 - 6.8 12.4 9.65 - 6.75 13.7 - - - 8.0 - - - 6.75 5.4 6.1 5.4 4.8 3.9 5.6
48-26 63.7 7.45 15.5 11.3 - 7.85 14.1 10.6 - 6.9 15.5 - - - 9.0 - - 8.2 6.6 5.85 6.8 5.7 5.2 4.9 6.6
*8-27 55.0 - 15.2 10.4 - 7.4 13.4 9.7 - 6.45 15.7 - - - 9.25 - - 6.85 5.5 5.1 6.05 5.08 4.85 - 6.45
4 8-28 52.9 - 15.4 10.6 - 7.3 14.0 8.1 - 6.1 16.0 - - - 8.8 - - 7.2 5.6 5.2 6.3 5.7 6.35 - 6.9
*8-29 49.3 7.3 14.0 9.1 - 5.1 11.3 7.4 - 5.0 16.5 - - - 8.9 - - 6.7 5.6 5.0 6.2 5.2 4.9 4.5 6.35
8-30 45.9 7.45 14.0 9.7 - 5.1 12.7 7.1 - 4.3 14.2 - - - 8.3 - - 5.9 5.2 5.3 6.2 5.1 4.7 4.45 6.6
8-31 43.9. 7.25 15.5 9.8 - 5.3 12.5 7.75 - 4.95 16.7 - - - 8.75 - - 6.2 4.8 4.8 5.6 5.0 4.25 4.0 6.6

TABLE I (Continued) Y,TR No. 1319
CANTON u4 aR I�
µP_Oi _ 9wA
1983 FLOW -0.05 0.0 0.4 0.65 0.9 1.0 1.2 1.5 2.05 2.2 2.4 2.1 3.0 3.3 3.7 4.0 4.3 5.6 7.8 8.6 9.8 11.1 11.6 15.1
MGD
+k9-1 55.0 7.45 16.4 11.6 - 8.3 13.6 9.4 - 6.9 12.4 - - _ 9.7 _ _ 7.6 6.1 5.4 6.3 5.7 5.0 4.9 6.7
J
■9-2 50.7 1.35 15.2 10.2 - 6.8 14.8 9.2 - - _ _ _ _ 10,4 _ _ 7.8 6.4 5.35 5.9 5.35 5.0 4.7 6.35
*9-3 57.5 - 16.8 12.4 - 8.0 15.0 10.1 - - _ _ _ _ 9.6 - - 7.3 6.15 5.7 6.5 6.63 - 5.6 6.8
*9-4 160.0 - 13.2 9.4 - 7.95 11.6 10.0 - - - - - _ 9.2 - - 8.4 6.3 6.4 8.4 7.0 - 6.0 6.7
*9-5 88.9 7.95 16.4 11.2 - 8.6 14.6 11.1 - _ _ _ - 10.9 - - 9.5 8.5 7.4 7.6 7.25 7.3 7.15 7.3
*9-6 57.5 7.45 11.8 8.4 ' - 5.2 12.6 8.8 - 7.2 17.9 - - - 10.1 - - 8.6 7.15 M 5 7.2 6.65 6.9 6.7 7.4
*9-7 51.7 7.4 10.1 7.5 - 5.2 13.8 7.8 5.5 13.5 - - - 10.7 - - 8.5 6.6 5.6 7.2 6.4 6.0 5.6 7.4
9-8 - - 10.4 7.3 - 4.9 12.9 8.5 - 6.7 16.6 - - - 10.2 - - 7.5 5.8 5.2 6.7 5.6 5.3 4.9 6.6
*9-9 45.9 7.65 11.4 8.3 - 5.6 13. 9.2 - 6.8 15.2 - - - 10.6 - - 8.2 6.3 5.6 7.3 5.7 4.85 4.8 6.7
*9-10 56.3 - 12.4 8.4 - 5.8 13.2 8.9 - 6.4 10.6 - - - 9.7 - - 7.9 6.5 5.75 6.7 6.3 6.0 5.0 6.6
9-11 51.7 7.2 12.6 7.6 - . 4.5 11.7 7.2 - 5.0 17.2 - - - 8.8 - - 7.3 5.6 5.1 5.8 5.6 5.5 5.2 6.7
9-12 51 .7 8.3 11.4 6.8 _ 4.0 12.6 7.2 - 5.5 15.4 - - - 8.6 - - 6.8 6.1 5.9 6.9 6.3 5.95 5.8 6.9
9-13 48.3 7.2 11.2 7.4 - 4.65 12.2 7.1 - - - - - _ - - - 7.72 6.15 5.25 5.85 5.25 4.7 4.9 6.2
*9-14 90.6 7.45 12.2 8.8 _ 7.1 11.15 6.3 - 6.15 9.3 - - - - - - 8.3 7.2 6.25 5.45 5.85 5.65 5.3 6.6
*9-15 75.4 9.1 12.5 9.35 - 7 13.2 9.8 - 7.45 7.75 - - - - - - 8.55 7.25 6.55 6.35 . 6.2 5.75 5.5 5.3
*9-16 57.5 9.2 13 9.7 - '6.4 14.8 9.7 - 4.95 7.6 - - - - - - 6.3 5.95 6.5 7.7 6.8 6.4 6.2 7.75
9-17 54.0 7.9 12 7.9 - 4.7 13.2 7.9 - 5.5 12.2 - - - - - - 7.2 6.1 5.75 6.45 6.6 5.7 5.4 6.9
9-18 51.7 7.1 11.4 7.3 - 4.2 13.0 7.6 - 5.7 11.4 - - - 8.7 - - 7.35 6.2 5.75 6.5 6.0 5.8 5.6 7.0
9-19 48.3 6.9 10.8 7.7 - 4.6 13.3 8.75 - 5.1 15.9 - - - 9.75 - - 7.8 6.2 5.9 6.85 6.4 6.1 5.8 7.4
9-20 48.3 7.6 12.7 8.0 - 4.5 13.05 7.35 - 5.35 12.2 - - - 9.0 - - 6.8 5.5 5.3 6.1 5.4 5.2 5 6.7
9-21 52.9 7.5 12.2 8.55 - 5.1 13.4 8.45 - 5.7 12.9 - - - 6.4 - - 4.1 4.0 4.75 6.2 5.3 4.8 4.6 6.3
*9-22 67.6 8.55 12.8 9.6 - 7.25 13.8 10.4 - 7.7 13.4 - - - 9.3 - - 7.7 7.6 7.05 7.6 6.65 6.35 6.05 7.55
l9-23 52.8 9.1 12.4 9.5 - 6.1 13.6 9.3 - 7.7 15.1 - - - 9.6 - - 8.35 7.4 6.8 7.1 6.95 6.55 6.4 7.6
*9-24 50.5 9.5 13.2 9.3 - 6.45 15.8 10.2 - 7.5 7.05 - - - 6.1 - - 5.9 7.0 6.45 6.95 6.7 6.5 6.3 7.9
*9-25 49.4 8.9 13.0 9.85 - 7.1 15.1 9.1 - 7.7 7.45 - - - 6.2 - - 5.9 5.4 5.95 6.85 6.7 6.45 6.3 7.8
*9-26 50.5 9.2 13.4 9.3 - 6.05 15.4 9.8 - 7.55 7.05 - - - . 5.65 - - 5.6 5.2 5.8 6.95 6.55 6.3 6.1 7.7
*9-27 47.1 8.6 13.6 10.2. - 7.85 15.4 10.5 - 7.7 16.8 - - - 10.2 - - 7.95 6.8 5.75 6.4 5.95 5.85 5.65 7.3
*9-28 47.1 8.4 13.0 10.4 - 8.05 15.6 11.3 - 8.1 7.4 - - - 5.9 - - 6.0 6.4 6.05 6.6 6.1 5.7 5.4 6.9
*9-29 45.9 9.3 13.6 9.55 - 7.0 15.6 11.0 - 8.2 7.45 - - - 5.85 - - 5.75 5.2 5.7 6.9 6.0 5.6 5.3 7.4
9-30 49.4 8.75 9.75 6.6 - 5.0 5.0 4.7 - 4.5 4.2 - - - 4.45 - - 4.6 4.6 5.5 6.5 6.2 6.1 5.85 7.3

