HomeMy WebLinkAboutNC0004308_CORRESPONDENCE_19870327NPDES ®OCVNENT SCANNINS COVER SNEET
NPDES Permit:
NC0004308
ALCOA -- Badin Works
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Correspondence
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
March 27, 1987
WIVLO dacta.XXXeat its printed Qn renae paper - iXs.ore any
context 4>n the reirerne miae
� �.`._IMINMA COMPANY OF AMEHICA i
,.
SADIN, N )HII-1 CAH4 OE INA f.:8009
1987 March 27
i
MAR
State of North Carolina
Department of Natural Resources & U mmnity Development
512 North Salisbury Street REC!. ^
Raleigh, North Carolina 27611 /T
Attention: Mr. R. Paul Wilms, Director APR
3
Division of Environmental Management tga7
TECHNICAL SERVICES BRAiVCFf
Gentlemen:
Reference: Renewal of NPDES Permit No. NC0004308
We would like to'address your proposed changes to existing parameters in
this letter. Comments on proposed new parameters will follow in another
letter.
Over the last several months, we have been assimilating and graphing our
NPDES sampling data back through 1981. tAhile it has taken a tremendous
amount of time to accomplish, we believe it to be critical to our, and
your, understanding of the data. In general, we feel that the data
collected and presented here verifies that we can substantially reduce our
monitoring and still protect our environment. In this time of increased
competition in our market, we must do only the monitoring that is
absolutely required and make it count!
We appreciate your patience with us on preparing this data. Attached
please find our cents on the existing proposed parameters.
Very truly yours,
CONRAD A. CARTER, JR., P.E.
MANAGER, ENVIRONMENTAL PROTECTION
CACJr:rbh
cc: J. L. Fox/T. W. Baugh (Letter & Comments only)
P. R. Atkins/M. E. Kommer (All)
CIA .
0
PAGE 1
COMMENTS/ON PROPOSED NPDES PERMIT NO. NCO0O43O8 - EXISTING PARAMETERS
Discharge (O02J- Storm Drain, Boiler Blowdown,__Non-Contact Cooling of
�_ v! / Air Compressors
--� -- --
1. Temperature
A.
B.
Measurement Fre�guengy
We have been monitoring our effluent monthly under our old
permit. You have proposer] that we monitor our effluent upstream
and downstream weekly. If you will refer to Attachment no. 1,
you will see that our discharge temperature closely follows the
ambient air temperature and is very consistent from
year-to-year. With a river flaw of 6000 MGD and a discharge flow
of 0.5 MGD, a 2.80C rise in the Yadkin River's ambient water
temperature would require a water discharge temperature of
33,600 C! This is impossible. We cannot see any merit to
increasing our measurement frequency. Accordingly, we propose to
monitor Discharge 002 for temperature on a monthly basis.
Sampling ]Location
We have been monitoring our effluent only under our old permit.
You have proposed that we monitor effluent, upstream and
downstream. Since this discharge enters Badin Lake in a 0.5 mile
long cove with no decernable flow ern, we caiuzot understand
an up/downstream measurement can be made. We propose to
collect a "Downstream" sample between the effluent and the main
river. The sample would be taken from the bank at a point 50
yards from the effluent.
2. Flow Discharge Limit
You have proposed that the permissible average flow limit be reduced
from 0.5 to 0.232 MGD. As you can see on Attachment #2, the flow is
typically less than 0.200 MGD but that we have exceeded 0.232 a total
of ten (10) times since 1981. Please note that it is primaries a
storm water discharge and, as such, we have no control over its flow
rate. Accordingly, we propose that all flow limitations be removed
from this discharge. I
f1iJ c✓ay
f�
PAGE 2
COMFITS ON PROPOSED NPDES PERMIT NO. IVCO004308 - EXISTING PARAMETERS
Discharge 003 La400n
1. Flow
A. Measurement Frequengy
i
We have been reporting weekly under our old permit. You have
proposed dai_1y reporting. If you will refer to Attachment #3
(copies of our flow charts for the last six (6) months of 1986),
you will note that the flow is very consistent except during
rainy periods. It appears to us that weekly reporting is ve
representative of the lagoons daily performance. Also ease
consider that daily reporting would result in an tional 58
entries (flow and time) on our MR-1 each We cannot see
any merit to increasing our reporting frequency. Accordingly, we
propose to continue to report Discharge 003 for flow on a weekly
`s „�S1
basis.
