HomeMy WebLinkAbout20160742 Ver 1_Ammendment Request_20161115Homewood, Sue
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Attachments:
Importance:
Mr. Brown & Ms. Homewood,
Mularski, Eric <Eric.Mularski@hdrinc.com>
Tuesday, November 15, 2016 7:56 AM
david.w.brown@usace.army.mil; Homewood, Sue
Fox, Tim; Leslie, Andrea J; Bryan_Tompkins@fws.gov; Wise, Jon [Jon.Wise@duke-energy.com]
(Jon.Wise@duke-energy.com); John.Eddy@duke-energy.com; stevejohnson@duke-
energy.com; Fletcher, Scott T (Scott.Fletcher@duke-energy.com); Banta, Tim; Russell, Cate
Duke Energy - Cedar Cliff Auxiliary Spillway Upgrades Project - Amendment Request
Cedar Cliff SpillwayE&SCllxl7.pdf, 1951AccessRoadPhotographs.pdf
High
On behalf of Duke Energy, HDR is requesting an amendment to the previously submitted Section 404 (Action ID 2015-02543) and
approved Section 401 (DWR# 2016-0742) Individual Permit application to include additional fill impacts to Cedar Cliff Lake. An
access road connection is proposed to be constructed below the 2,330 ft msl full pond elevation during the reservoir drawdown to
connect to the existing 1951 Haul Road" located below full pond. The 1951 Haul Road was built to initiate construction of the
Cedar Cliff Development between 1950 and 1952 (see attached photographs). Due to the steep topography of the site, the
proposed 1951 Access Road Connection" will provide a safe corridor at a suitable grade for equipment to travel between the
Shook Cove Access Road and the 1951 Haul Road to facilitate auxiliary spillway modifications.
Attached to this email are erosion and sediment control plans that detail the location, limits of disturbance, and grading of the
proposed 1951 Access Road Connection including:
• Overall Site Layout and Key Map Plan (Sheet 03C-04)
• Plan View of the Proposed 1951 Access Road Connection (Sheet 03C-13)
• 1951 Access Road Connection Plan View and Profile 0+00 — 5+00 (Sheet 03C-29)
o Station 4+20 — intersection with full pond elevation 2,330 ft msl
• 1951 Access Road Connect Plan View and Profile 5+00 — 9+68 (Sheet 03C-30)
o Station 9+68 — intersection with 1951 Haul Road near elevation 2,302 ft msl
• Erosion and Sediment Control Details (Sheet 03C-51, Sheet 03C-52, and Sheet 03C-53)
The proposed 14 foot wide 1951 Access Road Connection below the full pond elevation will extend approximately 548 foot to the
1951 Haul Road, resulting in an additional 0.22 acre of open water permanent fill impacts. We ask that you review the attached
plans and include the additional impacts as part of our submitted Section 404/401 permit application. Lastly, we request that the
404 Individual Permit authorization to span 8 years to account for any delays in construction.
Please do not hesitate to contact me if you have questions regarding this permit amendment request.
Thank you,
5oiIi IllvifualllWirWll liii iyvvs
Environmental and Regulatory Team I ead
IH ID I
440 S. Church Street
Chadotte, NC 28202
rl 704 973 6878 IIS 704 806 1521
Eric.mularski(cD_hdrinc.com
hdriinc.corn/follllow-us
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