KTR N0. 1319
TABLE I (Continued)
CANTON Ow,d
1983 FLOW -0.05 0.0 0.4 0.65 0.9 1.0 1 .2 1.5 2.05 2.2 2.4 2.7 3.0 3.3 3.7 4.0 4.3 5.6 7.8 8.6 9.8 11 .1 11.6 15.1
MGD
10-1 47.1 8.7 16.2 10.8 - 7.2 7.5 6.0 - 5.0 4.4 - - - 4.1 - - 4.5 4.5. 5.4 6.6 5.9 5.9 5.8 7.3
10-2 48.3 9.0 14.4 9.1 - 6.1 6.4 5.1 - 4.6 4.1 - - - 4.2 - - 4.6 �� 5.4 7.2 6.0 5.8 5.6 7.7
10-3 49.4 8.9 13.7 7.45 - 4.55 4.7 3.95 - 3.8 3.35 - - - 3.7 - - 4.2 C44.25 5.2 6.8 5.9 5.7 5.4 7.0
10-4 45.9 8.7 14.6 8.1 - 5.1 15.1 9.45 - 6.8 6.25 - - - 5.2 - - 5.1 ('A 0 5.4 6.9 5.7 5.5 5.1 7.2
10-5 50.5 8.3 15.2 9.65 - 6.3 13.3 9.2 - 6.2 5.8 - - - - - - 4.1 `3.6_..l 4.5 6.05 5.55 5.4 5.15 6.7
10-6 50.5 8.05 15.3 9.25 - 6.4 14.6 9.6 - 6.9 6.6 - - - 5.15 - - 5.0 Z4,35 5.05 6.85 5.8 5.45 5.25 6.7
■ 10-7 47.1 8.45 16.4 9.4 - 6.45 14.4 9.7 - 6.9 12.8 - - - 9.9 - - 8.05 6.65 5.8 6.5 6.15 5.85 5.6 7,4*
0 10-8 45.4 8.55 14.7 9.85 - 6.75 16.0 10.8 - 7.7 13.3 - - - 8.25 - - 7.2 5.85 5.7 6.85 6.6 6.3 6.1 7.7*
■10-9 47.1 8.15 14.5 9.85 - 7.0 14.6 10.2 - 7.3 12.8 - - - 8.05 - - 6.25 5.9 5.7 6.55 6.3 6.05 5.95 7,6*
#10-10 45.9 8.45 15.4 11.0 - 7.45 14.7 10.1 - 6.9 12.4 - - - - - - 6.25 5.65 5.5 6.4 5.85 5.6 5.4 7.1*
1910-11 45.9 8.31 15.1 10.6 - 7.7 16.6 10.4 - 7.2 12.1 - - - 7.2 - - 6.05 5.45 5.5 6.75 5.7 5.55 5.45 7.1*
*10-12 64.7 8.4 13.0 9.9 - 8.1 12.2 10.2 - 8.4 8.95 - - - 6.8 - - 5.9 5.15 5.15 6.45 5.6 5.35 5.3 6.75*
*10-13 102.4 8.0 13.1 9.4 - 8.05 11.6 9.05 - 8.0 8.4 - - - 7.2 - - 6.9 6.6 6.65 7.75 7.7 7.55 7.2 8.5*
iRIO-14 187.9 9.2 12.2 9.2 - 8.95 9.2 8.8 - 8.85 9.0 - - - 8.8 - - 8.8 8.8 8.4 8.5 8.5 8.4 8.3 8.35*
■10-15 105.8 9.4 12.5 10.2 - 9.0 9.8 9.2 - 8.5 8.7 - - - 8.1 - - 8.2 8.1 8.2 8.5 8.4 8.4 8.3 8.7*
010-16 83.8 9.3 13.8 10.6 - 9.6 10.0 8.8 - 8.3 8.4 - - - 7.9 - - 7.7 7.8 7.8 B.4 8.3 8.3 8.2 8.7*
*10-17 73.7 9.4 15.4 11.3 - 9.45 10.1 8.8 - 7.75 7.9 - - - 7.35 - - 7.35 7.15 7.4 8.15 7.9 7.9 7.8 8.5*
*10-18 69.1 8.7 16.9 11 .0 - 9.45 10.0 9.3 - 7.8 7.8 - - - 7.3 - - 7.0 6.7 6.6 7.3 6.85 6.75 6.6 7.35*
■10-19 64.7 8.8 17.8 11.4 - 9.4 10.1 8.35 - 7.95 7.85 - - - 7.2 - - 6.8 6.5 6.5 7.75 6.9 6.75 6.65 7.9*
*10-20 61.8 8.1 12.3 9.1 - 7.8 8.25 7.25 - 6.8 6.55 - - - 6.35 - - 6.0 5.6 5.85 7.0 6.35 6.0 5.8 6.7*