B. Discharge Limit
Our average daily flow limit is 0.181 MGD under our old permit.
You have proposed that it be -reduced to 0.076 MGD. Please note
that 0.076 MGD is the average of our monthly averages for 1984
June through 1985 May as reported in our application. As you can
see on Attachment #4, flow for that period was unusually low.
The average of our monthly averages for 1981-1985 is 0.109. We
have exceeded our present limit of 0.181 MGD five (5) times in
the last four (4) years. In almost every occasion, heavy
rainfall of one inch or more over the lagoon caused this flow
excursion.
With a total watershed of approximately 1.75 acres at our lagoon,
one (1) inch of rain in 24 hours will result in an average daily
flow of 0.048 MGD all by itself. This is 63% of the proposed
flow limit! We have no control of this flow.
Also, please note that the present and proposed parameters for
this discharge all have mass limitations - not concentration. We
propose that our daily average flow limit remain unchanged at
0.181 MGD.
E
PAGE 3
COMMENTS ON PROPOSED NPDES PERMIT NO. NCO004308 - EXISTING PARAMETERS
Discharqe 004 - Storm Drain and Non -Contact Cooling of.Air Compressors
1. Temperature
A. Measurement F'i^equeruy r
We have been monitoring this discharge monthly under our h 1
permit. You have proposed that we monitor this discharge a
If you will refer to Attachment #5, you will'see that
discharge temperature closely follows the ambient air t ture
and is very consistent from year-to-year. In our opinion, this
temperature is seasonal and predictable. We can see no merit in
increasing our measurement frequency of this discharge.
Accordingly, we propose to monitor Discharge 004 for temperature
on a monthly basis.
2. Flaw
A. Measurement Frequency
We have been monitoring this discharge week You have proposed
that we continue to monitor weekly. P1 a refer to Attachment
#6, and you will see that it is faily consistent and
predictable. It goes up during the wet season and down during
the dry season. Generally these trends extend over months, not
weeks. We can see no merit in continuing weekly monitoring.
Accordingly, we propose to monitor Discharge 004 for flow on a
monthly basis.
A. Measurement Frequency
ef
gpe;r=.
e been monitoring this discharge monthly under our old
You have proposed that we monitor this discharge
. If you will refer to Attachment #7, you will see that
typically ranges between 7.0 and 8.0 and is very
tent. This discharge is primarily non -contact cooling
water with no water treatment. Accordingly, we propose to
monitor Discharge 004 for pH on a monthly basis.
PAGE 4
CONTENTS ON PROPOSED NPDES PERMIT NO. NCO004308 - EXISTING PARAMMRS
Disci005 - Storm Drain
1. Flow
A. Measurement Frequency
We have been monitoring this discharge weekly under our old
permit. You have proposed that we continue to monitor it
weekly. If you will refer to Attachment #8, you will see that
the flow typically ranges between 0.025 and 0.175 MM and is very
consistent and predictable. We can see no merit in continuing
weekly monitoring. Accordingly, we propose to monitor Discharge
005 for flow on a monthly basis.
2. pH
A. Measurement Frequency
We have been monitoring this discharge months under our old
permit. You have proposed that we monitor weeklV. Please refer
to Attachment #9, and you will note that the pH typically ranges
from 7.0 to 8.0. Since this is a storm drain, we can see no
merit in weekly monitoring. Accordingly, we propose to continue
to monitor Discharge 005 for pH on a monthly basis.
