HomeMy WebLinkAboutNCS000572 Minor Modification Request_20200731,,& DUKE
r. ENERGY.
July 30, 2020
Annette Lucas
NCDEMLR Stormwater Program
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Duke Energy Carolinas, LLC
Dan River Combined Cycle Station
NPDES Stormwater Permit NCS000572
Permit Minor Modification Request
Dear Ms. Lucas:
Dan River Combined Cycle
Duke Energy Carolinas
864 South Edgewood Road
Eden, NC 27288
Duke Energy Carolinas, LLC (Duke Energy) hereby requests modification of the subject NPDES
permit to make the following changes:
With the completion of the final site grading and landfill closure, stormwater flow from
the north eastern corner of the combined cycle station will be returned to the Dan River via
stormwater outfall SW002. This drainage area is 33.3 acres and includes the northern 213
of the cooling tower, the two chiller buildings, the chiller PDC, and the 1000 gallon diesel
and 500 gallon kerosene storage tanks and their associated tanker unloading area. A
portion of SW009's drainage which includes an oil storage building will be captured in this
drainage area. The oil storage building is an enclosed building with built in containment.
The Stormwater will discharge through a 48-inch RCP culvert under Edgewood Road into
a riprap channel which discharges to the Dan River. Duke Energy requests the sampling
location for outfall SWO02 be identified as the discharge from the culvert on the river side
of Edgewood Road. It is Duke Energy's understanding the sampling requirements for this
outfall will be Table 5 - Analytical Monitoring Parameters SWO09 and that the PCB
monitoring requirement ha-� been met with the historical sampling of SWO09
The drainage area for SWO09 will decrease to 12.6 acres. This area does not have
associated industrial activity. Duke Energy requested removal of this outfall in the permit
renewal. It is Duke Energy's understanding that SWO09 will remain in the permit with the
minor modification and .sampled per Table 5 — Analytical Monitoring Parameters SWO09
until the current permit is renewed. The PCB monitoring requirement has been met with
the historical sampling of SW009.
The drainage area SW010 is approximately 72.4 acres. The berm that separates the
wetlands from the stormwater collection pond will be removed and flow will be allowed
to gravity flow to the Dan River. The stormwater will discharge through a 36- inch RCP
culvert under the landfill access road into a wetland prior to discharge to a riprap channel
which discharges to the Dan River. Duke Energy requests the sampling location for outfall
SWO10 be identified as the discharge from the culvert on the wetland side of the landfill
access road. It is Duke Energy's understanding the sampling requirements for this outfall
will be Table 6 - Analytical Monitoring Parameters SWO10. The PCB monitoring
requirement has been met with the historical sampling of SW010.
4. The modification for this stormwater permit will be issued during the middle of a semi-
annual sampling period. Current stormwater outfalls SW001, SW009, and SWO10 maybe
sampled prior to the issuance of this modification. If sampling occurs prior to the issuance
of the modification, the site requests that only resampling of outfalls SWO02 and SWO10
be required due to the changes in the drainage areas of these two outfalls.
�. A link to The Duke Energy Dan River Coal Combustion Residuals (CCR) Visual Removal
Verification Report was sent to your attention via email on 7/27/2020.
6. An updated drainage area map is attached that identifies the new drainage areas and outfall
locations post final grading — Figure 1 — Stormwater Drainage Map — Final Site Grading.
7. The closure of the landfill and final grading is projected to be complete October I". There
may be a transition period for each outfall requiring opening of outfalls in sequence. The
original stormwater permit outlined future outfalls that were constructed as the project
progressed. Duke Energy requests that the permit, if possible, be worded to allow opening
of outfalls as they are completed.
Should you have any questions or need additional information please feel free to contact Joyce
Dishmon at 336-623-0238.
Sincerely,
Terry Tuck
GM II - Regulated Stations
Dan River Combined Cycle
Power Generating Carolinas East
Attachments
Stormwater Drainage Map — Final Site Grading.
Cc: Dana Newcomb, EHS Manager
Billy Milam, EHS Site Professional
Joyce Dishmonlfilenet, EHS Permitting & Compliance
�r
'{ • •�'-
f 1 cX`40
ff I4r -
Iy l
■ 5 'l` ff I �~
� � � k �� � l } i ff � � l � I � ��, � � �- l 1 4ilAl►'. � 5 � �x� % r
DRAINAGE AREA BOUNDARY
DATA SOURCE: Bing Aerial Imagery
1 Feet 1,000
I
mot} � f/fJ I � Jj rJ .• %+ / r—� Y i. I 4 44
q�
�_pe
` .ads �-�? � r-- � � �� � _� • � �� ' �'ci
10
Ix
-
r
V `r
k5
IL
Nor
% M
� I _
f4II 141I�1.+��`IfJ I,Y�� �� -max
: .''
F
FW
*
----
Lv bing
0
0
r�'
sOolo..
5
y'
sw
FORIIER PR
ASH IAA!
ONIIBINED
CYCLI
DIHAFGE
FLJF=b
UUTFALL
U0
;ECONDARY
PONE
DIHAFGE
DAN
RIVER
COMBINEC
ORMWATER
DRAINAGE
MAP
- I
b
f 19,
ATIL
Rain