TABLE II
PIGEON RIVER TEMPERATURE - oC KTR No. 1319
CANTON Miles Downstream of Champion IlTP Outfall
1983 FLOW -0.05 0.0 0.4 0.65 0.9 1 .0 1.2 1.5 2.05 2.2 2.4 2.7 3.0 3.3 3.7 4.0 4.3 5.6 7.8 8.6 9.8 11 .1 11.6 15.1
MGD
7-6 106.6 19.8 - 27.0 27.0 27.0 27.0 - - 27.2 27.2 27.8 28.0 27.8 27.5 27.5 27.5 - 24.0 23.5 - 23.0 - - 22.5
Start-Up Site No. 2 (2.1 Mile)
7-8 87.9 - - 27.0 - - - - - 26.2 26.2 26.2 26.2 26.0' 25.5 25.3 25.8 25.8 23.8 23.8 - 23.0 - - 22.0
7-19 69.7 - - 32.0 - - - - - 33.0 32.6 32.3 32.2 32.2 32.0 31 .6 31.3 31 .0 29.8 26.5 - 25.5 - - 24.5
7-21 65.3 - - 35.0 - - - - - 35.0 34.5 - - - 33.0 - - 32.0 30.5 30.0 - 26.5 - - 25.5
7-25 58.9 - - - - _ - - - 33.2 33.0 33.0 32.5 32.0 32.0 31 .7 31.5 31.0 30.3 29.5 - 26.2 - - 25.0
7-26 63.3 23.0 - 34.0 33.0 33.0 - 32.0 31 .0 31 .0 30.5 31 .0 30.0 30.0 30.0 29.8 29.2 29.0 29.0 27.3 - 26.0 - - 25.0
7-28 49.3 23.0 - 36.0 34.5 34.0 - 33.2 33.0 32.5 32.0 32.0 32.0 31.5 31.0 30.8 30.5 30.5 28.9 28.9 - 25.0 - - 23.9
8-3 56.5 - - 34.8 33.8 33.0 32.8 - 32.0 32.0 31 .8 31.8 32.0 32.0 32.0 32.0 31 .0 - 29.5 28.5 24.9 - - 23.9
e-9 49.3 21 .2 - 34.0 - - _ - _ - _ - _ - _ - - 28.8 28.0 29.0 25.0 - - 25.0
B-10 53.6 - - 38.8 - - - - - 36.2 35.5 - - - 34.0 - - 33.0 30.4 29.5 - 25.5 - - 24.5
8-11 45.9 - - • 37.5 36.0 36.0 - 34.8 34.0 33.9 33.5 33.0 33.0 31.8 31 .5 31.8 31.0 30.8 29.4 29.1 - 25.5 - - 24.5
Start-Up Site No. 1 (0.95 Mile)
8-13 60.0 - 39.4 35.0 33.8 33.0 - 32.2 31.2 30.8 30.6 30.2 - 30.2 29.8 29.8 29.4 29.0 27.8 27.5 - - - -
8-14 59.3 21.5 38.9 37.0 35.2 34.9 - 34.2 33.6 33.2 32.5 32.2 32.2 31.8 31.0 31.0 30.5 30.1 28.2 28.0 - - _
8-15 44.0 19.9 38.9 36.0 34.1 33.5 33.5 32.8 32.0 31 .0 30.8 30.2 30.2 29.5 29.0 28.8 28.0 28.0 26.6 26.0 - 24.0 23.0 - 22.8
Start-Up WTP Effluent 02 Enrichment (0.0 Mile)
8-16 54.1 19.9 38.0 36.4 - 34.0- 34.0 33.0 - 31 .5 31.2 - - - 31.0 - - - 27.0 25.8 - 23.7 - 22.8 22.3
8-17• 48.3 19.2 38.0 36.8 - 34.1 34.0 33.0 - 32.1 31.5 - - - 29.8 - - - 28.0 26.0 - 24.0 23.0 - 22.5
8-18 47.8 20.5 39.0 38.0 - 35.0 35.0 36.5 - 32.9 31 .9 - - - 29.8 - - 28.8 27.5 27.0 24.8 25.0 - 23.9 23.5
8-19 44.8 22.0 39.0 39.1 - 37.1 37.1 36.8 - 34.0 33.7 - - - 34.0 - - 32.0 30.0 30.0 27.9 28.5 - 24.0 24.0
8-21 48.3 - 40.2 39.5 - 37.2 37.2 35.5 - 34.9 34.2 - - - 32.3 - - 31 .8 30.5 30.4 28.0 28.9 - - 27.9
8-22 54.1 21.0 39.8 38.7 - 36.4 36.0 34.8 - 34.1 33.4 - - - 32.0 - - 31.3 30.8 30.5 28.0 29.5 28.8 - 27.7
8-23 46.9 - - - - - - _ - - _ _ _ _ - _ - - - 29.0 27.5 28.0 28.6 - -
8-24 51.0 23.0 39.5 38.0 - 36.2 36.2 35.0 - 33.9 33.5 - - - 31.2 - - 30.0 28.5 28.2 27.5 28.5 - 26.5 26.5
8-25 78.8 21.8 38.8 30.2 - 29.6 29.6 29.6 28.9 - 29.5 - - - 29.0 - - - 28.2 27.5 26.0 25.8 25.2 25.5 26.0
8-26 63.7 21.0 37.9 33.0 - 32.0 31 .8 30.5 - 29.5 29.2 - - - 27.7 - - 27.0 26.3 25.5 24.8 24.6 24.4 24.2 23.9
8-27 09tO) - 38.8 34.8 - 33.5 33.5 32.1 - 30.8 30.2 - - - 29.7 - - 27.9 27.9 27.2 25.1 25.1 25.0 - 23.3
8-28 52.9 - 38.0 36.0 - 34.2 34.2 32.0 - 31.6 31.2 - - - 28.5 - - 28.4 27.3 26.5 24.2 24.8 24.3 - 23.8
8-29 49.3 21.0 38.9 37.8 - 35.8 35.5 34.8 - 34.0 33.2 - - - 31.8 - - '30.8 29.0 28.9 26.8 27.8 26.9 24.5 26.0
8-30 45.9 20.5 37.8 36.5 - 34.3 34.2 33.0 - 32.5 31 .1 - - - 31.3 - - 30.0 28.3 27.8 25.8 26.9 26.2 23.0 25.8
8-31 43.9 20.5 38.8 37.0 - 36.4 36.3 35.0 - 34.8 34.3 - - - 32.0 - - 30.0 28.5 27.2 26.5 26.0 25.5 23.8 24.2

KTR No. 1319
TABLE II (Continued)
CANTON
1983 FLOW -0.05 0.0 0.4 0.65 0.9 1.0 1.2 1 .5 2.05 2.2 2.4 2.7 3.0 3.3 3.7 4.0 4.3 5.6 7.8 8.6 9.8 11.1 11.6 15.1
MGD
9-1 55.0 20.2 37.8 34.9 - 32.9 33.0 32.0 - 31 .8 31 .5 - - - 30.0 - - 29.2 28.3 27.8 25.2 26.0 25.2 24.9 24.5
9-2 50.7 20.1 37.5 36.0 - 33.0 33.0 31.8 - - - - - - 29.1 - - 28.0 26.8 26.5 24.0 25.0 24.8 24.8 24.0
9-3 57.5 - 37.8 37.8 - 32.6 32.8 31.0 - - - - - - 29.2 - - 28.5 27.0 25.8 23.8 24.0 - 23.2 22.8
9-4 160.0 - 37.6 26.2 - 24.6 24.7 24.0 - - - - - - 24.2 - - 24.8 25.6 25.9 23.1 24.0 - 23.8 23.0
9-5 88.9 19.0 37.8 29.2 - 27.5 28.8 28.0 - - - - - - 26.2 - - 25.8 24.9 24.5 23.2 23.8 23.9 23.9 23.5
9-6 57.5 20.8 39.2 35.8 - 34.8 35.0 34.2 - 32.0 31.5 - - - 31.5 - - 30.8 29.1 28.8 26.2 27.9 27.7 27.3 26.5
9-7 51.7 21.0 39.0 38.3 - 35.0 35.8 34.4 - 32.1 32.0 - - - 31.2 - - 30.5 29.0 28.5 27.5 27.8 27.0 26.8 26.2
9-8 46.9 20.8 38.1 37.2 - 34.5 34.9 33.5 - 33.0 32.7 - - - 31.1 - - 29.0 28.8 28.8 25.5 26.9 26.3 25.8 26.0
9-9 45.9 21.0 37.9 34.0 - 32.5, 33.1 32.1 - 31.9 31.5 - - - 30.3 - - 29.8 29.0 29.0 26.2 27.5 27.1 26.8 26.5
9-10 56.3 - 38.0 35.3 - 32.3 33.0 32.0 - 31.0 30.8 - - - 29.2 - - 28.5 28.0 27.6 25.7 26.0 25.8 25.0 25.5
9-11 51.7 21.5 38.4 37.0 - 34.0 34.7 33.0 - 32.0 32.0 - - - 29.6 - - 29.0 28.2 28.2 25.8 26.5 26.0 25.2 25.0
9-12 51.7 21.0 38.9 38.8 - 36.0 35.9 35.0 - 34.9 33.3 - - - 32.3 - - 31.0 29.0 28.9 26.8 28.0 27.5 27.0 25.5
9-13 48.3 20.5 38.0 36.9 - 34.8 34.8 34.0 - - - - - - - - - 34.5 28.0 27.0 25.2 25.75 25.2 25.2 24.75
9-14 90.6 19.6 37.0 . 27.2 - 27.5 27.5 27.3 - 27.0 27.2 - - - - - - 26.2 26.0 26.0 23.9 25.0 24.5 24.5 23.2
9-15 75.4 17.8 35.0 29.0 - 28.75 28.75 28.0 - 26.5 26.3 - - - - - - 24.3 22.9 22.4 21 .5 21 .5 21.2 21.0 20.5
9-16 57.5 15.8 34.5 30.75 - 29.5 29.1 27.75 - 24.9 26.5 - - - - - - 24.8 23.5 23.1 21.2 21 .9 21.2 20.75 21.0
9-17 54.0 17.0 35.0 33.1 - 30.2 30.5 29.6 - 24.0 23.8 - - - - - - 26.2 25.0 24.8 22.2 22.8 22.3 21.8 21.7
9-18 51.7 18.3 36.0 34.9 - 32.6 32.2 31 .0 - 30.0 30.0 - - - 28.8 - - 28.0 26.2 26.2 23.7 25.0 24.5 23.5 23.7
9-19 48.3 18.0 36.0' 34.5 - 31.5 32.0 30.9 - 29.25 29.25 - - - 28.0 - - 27.2 26.1 25.9 23.0 24.0 23.5 22.75 23.0
9-20 48.3 18.75 36.1 35.1 - 32.1 33.0 32.0 - 31.0 30.5 - - - 29.0 - - 28.0 26.75 26.0 23.3 24.0 23.9 23.0 23.0
9-21 52.9 16.8 32.1 30.2 - 28.5 28.5 27.5 - 27.0 26.9 - - - 26.0 - - 25.9 24.2 22.9 19.9 20.5 20.2 20.0 18.5
9-22 67.6 14.75 34.5 28.0 - 27.25 27.5 27.25 - 25.5 25.0 - - - 24.5 - - 23.0 21.75 21.5 19.5 20.5 20.5 20.25 19.5
9-2� 52.85 12.9 33.5 31 .5 - 29.0 29.5 28.0 - 27.1 26.25 - - - 24.5 - - 23.5 22.0 22.0 19.5 19.5 19.25 18.5 17.8
9-24 50.5 12.0 33.0 31 .5 - 29.0 29.0 28.0 _ - 26.25 25.75 - - - 23.5 - - 21.9 20.9 20.1 18.1 18.5 18.0 17.25 16.75
9-25 49.4 12.5 33.1 30.9 - 28.5 28.9 27.75 - 26.5 26.0 - - - 24.9 - - 23.0 21 .2 20.9 18.1 18.9 17.9 17.25 17.1
9-26 50.5 18.9 34.1 31.0 - 29.0 29.25 28.5 - 27.8 27.1 - - - 25.1 - - 24.5 23.0 22.25 19.9 20.25 19.75 19.0 18.75
9-27 47.1 13.75 31.0 28.0 - 26.5 26.75 25.9 - 24.9 24.9 - - - 23.1 - - 22.5 22.0 21 .1 18.5 19.0 18.25 18.0 17.6
9-28 47.1 14.1 30.25 28.75 - 27.75 27.75 27.0 - 26.1 25.25 - - - 24.0 - - 23.5 21.9 21.9 19.5 19.9 19.5 18.75 19.5
9-29 45.9 15.0 32.75 31.9 - 29.9 29.9 28.9 27.5 27.0 - - - 25.1 - - 24.1 22.5 22.0 20.0 20.2 19.75 19.0 19.0
9-30 49.4 14.9 33.1' 31 .1 - 29.1 29.1 28.25 - 27.0 26.5 - - - 24.9 - - 23,75 22.75 21.75 19.5 19.9 19.25 18.75 18.75
r