COMMENTS ON PROPOSED NPDES PERMIT NO. NC0004308 - EXISTING PARAMETERS
Discharge 006, 007_�and 008 - Non Contact Cooling of Generator Housing
(Air -to -Water Heat E harrger) -
1. T erature
A. Measurement FY'eguen_�
We have been monitoring this discharge monthly under our old
permit. You have proposed that we monitor it weekly. If you
will refer to Attachment #10, 11, 12, you will note that the
discharge temperature closely follows the ambient air temperature
and is very consistent from year-to-year. In our opinion, this
temperature is seasonal and predictable. Please note that the
combined flow of all three (3) discharges (2.0 MGD) is an
insignificant 1/300 of the river flow (6000 MGD) and that the
temperature rise through these heat exchangers is only
approximately 30C. This would result in a 0.0010C rise in
the Yadkin River's ambient water temperature. Accordingly, we
propose that monitoring Discharges 006, 007, and 008 for
temperature be stopped altogether.
B. Sampling Locations
We have been monitoring this discharge at the effluent only under
our present permit. You have proposed that we monitor our
effluent as well as upstream and downstream. Please note that
access to the top and base of the dams is both time consuming and
dangerous. In all cases, access to the base will require three
separate boat launchings and boat trips of several miles. We
estimate that it would require one person an entire day just to
access the sites of our dams one time and would require us to
purchase a motor boat and a vehicle to tow it. Considering the
source of the discharge, the above information and our comments
in I.A. above, we can see no merit in this monitoring.
Accordingly, we propose that monitoring Discharge 006, 007 & 008
for temperature be stopped altogether.
2. pH
A. Measurement Frequency
We have been monitoring this discharge monthly under our old
permit. You have proposed that we monitor it weekly. If you
will refer to Attachment #13, 14 & 15, you will see that the pH
ranges between 6.3 and 7.1 and is very consistent and
predictable. We do nothing to these discharges to alter their pH
in any way since the water merely passes through a air -to -water
heat exchanger. We can see no merit in this monitoring.
Accordingly, we propose that monitoring Discharges 006, 007, and
008 for pH be stopped altogether.
FV T-j CM U-1
��f� "'u y��l►yk��7►T�il� ti�.y :ls �I�� :M. ' :lieu a�� ► f �.� • : 7►;i��'111�yi:��;`�1:�u��M��A�
Discharge 006, 007, and 008 - Non Contact Cooling of Generator Housing
Air -to -meter Heat H�changer) - Continued
3. Flow
A. Measurement Frequency
We have been monitoring this discharge monthly under our old
permit. You have proposed that we monitor it weekly. If you
will refer to Attachments #16, 17, and 18, you will see that this
flow does not change. The reason is quite simple - the system is
pressurized by the lake head. We have a valve in the supply line
that controls the flow rate through the air -to -water heat
exchanger. Our cooling requirements are constant so this valve
does not need periodic adjustments. The reported flow rate gives
us optimum cooling. We can see no merit in this monitoring.
Accordingly we propose that monitoring Discharges 006, 007 and
008 for flow be stopped altogether.
PAGE 7
COMMENTS ON PROPOSED NPDES PERMIT NO. NC0004308 - EXISTING PARAMETERS
Discha4e 009 - Storm Drain
1. Temperature
A. Measurement -Frequency and Sample Location
We have been monitoring our effluent monthly under our old
permit. You have proposed that we monitor our effluent as well
as upstream and downstream locations weekly. If you will refer
to Attachment #19, you will see that our discharge temperature
closely follows the ambient air temperature and is very
consistent from year-to-year. with a river flow of 6000 MGD and
a discharge flow of 0.5 MGD, a 2.8°C rise in the Yadkin River's
ambient water temperature would require a water discharge
temperature of 33,6000C! This is impossible. This water is
not used for any cooling in our plant, and we cannot see any
merit to this monitoring. Accordingly, we propose that
monitoring of Discharge 009 for temperature be stopped
altogether.
