20150703 Ver 2_More Info Received_20200715

Strickland, Bev
From: Jon Swaim <[e-mail]>
Sent: Wednesday, July 15, 2020 4:15 PM
To: Homewood, Sue
Subject: [External] FW: SAW-2015-02060 Rhodes Pond
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Emily's response.
Jon Swaim
Project Manager
McGill Associates, P.A.
1013 State Farm Road, Boone, NC 28607
T 828.386.1920
C 828.434.0951
[e-mail]
mcgillassociates.com
We launched a refreshed brand. Please note email / web address changes above.
From: Jon Swaim
Sent: Monday, July 6, 2020 10:34 AM
To: Greer, Emily C CIV USARMY CESAW (USA)
Subject: RE: SAW-2015-02060 Rhodes Pond
Sounds good, thanks,
Jon Swaim
Project Manager
McGill Associates, P.A.
1013 State Farm Road, Boone, NC 28607
T 828.386.1920

C 828.434.0951
[e-mail]
mcgillassociates.com
From: Greer, Emily C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday, July 06, 2020 10:32 AM
To: Jon Swaim <[e-mail]>
Subject: SAW-2015-02060 Rhodes Pond
Morning Jon -
The additional impact does not require a major change to the overall project so we do not have to put it back out on
notice. We will address updating the submittal in our comment letter. Also, please remember to put the SAW # in the
subject line of all written communication related to this project so I can track it.
Thank you -
Emily Greer, Regulatory Specialist
Wilmington District - Wilmington Regulatory Field Office
69 Darlington Avenue, Wilmington, NC 28403
910.251.4567 (o)
From: Jon Swaim<[e-mail]>
Sent: Monday, July 6, 2020 9:51 AM
To: Greer, Emily C CIV USARMY CESAW (USA) <[e-mail]>
Subject: [Non-DoD Source] Rhodes Pond
Hi Emily, I just left you a voicemail concerning Rhodes Pond. Dam safety has provided additional comments on the
design and has decided to require rip rap wave protection along the entire length of the existing dam northeast of the
spillway. Unfortunately we did not have this information prior to the IP submittal.
I've attached an aerial showing the approximate location of the required rip rap wave protection. The rip rap will be
keyed in to closely match existing ground elevation, resulting in approx. 4 linear feet of fill below the historical pond
level elevation. We estimate this fill below that elevation will result in approx. 0.15-acres of impacts. See attached 'Pages
from Engineering Drawings' Detail 4.
I can provide revised impact maps and plan sheets, etc. The main question we have is will this require a revised public
notice and start the clock over for permit review/approval?
Thanks,
Jon Swaim

Project Manager
McGill Associates, P.A.
1013 State Farm Road, Boone, NC 28607
T 828.386.1920
C 828.434.0951
ion.swaima-mcgillassociates.com
mcgillassociates.com

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PERMIT DRAWINGS
- FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR
CONSTRUCTION
C:\TEMP\TEMP\DRAWINGS\SHEETS\C-501 MISCELLANEOUS DETAILS.DWG PLOT DATE 4/5/2020 12:48 AM DORI SABEHNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
C-501

MISCELLANEOUS DETAILS
14.00135APRIL, 2020
MMG
DS MH
BJR
RHODES POND DAM REPAIR
SCO# 13-10039-02
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
CUMBERLAND COUNTY, NORTH CAROLINA N/A
5400 Trinity Road
Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
mcgillassociates.com
RCALL811BEFOREY
O
U
DGI
SAF
E DIGGING P A R TNER14.00135 NORTH CAROLINA WILDLIFE - RHODES POND DAM REPAIR SCO# 13-10039-02RIPRAP LINING WITH SAND FILTER DETAIL
NOT TO SCALE
SLOPE MATTING INSTALLATION
®
RIPRAP ENERGY DISSIPATOR DETAIL
NOT TO SCALE
RIPRAP LINING WITH SAND FILTER
EMBANKMENT DETAIL
NOT TO SCALE
RIPRAP WAVE PROTECTION DETAIL
NOT TO SCALE
PAPER SIZE 24"X36"
1
2
3
4
5
SINGLE ARM SWING GATE DETAIL6
NOT TO SCALE
’
04/05/2020