KTR No. 1319
TABLE II (Continued)
CANTON
1983 FLOW -0.05 0.0 0.4 0.65 0.9 1 .0 1.2 1.5 2.05 2.2 2.4_. 2.7 3.0 3.3 3.7 4.0 4.3 5.6 7.8 8.6 9.8 11.1 11.6 15.1
MGD
10-1 47.1 14.8 33.2 31.9 - 29.5 29.5 29.0 - 27.9 27.0 - - - 25.7 - - 24.9 23.2 22.5 19.3 20.1 19.7 19.1 18.7
10-2 48.3 14.6 33.8 31 .9 - 29.4 29.3 28.2 - 27.3 27.0 - - - 25.1 - - 24.7 23.0 22.1 19.0 20.4 19.6 18.8 19.0
10-3 49.4 14.1 34.75 33.75 - 31.75 31.75 30.25 - 29.5 28.9 - - - 26.5 - - 25.5 23.5 22.9 19.5 21.0 20.25 19.3 19.9
10-4 45.9 14.75 34.5 33.1 - 31.25 31.0 29.9 - 29.25 28.5 - - - 26.5 - - 25.4 23.9 23.5 20.5 21.5 20.5 19.9 19.8
10-5 50.5 16.3 36.5 33.0 - 31.0 31.0 30.1 - 29.25 29.5 - - - - - - 26.9 25.75 24.5 21.0 22.1 21.5 21.1 20.1
10-6 50.5 16.1 36.1 33.0 - 30.9 30.9 29.9 - 29.0 28.75 - - - 26.75 - - 25.75 24.75 24.7 21.0 22.0 21.75 21 .25 21.0
10-7 47.1 14.9 35.0 34.0 - 31.75 31.75 30.0 - 28.75 28.25 - - - 26.0 - - 24.8 23.0 22.0 19.5 20.0 19.4 19.0 18.9
10-8 45.4 14.2 34.8 33.0 - 30.75 30.9 29.9 - 28.4 28.0 - - - 25.9 - - 24.9 23.1 22.0 19.1 19.8 19.0 18.2 18.5
10-9 47.1 14.0 34.25 32.5 - 30.5 30.5 29.5 - 28.1 27.9 - - - 25.5 - - 24.1 23.0 21.9 18.9 19.75 18.75 18.2 18.0
10-10 45.9 15.0 34.2 33.25 - 31.25 31.25 30.1 - 29.0 28.75 - - - - - - 25.1 24.0 22.5 19.75 20.0 19.2 19.0 18.2
10-11 45.9 14.9 34.0 32.0 - 30.1 30.1 29.0 - 27.8 27.8 - - - 26.0 - - 24.9 23.8 22.0 19.1 19.75 19.0 18.75 17.9
10-12 64.7 14.9 35.0 25.1 - 25.5 25.1 25.1 - 26.0 26.9 - - - 26.1 - - 25.5 24.5 23.1 19.9 20.5 20.1 19.75 18.9
10-13 102.4 16.8 35.75 24.0 - 23.9 24.0 21.1 - 23.5 24.0 - - - 23.5 - - 22.5 22.0 21.0 18.0 18.75 18.5 18.25 18.0
10-14 187.9 11.75 33.25 17.1 - 16.5 16.5 16.25 - 16.5 16.1 - - - 16.25 - - 16.25 15.9 15.9 16.0 16.0 16.1 16.0 16.0
10-15 105.8 11.0 32.0 20.0 - 18.8 18.8 18.4 - 18.8 18.5 - - - 18.0 - - 17.8 17.0 16.8 16.0 16.2 16.0 15.5 15.7
10-16 83.8 11 .0 32.0 21.4 - 20.1 20.2 19.9 - 19.9 19.7 - - - 19.0 - - 18.7 17.5 17.1 16.1 16.4 16.2 15.9 16.1
10-17 73.7 11.75 32.5 21.5 - 21.75 21.75 21.5 - 21 .0 21.0 - - - 20.25 - - 20.0 19.0 18.25 16.5 17.1 17.1 16.9 16.75
10-i8 69.1 12.5 32.3 21.3 - 21.5 21.5 21.3 - 21.8 21 .5 - - - 21 .0 - - 21 .0 20.1 19.9 17.9 18.3 18.0 17.8 17.6
10-19 64.7 13.3 31.5 22.3 - 22.3 22.3 21.5 - 22.1 22.0 - - - 21.5 - - 21.3 20.5 20.3 18.3 19.1 19.0 18.8 19.0
10-20 61.8 14.8 31.5 23.5 - 23.5 23.5 23.0 - 23.0 23.0 - - - 22.0 - - 21.8 21.0 20.5 18.8 19.5 19.0 18.9 18.8

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40
18 7-8-83 RAFTING TRIP 87 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14
3 30
n 12 m
n 3
v 10 25 -0
0 8
6 20 C7
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
u
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15
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MILES FROM OUTFALL 7-08-83

40
18 7- 19-83 RAFTING TRIP 69 . 7 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
n +�
14 30
n 12 m
3
v 10 25 -0
0 8
6 20 �
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
U
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.6 9.6 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 7- 19-83

40
18 7-21 -83 WALKING TRIP 66 . 3 MGD
TEMPERATURE 35
16 DISSOLVED OXYGEN
14 30
12 fTl
3
v 10 25 -U
0 8
6 20
0 - - - - - - - - - - - - - - - - - - - -
u
4
15
2
111 10
.4 .9 2. 1 3.3 5.6 7.8 9.8 IS. I
FI US 3.3 CL LJ CR _ RI
MILES FROM OUTEALL 7-21 -83