2. Flow
A. Measurement FreM;tn�
We have been monitoring this discharge weekly under our old
permit. You have proposed that we continue to monitor it
weekly. If you will refer to Attachment #20, you will see that
our flow has typically ranged between 0.05 and 0.15 MGD and is
very consistent and predictable. We can see no merit in
continuing weekly monitoring. Accordingly, we propose to monitor
Discharge 009 for flow on a monthly basis.
3. pH
A. Measurement Frequency
We have been monitoring this discharge monthly under our old
permit. You have proposed that we monitor this discharge
weekly. If you will refer to Attachment #21, you will see that
our pH has typically ranged from 7.0 to 8.0 for the last three
(3) years. We cannot see any merit to increasing our
monitoring. Accordingly, we propose to monitor Discharge 009 for
pH on a monthly basis.
ATTACHMENT NO. 1 - NPDES
PERMIT NO. NCO004308-COMMENTS
T
E
M
p
c
40
30
20
0
++ ♦ ♦ ♦ + ♦ + ♦ ♦ +
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+ + + + ♦ +
.... ................ +:...+................. ....................................................................... ........................
.................................................... +.................. ......._...._..........
I-JE N I-JAN I-5.J1 N
1991 1992 1983
BADiN
1-JAN
1994
0utta11
i-VAN I-JAN
1995 1986
uvct
I-JAN
1997
F
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0
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. 500
ATTACHMENT NO. 2 - NPDES
PERMIT NO. NCO004308-COMMENTS
PRE SENT LIM %T
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+ + +
+ + + -t+ ++
+++ +
T �` ++ + + + + + + + + �; + + + + +.
7:F4 7,�, 1, +
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I-JAN i-JAN I-JAN I-JAN
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1985
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ATTACHMENT NO. 4 - NPDES
PERMIT NO. NC0004308-COHLIMENTS
ALCOA -- BADIN WORKS
NPDES DISCHARGE #003-LAGOON-2/24
g- PR+<SENY LIn++r=o.l81
1� J
PROPOSED LIMIT%0.0T6 j
� l
i
JFM 1981 ONDJFM 1982 ONDJFM 1983 ONDJFM 1984 ONDJFM 1985 ONDJFM 1986 OND
MONTH/YEAR
50
40
T
E 30
z
c
t�
V
ATTACH€4ENT NO. 5 - NPQES
PERMIT NO. NC0004308-COMMENTS
--------- ........................... ......... ...................... ...................... ............ ....r... .........................
+
.................. .. • ..... _...... n. i......... ..... .............. J..........r
+� + + + ++ + + + + +
.. ................. ....................... ..............--- = -... ......................
it 5 T
I-JAN I--JAN I-JAN I-JAN i-JAN I -JAN i-VAN
i9si 1982 1983 1984 1985 1936 1987
B A D I N 0 u t f a 1 1 0V4
F
L
Q
w
500
m
9
d
ATTACHMENT NO. 6 - NPQES
PERMIT NO. NC0004308-COMMENTS
I
+
........... ..�,..t....... ................------ - .................----- - ....................._ _..........................,�,r........ t.........
+4- * + + + ++ +,+.++++- +-
+ ++ 4++ + + +-++ + + + + +++ +
� + + + + + ++ -H+ +++ + + 4F + + + ++
+ + ++ ++ :q4l + + + + +
+ + - # +�-+ + + + + +
v
i-JAN
1981
i-JAN I-JAN I-JAN i-JAN i-JAN i-JHN
1882 1983 1884 1885 1886 1987
BAD I N 0ut f a I 1 004
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PERMIT NO. NC0004303-COPItIENTS
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I-JAN 1-JAN
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PERMIT NO. NCO004308-COMMENTS
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