40
18 7-25-83 RAFTING TRIP 58 . 9 MGD
+ TEMPERATURE 35
16 DISSOLVED OXYGEN
14 30
12 m
3
v 10 25 -0
0 8
. 6 20 �
0 - - -
- - - - - - - - - - - - u
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI 9S 3.3 CL LJ CR RI
MILES FROM OUTFALL 7-25-83

40
18 7-26-83 RAFTING TRIP 63 . 3 MGD
-r TEMPERATURE 35
16 DISSOLVED OXYGEN
� 1 4 30 �
n 12 �
u 10 25 -0
o $
6 20 �
0 - - - - - - - - - - - - - - - - - - - - - - - U
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.9 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL ' 7-26-RS

40
18 7-28-83 RAFTING TRIP 48 . 3 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
0- 12 m
3
u 10 2.5 -0
0 8
.. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - -
u
4
15
2 -
111
10
.4 .9 2. 1 3.3 S.B 7.9 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 7-28-83

40
18 8-3-83 RAFTING TRIP 56 . 5 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 3 0 -I
0.... 12 3
v 10 25 -0
O 20
6 - - - - - - - - - - - - - - - - - - - -
v
4 15
2
10
,4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-3-83

40
18 8-9-83 RAFTING TRIP 49 . 3 MGD
+ TEMPERATURE 35
16 i . j * DISSOLVED OXYGEN
I I
1 4 i
57 I 30
� 12
`J (� I 02 Injection at I 3
1 KJ I Site 2 only. I 2.5
V
I
Q I No data collected.
0 CJ I I 2 0 n
6
0 I I
- - - - - - -
�- - - - - - - - - - - - - U
4 I
15
2
1e
.4 .9 2. 1 3.3 5.6 7.6 9.8 15. 1
FI US 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-09-83

40
18 8- 10-83 WALKING TRIP 53 . 6 M . G . D .
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
n 14
57 30 .
12 fTl
v 10 25
0 8
6 20
0 - - - - - - - - - - - - - - - - - - -
v
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.9 9.6 lb. l
m BS 3.3 CL LJ m RI
MILES FROM OUT- FALL 8- 10-83

40
18 RAFTING TRIP 8- 11 -83 45 . 9 M . G . D .
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14
37 30
3
u 10 25
8
O
20 6 n
- - - - - - - �- - - - - -- - - - v
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8- 11 -83

40
18 8- 13-83 RAFTING TRIP 60 . 0 M . G . D .
-� TEMPERATURE 35
16 DISSOLVED OXYGEN
7 14 30
12 m
3
v 10 25 -0
0 $ n
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - v
4
15
2
10
.4 .9 2.1 3.3 5.6 7.8 9.6 16. 1
a BS 3.3 m W CR RI
MILES FROM OUTFALL 8- 13-83

&t0
18 8- 14-83 RAFTING TRIP 59 . 3 M . G . D .
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
57 14 30
� 12 3
v 1 ® 25 -0
0 $ 0 n
2 �
6 _ _ - _ _ - - - - - - - - - - - - - - - - -
4 -
2 -
1110
15
2
10
.4 .9 2.1 3.3 b.6 7.8 9.8 16. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8- 14-83

40
18 8- 15-83 RAFTING TRIP 44 M . G . D .
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14
37 30
� 12 f�l
3
u 10 2.5 -0
0 8
6 20
0 - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 5.8 7.8 8.8 lb. l
FIBS 3.3 CL Ld CR RI
MILES FROM OUTFALL 8- 15-83

40
18 8- 16-83 WALKING TRIP 54 . 1 M . G . D .
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
12 m
3
v 10 25 -U
O. 8
6 20 n
o - - - - - - - - - - - - - - - - - - - -
4
15
2
10
.4 .9 2,1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8- 16_83

40
18 8- 17-83 WALKING TRIP 48 , 3 M . G . D ,
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
4 30
0_ 12 3
u 10 25
O 8 �
. 6 20 n
o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ -
4 15
2
111 10
.4 .9 2. 1 3.3 5.6 7,6 M f5, 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8- 17-83

40
18 8- 18-83 WALKING TRIP 47 . 8 M . G . D .
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 30
12 FTI
v 10 25 T
O 8
6 20
o - - - - - - - - - - - - - - - - - - - - - - - - -
4 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 16. 1
FI BS 3.3 CL LJ CR RI
MILES _ FROM OUTFALL 8- 18-S3

40
18 8- 19--83 WALKING TRIP 44 . 8 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
� 12 f�l
3
u 10 25
O 8
. 6 20 n
o - - - - - - - - - - - - - - - - - - - - - - _ _ -
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8- 19-83

40
18 8-21 -83 WALKING TRIP 48 , 3 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 3 0 ---�
� 12 �
3
10 25 -C7
O 8 n
6 20
C� _ - - - - - - - - - - _ - - - - - - - _
4 15
2
10
.4 .9 2. 1 3.3 5.8 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-21 -83 .

40
18 8-22-83 WALKING TRIP 54 . 1 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 3 0 -�
� 12 �
3
v 10 2 5 -0
O 8 �
6 2 0 �--�
4
15
2
10
.4 .9 2. 1 3.3 S.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-22-83

40
18 8-23-83 RAFTING TRIP 46 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 3 0 -{
0-- 12 3
u 10 25
O 8 �
20
6 n
0 - - - - - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 5.5 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-23-83

40
18 8-24-83 WALKING TRIP 51 . 0 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
3 14 30
12 fTl
n
3
v 10 25
O 8 �
20 6 n
- - - -
- - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 5.6 7. 8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTEALL 8-24-83

40
18 8-25-83 WALKING TRIP 78 . 8 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14
30
�. 12 f Tl
3
v10 25 -0
O 8 �
6 20 n
o - - - - - - - - - - - - - - - - - - - - - - - -
4 -
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL- 8-25-83

40
18 8-26-83 WALKING TRIP 64 . 7 MGD
+ TEMPERATURE 35
16 * DISSOLVED .OXYGEN
14 30 -�
�- 12 3
u 10 25
. � 20 n
o - - - - - - - - - - - - - - - - - - - - - - - - - -
4 - 15
2
10
.4 .9 2. 1 3.3 S.S. 7.8 9.8 16. 1
FI BS 3.3 CL Ld CR RI
MILES FROM OUTFALL 8-26-83

40
18 8-27-83 WALKING TRIP 55 . 0 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30 --I
n92 3
v 10 125 -U
8
20
4 15
2
10
.4 ,9 2. 1 3.3 5.6 7.8 9.8 15.1
FI BS 3.3 CL Li CR RI
MILES FROM OUTFALL 8-27-83

40
18 8-28-83 WALKING TRIP 52 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
12 m
3
v 10 25 �D
. 6 20 n
a - - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-28-83

40
18 8-29-83 WALKING TRIP 49 . 3 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
n 14
30
� 12 I�1 v 10 25
. 0 8 n
6 20 �--�
- - - - - - - - - - - - - - - - - - - - - - -
v
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-29-83

40
18 8-30-83 WALKING TRIP 45 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 _ 30
.12 m
3
u 10 25 -U
O 8
20 6 n
0 - - - - - - - --___� - - - - - - - - - v
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.6 9.6 15. 1
FI BS 3.3 c Cp1 ICL n nLJ CR RI
M T I C 1 I M I II ITIC Q I I cs nn nn

40
18 8-31 -83 WALKING TRIP 43 . 9 MGD
+ TEMPERATURE 35
16 7 * DISSOLVED OXYGEN
14 30
n 12 3
v 10 25
O 8 0 �
6 2 n
- - - - - - - - - - - - - - - - -
U
4
15
2
10
.4 .9 2. 1 3.3 6.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-31 -83

40
18 8-31 -83 RAFTING TRIP 43 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
7 14 30 --�
� 12 f Tl
3
10 25 T
O 8 n
6 20 n
- - - - - - - - - - - - - - - - - - - - v
4
15
2 -
111
10
.4 .9 2. 1 3.3 5.6 7.6 9.6 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-31 -83

40
18 9- 1 -83 WALKING TRIP 55 . 0 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
7 14 30
n 12
v 10 25
O $ �
. 6 -
20 O
0 - - - - - - - - - - - - - - - - - - - - - - - - -
4
i5
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 1 -83

40
18 9-2-83 WALKING TRIP 50 . 7 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
� 12 fTl
3
v 10 25 -U
0 8
6 2 0 C7
- - - - - - - - - - - - - - - - - - - - -
U
4 15
2
10
4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-02-83

40
18 9-3-83 WALKING TRIP 57 . 5 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
7 9 4 3 0 --�
� 12 fTl
3
u 10 25 -U
O 8
. 6 2e n
o - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 - 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI SS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-03-83

40
18 9-4-83 WALKING TRIP 160 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
�- 12 FTI
v 10 25 T
O 8 n
. 6 20 n
o - - - - - - - - - - - - - - -- - - - - - - - - - - - -
4 15
2
10
.4 .9 2. 1 3.3 S.B 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR 12�`�` RI
MILES FROM OUTFALL 9-04-83

40
18 9-5-83 WALKING TRIP 88 . 9 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 30
� 12 f�1
3
v 10 25 T
6 20 n
o - - - - - - - - - - - - - - - - - - - - - - - - - - -
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-05-83

40
18 9-6-83 WALKING TRIP 57 . 5 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 30
�
12 �
3
v 10 25 T
O 8 �
6 20 n
o - - - - - - - - - - - - - - - - - - - - - - - - - - -
4 -
15
2 --
11
10
.4 .9 2. 1 3.3 S.6 7.8 9.8 1S. 1
FI BS 3.3 CL Li CR RI
MILES FROM OUTFALL 9-06-83

40
18 9"7-83 WALKING TRIP 51 . 7 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
12 fTl
3
v 10 25 T
O 8
6 20
0 - - - - - - = - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL Li CR RI
MILES FROM OUTFALL 9-07-83

40
18 9-8-83 WALKING TRIP 46 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
n 14
30 ---
12 Fri
3
v 10 25 U
. 6 20 n
o - - - - - - - - - - - - - - - -
4 -
15
2 -
111
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
n BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-08-83

40
18 9-9-83 WALKING TRIP 45 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
5 14 30
� 12 FT]
3
v 10 25 T
0 8
. 6 20 �
- - - - - - - - - - - - - - - - - - - - - - - - -
U
4
15
2
111 10
.4 .9 2. 1 3.3 5.6 7.8 9.6 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-09-83

40
18 9- 10-83 WALKING TRIP 56 . 3 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
57 14 30
� 12 I�
u 1 25
020
8 r�
0 - - - - - - - - - - - - - - - - - - - - - - - - - -
U
4 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 2.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 10-83

40
18 9- 11 -83 WALKING TRIP 51 . 7 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 30
� 12 fTl
3
v 1 25
020
8
- - - - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL , 9- 11 -83

40
18 9- 12-83 WALKING TRIP 51 . 7 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
� 12 �
3
v 1 25 T
O 8
6 2077
n
o - - - - - - - - - - - - - - - - - - - - - - - - - -
4 -
15
2
90
.4 .9 2. 1 3.3 5.6 7.6 3.6 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 12-83

40
18 9- 13-83 WALKING TRIP 48 . 3 MGD
+ TEMPERATURE- 3 5
16 * DISSOLVED OXYGEN
14 30
� 12 3
v 10 25 T
O 8 n
. 6 20 n
- - - - - - - - - - - - - - - - - - - - - -
u
4 - 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 13-83

40
18 9- 14-83 WALKING TRIP 90 . 6 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
5 14 30
� 12 f�l
3
v 1 0 25 -U
O 8
6 20 �.
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
1e
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
. FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 14-83

40
18 9- 15-83 WALKING TRIP 75 . 4 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 3 0 --I
n 12 f�l
3
u 10 25 -0
. 8
20 n
0 6 - - - - - - - - - - - - - - - - - - - - - - - - - - -
u
4 15
2
1 e-
.4 .9 2. 1 3.3 5.6 7.6 9.6 15. 1
FI SS 3.3 CL LJ CR RI
MILES FROM OUTEALL 9- 16-83

40
18 9- 15-83 RAFTING TRIP 75 . 4 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
� 14 30
� 12 fTl
3
v 10 25 -0
0 8
6f 2 0 n .
0 - - - - - - - - - - - - - - - - - - - - - - - - - - - U
4 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 15-83

40
18 9- 16-83 WALKING TRIP 57 . 5 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
� 14
30
�. 12 fTl
3
u 10 25 T
0 8
. 6 20 �
- - - - - - - - - - - - - - - - - - - - - - - - - -
v
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 16-83

40
18 9- 17-83 WALKING TRIP 54 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
37
14 30
� 12 f Tl
3
u 10 25 T
0 8 n
6 20
- - - - - - - - - - - - - - - - - - - - - - - - - - u
4 15
2
10
.4 .9 2. 1 3.3 S.6 7.8 9.6 Is. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 17-83

40
18 9- 18-83 WALKING TRIP 51 . 7 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
5 14 30
n 12 (�
3
v 1 25 -0
O 8 �
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - - - - - - -
u
4-
is
2
10
.4 .9 2. 1 3.3 5.8 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL ' 9- , 8-83

40
18 9- 19-83 WALKING TRIP 48 . 3 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 30
� 12 fTl
3
u 10 25 T
6 20 �
- - - - - - - - - - - - - - - - - - - - - - - - -
v
4 15
2
1e
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9- 19-83

18 9-20-83 WALKING TRIP 48 . 3 MGD 40
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 30
0 - 12 I m
10 25
O 8 � 2e �
6ilE
E v
0 - - - - - - - - - - - - - - - - - - - - - - - - -
4 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-20-83

40
1g 9-21 -83 WALKING TRIP 52 . 9 MGD
+ TEMPERATURE 35
16 * 'DISSOLVED OXYGEN
3 14 30
v 10 . 25
� $ n
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - - U
4-
is
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI 65 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-21 -83

40
18 9-22-83 WALKING TRIP 67 . 6 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
� 12 (mil
3
v 10 2S T
0 8 n
. 6 20 �
- - - - - - - - - - - - - - - - - - - - - - - - - - -
u 4-is
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI SS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-22-83

I40
i8 9-23-83 WALKING TRIP 52 . 9 MGD i
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
3 14 30
� 12 , �l
v 10 _ 25 T
. 6 � 20 �
o - - - - - - - - - - - - - - - - - - - - - - - - - - -
+ v
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.6 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-23-83

40
18 9-24-83 WALKING TRIP 50 . 5 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 3 0 -�
12 m
3
v 10 25 -D
O $ n
. 6 20 O
- - - - - - - - - - - - - - - - - - - - - - u
4
15
2
10
.4 .9 2. 1 3.3 5.8 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-24-83

40
18 9-25-83 WALKING TRIP 49 . 4 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
57 14 30
� 12 � I�1
v 10 25 T
O 8 �
6
20 .O
0 - - - - - - - - - - - - - - - - -
- - - v
4 15
2
10
,4 .9 2. 1 3.3 5.6 7.8 9.8 15.1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-25-83

40
18 9-26-83 WALKING TRIP 50 . 5 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
� 14 30
0 - 12 (�1
n
v 10 25 T
lo. 6 20 n
0 - - - - - - - - - - - - - - - - - - - - - - - - - - v
4 15
2
10
.4 .9 2. 1 3.3 6.6 7.8 9.8 15. 1
FI US 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-26-83

40
18 9-27--83 WALKING TRIP 47 . 1 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
12 (mil
3
v 10 25 T
O $
6 20
- - - - - - - - - - - - - - - - - - - - - - - - - - -
v
4 15
2 -
111
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-27-83

40
18 9-28-83 WALKING TRIP 47 . 1 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
12 f Tl
3
10 25 T
O 8
6 20
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
v
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-28-83

40
18 9-29-83 WALKING TRIP 45 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
7 14 30
� 12 fTl
3
v10 25 -Q
6 - 20 n
0I - - - - - - - - - - - - v
4
i5
2
10
.4 .9 2. 1 3.3 5.8 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-29-83

40
18 9-30-83 WALKING TRIP 49 . 4 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
7 14 3 0 -�
� 12 fTl
3
v10 r 25- �
0 8 n
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - - -
v
4
15
2
10
.4 .9 2. 1 3.3 S.6 7.6 9.6 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-30-83

40
18 10- 1 -83 WALKING TRIP 47 . 1 MGD
+ TEMPERATURE 3 5
16 J * DISSOLVED OXYGEN
1 4
57 30
�- 12 �
10 25 -0
0 2
8 0 n
0 - - - - - - - - - - - - - - - - - - - - - - - -
v
4 15
2
10
.4 .9 2.1 3.3 5.S 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10-01 -83

40
18 10-2-83 WALKING TRIP 48 . 2 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 - 30
12 (mil
3
U 1 2.5 -D
O 8
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - - - -
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10-02-83

40
18 10-3-83 WALKING TRIP 49 . 4 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
� 12 (�
3
10 25 -D
O 8
6 20
0 - - - - - - - - - - - - - - - - - - - - - - - - - U
4
15
2
10
.4 .9 2. 1 3.3 S.6 7.8 9.8 16. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10-03-83

40
18 10-4-83 WALKING TRIP 45 . 9 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 30
12 Fl
3
10 25 T
8
O 20
0 6 - - - - - - - - - - - - - - - - - - - -
v
4 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL - 10-04-83

40
18 10-S-83 WALKING TRIP SO . S MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
� 12 Fri
3
v 10 25
8 '
0 20
a 6 - - - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 S.6 7.8 9.8 15. 1
FI 8S 3.3 CL LJ CR RI
MILES FROM OUTEALL 10-05-83

40
18 10-6-83 WALKING TRIP 50 . 5 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
n 14
57 30
� 12 I�1
3
v 1 25 -0
O 8
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - - -
U
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.6 15. t
FT BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10-06-83

40
18 10-7-83 WALKING TRIP 47 . 1 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
n 14
30
- 12 FTI
a- 3
v 10 25
O 8 �
6 20 C�
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
v
4 15
2
10
.4 .9 2. 1 3.3 6.6 7.6 9.6 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTEALL 10-07-83

40
18 10-8-83 WALKING TRIP 45 . 4 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
n 14
30
12 f�l
� 3
v 10 25
6 20
0 - - - - - - - - - - - - - - - - - - - - - - - - - - - U
4 15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10-08-83

40
18 10-9-83 WALKING TRIP 47 . 1 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
7- 14 3 0 -I
n 12 FT1
n 3
v 10 25 U
. 8
20
6 - - - - - - - - - - - - - - - - - - - - - - - - - - -
U
4 15
2
10
.4 .9 2. 1 3.3 S.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL. 10-09-83

40
18 10- 10-83 WALKING TRIP 45 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 - 30
12 f�l
3
v 10 25 T
� 8 n
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .8 2. 1 3.3 6.6 7,6 8.6 16. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10- 10-83

40
18 10- 11 -63 WALKING TRIP 45 . 9 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14
30 --�
n 12 3
v 10 25 -0
. 8
0 20
0 6 -
- - - - - - - - - - - - - - - - - - - - - - - - - - - u
t -
4 15
2
10
.4 .9 2. 1 3.3 S.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10- 11 -83

40
18 10- 12-83 WALKING TRIP 64 . 7 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14 30
12 m
3
v 10 25
Q 8
. 6 20 n
0 - - - - - - - - - - - - - - - - - - - - - - - -
- U
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.6 19. 1
FI BS 3.3 CL LJ CR RI
MILES FROM - OUTFALL

40
18 10- 13-83 WALKING TRIP 102 . 4 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14
30
� 12 �I
3
v 1 25 T
0 8
6 20 n
0 - - - - - - - - - - - - - - - - - - - - - v
4 15
2
10
.4 .9 2. 1 -3.3 5.6 7.6 9.9 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10- 13-83

40
18 10- 14-83 WALKING TRIP 187 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
9 4 30
� 12 I�l
3
v 1 2.5 -D
O 8
6 20
0 - - - - - - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 S.8 7.8 9.8 16. 1
FI 6S 3.3 CL LJ CR RI
MILES FROM OUTF- ALL 10- 14-83

40
18 10- 15-83 WALKING TRIP 105 . 8 MGD
+ TEMPERATURE 3 5
16 * DISSOLVED OXYGEN
14
30
n 12
3
v 1 25
0 8
6 20
0 - - - - - - - - - - - - - - - - - - - - - - - - u
4
1S
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. T
FI BS 3.3 CL LJ CR RI
MILES FROM ' OUTEALL 10- 19-83

40
18 10- 16-83 WALKING TRIP 83 . 8 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
7- 14 30
� 12 f�l
3
u 10 25
. 6 20 n
0 - - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI 8S 3.3 CL LJ CR RI
MILES FROM OUTFALL 10- 16-83

40
18 10- 17-83 WALKING TRIP 73 . 7 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
57 1 4 30
� 12 �l
3
v 1 2 5 �D
� 8 n
6 20
- - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.6 9.6 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 1A -R'�

40
18 10- 18-83 WALKING TRIP 69 . 1 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
� 12 I�l
3
u 10 2S
0 - 20
8
- - - - - - - - - - - - - - - - - - - - - - - - - - -
U
4
1S
2
10
.4 .9 2. 1 3.3 6.6 7.6 9.6 15. 1
FI 5s 3.3 CL LJ CR RI
MILES FROM OUTFALL 10- 13-83

40
18 10- 19-83 WALKING TRIP 64 . 7 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
� 14 � 30
12 f�l
3
v 1 25 -0
O 8
6 h 20
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
v
4
15
2
10
.4 .9 2. 1 3.3 5.6 . 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 10- 19-83

40
18 10-20-83 WALKING TRIP 61 . 6 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
� 12 fTl
3
v 1 25 T
O �
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
U
. 4 15
2
10
A .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTEALL 10-20-83

RIVER SURVEY BY RAFT
July 8, 1983
River Flow = 87.9 MGD
P3RFT4
Purpose: To raft from Site 2 (2.1 miles) to 4.3 miles from the outfall to determine
how well-mixed the highly oxygenated sidestream is .
To determine how far the D.O. carries downstream.
Temperature
Location D.O. oC Comments
Fiberville 6.9 27
Above Site 2 - Left Side 5.8 26.2 02 added since about 4 PM 7-7-83
Middle 5.8 26.2 at about 5,800 lb/day.
Over Bubbles 11.2 26.3
Just After Bubbles 11.2
End of Pool - Left 12.0
- Middle 12.1
- Right 12.1 26.2
Quiet Shallow Right After 11.8
Site 2
D.O. Monitor Station 11.9
-.15 Miles below Site 2 - Left 11.8
- Center 11.8
- Right - 11.3
Start Rapids 11.8 26.2 Family of ducks paddling ahead .
Middle of Rapids 11.0
Thickety Creek (End of Rapids) 10.5 26.2
- Left 10.7
- Center 10.8
- Right 10.6
Just Below Thickety 10.4
Swift Section -.1 Mile 10. 1 26.2
After Thickety
Bowen Branch 10.2
Long Quiet Stretch -.15
Miles Long - Start 10.0
- Mid-Point 9.8 26.1
- End 9.85 26.0 Rock bar on left.
Sharp Drop - Rapids
After Rapids 9.35 25.7 Ducks still with us - staying a
little ahead.
Pool at 3.3 9.1- 25.5 '
End of Pool 9.2
Short Rapids 8.85 25.3
Quiet .3 Miles Long - Start 8.85 25.3
- Middle 8.85
- End 8.85 25.3

River Survey by Raft
July 8, 1983 (Cont'd)
Temperature
Location D.O. oC Comments
"Big Rock" on Left 8.7 25.2
Quiet - .4 Miles
Big Bend Before Island 8.5 25.8
Before Rapids at Island 8.36
Many Rapids
Terminate at R.M. 59 8.2 25.8
Clyde 7 .7 23.8 Measured by regular
river sampling crew

40
18 7-8-83 RAFTING TRIP 87 . 9 MGD
+ TEMPERATURE 3 5 '
16 * DISSOLVED OXYGEN
14
30
12 I�l
� 3
v l0 25
. 6 20 �
0 - - - - - - - - - - - - - - - - - - - - - - - - - - -
u
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 7-08-83

RIVER SURVEY BY RAFT
August 9, 1983
River Flow = 49 .3 MGD
P3RF10
Purpose: To examine the topography between 4.3 to 7 .8 miles.
Note: Site 2 was the only injection system operating - initial phase of trial.
Miles From River
Outfall Mile D.O. Temp. Comments
-.05 63.35 7.0 21.2 Sampled by standard mill sampler.
0.4 3.6 34 Sampled by standard mill sampler.
4.3 59.0 6.0 28.8 10:00 AM
4.4 5.65 28.5 Small branch on right.
4.9 5.3 28 Small branch on left at trailer park
before bend. Hole 7-8 ft. deep.
5.15 5 .3 28 After rapids just after bend.
5.2 5.0 28 First house on north side.
(5.3) - - 7-8 ft. hole before first Clyde bridge.
5.5 5.05 28 First Clyde bridge. Just downstream of
bridge is stream of effluent; foamy,
smelled like laundromat.
5.6 57.7 5.3 28 Sampled by standard mill sampler.
5.8 5.2 28 Stream from left.
6.0 5.0 27.7 Stream from right.
6.15 4.6 28 Clyde treatment plant.
6.3 4.95 28 Just after highway bridge.
6.5 4.8 28.5 -0.2 miles after highway bridge.
6.7 5.0 28.7 Start of S curve.
7.1 4.8 28.9 Blue barn near end of S curve.
7.6 5.1: 29 -- -0.2 miles above Hyder Mtn. Bridge.
Hole 8-9 ft. deep on north side.
7.8 55.5 5 .3 29 Hyder Mtn. Bridge (or Lake Junaluska) .
3:00 PM - termination. Most of river
is calm and quiet between 4.3 and 7.8
miles from outfall.
9.8 4.1 25 Sampled by standard mill sampler.
15.1 48.2 5.6 25 Sampled by standard mill sampler.

40
18 8--9-83 RAFTING TRIP 49 . 3 MGD
j + TEMPERATURE 3,5
16 � : * DISSOLVED OXYGEN
1 4 j
7- I 30
� 12 � � f�l
3
V 02 Injection at 1 25
I Site 2 only.
I
Q I No data collected.
O CJ I 2 0 n
6 (�
0 -, - - - - - - I- - - - - - - - - - - - k,/
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.6 15. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-09-83

RIVER SURVEY BY RAFT
August 23, 1983
River Flow = 46.9 MGD
P3RF15
Purpose: To characterize the portion of the river between 7.8 and 11.4 miles in
which the second D.O. sag occurs.
To observe the confluence of Richland Creek with the Pigeon, the Waynes-
ville outfall, and to search for any other outfalls.
Note: New Asheville record for 23rd - 980F. Site 2 had intermittent operation on
August 22nd due to pump maintenance. No data was available on August 23rd
for other portions of the river because of D.O. meter malfunction.
Miles From River
Outfall Mile D.O. Temp. Comments
7.8 55.5 4.55 29 Hyder Mtn. Bridge, 9:30 AM
4.75 29 - Barn-on--left after-mild--rapids.- Gobs
of foam.
4.6-4.95 29 Natural aeration shelf. General foam
is severe.
8.5 4.65 29 Richland Creek 6.7 D.O. , 240
5.35 27.5 Rapids
8.6 54.7 5.5 27.5 Waynesville WTP outfall
5.7 27 Waynesville Plume
8.7 5.1 27.5 Long quiet pool
5.0 27.8 Intersection of two roads
5.0-5.1 27.5 Long rapids
8.85 4.9 27.6 Opposite rock wall on left
9.3 4.1 27.6 Quiet pool about 0.2 miles from I-40
4.1 27.6 Just before rapids
9.5 4.2 27.6 Just after rapids
9.6 3.6 27.5 Long quiet before Crabtree Bridge
4.1 27.5 Long quiet before Crabtree Bridge
9.8 53.5 4.2 28 Crabtree Bridge, 11:30 AM
10.0 3.65 28.2 Pool
10.3 . 3.95 28.4 I-40 Bridge, riffles
Long quiet -' mile
3.65 28.6 Another pool, -5 feet deep
10:9 3.65 - 28-.6- -
11.1 52.2 3.65 28.6 "Low" Bridge
11.4 3.4 28 Trip terminated, 1:45 PM
There are many long quiet stretches from 8.6 to 11.6, i.e. , below the Waynes-
ville outfall.

40
18 8-23-83 RAFTING TRIP 46 . 9 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
1 4 3 0 -�
� 12 fTl
3
u 10 2 5 -0
O 8
. 6 2e n
o - - - - - - - - - - - - - - - - - - - - - - - - -
4
15
2
10
.4 .9 2. 1 3.3 5.6 7.8 9.8 16. 1
FI BS 3.3 CL LJ CR RI
MILES FROM OUTFALL 8-23-83

RIVER SURVEY BY RAFT
September 15, 1983
River Flow = 74.5 MGD
P3RF17
From Crabtree Bridge to Riverside Bridge
Purpose: To learn more about the second sag beyond Rt. 209 Bridge
and why D.O. invariably recovers by Riverside Bridge.
Miles From
Outfall D.O. Temp. Comments
9.8 6.15 21.5 9:45 AM Crabtree Bridge
10.3 6.45 21 I-40 Bridge
11.1 6.40 21.5 Low Bridge
6.3 21.3 Just below Low Bridge rapids
6.3 21.1 Rt. 209 (High) Bridge
11.8 332' falls on right, crashing rapids at left. Portage
11.8 6. 75 22 Below falls
12.0 7.0 22 Rapids
12.25 6.8 22
6.9 22 Left branch, rapids
12.75 6.8 22 Dawn Branch
6.8 22 Knoll along straight stretch
13. 6 6.6 22 Crabtree Creek. Road rejoins river-3 boys
13.8 6.8 22 fishing
14.1 6.8 21.5 Mine entrance
Much shallow aeration, rapid drop at times
14.3 7.35 21.6
14. 8 7.2 21.8
15.1 7.10 21.8 2:45 PM Riverside Bridge

40
18 9-1S-83 WALKING TRIP 75. 4 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
12 m
3
v 10 25 T
. 8
61
- - - - - - - - - - - - - - - - - - - - - - - - - - u
4
15
2
10
.4 .9 2.1 3.3 S.8 7.8 9.8 IS.1
FI 0S 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-15-83
40
18 9-15-63 RAFTING TRIP 75. 4 MGD
+ TEMPERATURE 35
16 * DISSOLVED OXYGEN
14 30
n 12 m
3
v 10 25 T
O 8
n
20 O
- - - - - - - - - - - - - - - - - - - - - - - - - - v
4
15
2
10
.4 .9 2.1 3.3 5.6 7.8 9.8 IS.I
FI SS 3.3 CL LJ CR RI
MILES FROM OUTFALL 9-15-83

DISTRIBUTION
Technology Center
Bill Bliesner
Paul Bryant
Ed Dyer (2)
Hank Fremont
Paul Harper
Ev Potts, Jr.
Chris Puryear.
John Reeve
Dale Ronning '
Willie Tims, Jr.
Canton
George Brown
Mike Cody
Jack Harrell
Ross Kilpatrick
Bob Marlewski
Bob Moran
Bob Phillips
Mary Lee Ransmeier (6)
Dave Smiley
Stamford
Ben Bilus
Ed Clem
Harold Judd
Dick Wigger