20050115 Ver 1_Complete File_20050124

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CO 4B o?
E e
C?UNT V, NAP/
January 14, 2005
Mr. John Donley
NCDENR
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
@@C R
_ TV
9 ' JAN 2 2005 J
DF?'4 ? ;;??= r
Subject: Stream Bank Stabilization / Flood Restoration Project
Swannanoa River @ New Salem Road
MSD Project No. 20004245
Dear Mr. Donley:
Attached is three copies of the plans and Oteen, NC quadrangle map, depicting the
location for the above referenced stream bank stabilization project. During recent
flooding events of Hurricanes Ivan and Frances, the creek bank in this area was eroded.
This erosion has endangered our existing MSD sewer system and as such we are
proposing to restore the area. This restoration work will generally consist of reshaping
and stabilizing the existing stream bank from the water line to the top of the embankment.
This project proposes to disturb less than 500 linear feet of the stream bank, as required
under Nation Wide Permit 13. We are proceeding based on guidance given by Rebekah
Newton with the local Army Corps of Engineers office and have submitted the
appropriate Nationwide Permit application to that office.
Please allow this letter to serve as our notification of intention to proceed with this
project. Should you have any questions or concerns, please contact me at [phone].
Thank You.
Sincerely,
Michael W. Stamey, PE
Attachment
Metropolitan Sewerage District
OF BUNCOMBE COUNTY, NORTH CAROLINA

Protecting Our Natural Resources-
2028 RIVERSIDE DRIVE, ASHEVILLE, NORTH CAROLINA 28804 TELEPHONE: [phone] FAX: [phone] WEBSITE: www.msdbc.org
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CONTRACTOR SHALL ACCESS THIS SITE FROM EXISTING BANK SURFACE IMPACT
NEW SALEM RD. THROUGH THE EXISTING DRIVE ED BY u
„ HURRICANE FLOODING SHALL BE GRADED ~ ~ J -WAY ON THE CREASEMAN, RUTH B. HEIRS TO MATCH ADJACENT AREA- GEOTEXTILE v Z U N
~ w ~ Y P.I. - - - 0 ET AL PROPERT ( N. 9689 13 03 1295) FABRIC AND CLASS II RIP-RAP ARMAMENT -
H I U T EAST OF WIL I Q C H O WHIC S J S LAM VON VITZTHUMES SHALL BE INSTALLED IN THAT AREA IN Q ~
PROPERTY. FROM THAT DRIVEWAY CONTRACTOR ~ N a ~ ACCORDANCE WITH APPLICABLE DISTRICT ao p J Q
WILL TURN LEFT ON THE RIGHT-OF-WAY FOR STANDARDS, SEE DETAILS FOR ADDITIONAL ~ U m Z 0
MSD SEWER AND PROCEED TO PRJECT SITE IN ~ u Q 0 ~ FORMATION. ~ WHICH IS ON THE VITZTHUME PROPERTY. 3 I' ~
v N~w og ACCESS AREA SHALL BE PROPERLY RESTORED ~ ~ THIS STREAMBANK RESTORATION AREA HASH U) Y Q
AFTER THE RIP-RAP INSTALLATION IS COMPLETE ~ ~ Z 0 ~ ~ AN APPROXIMATE LENGTH OF 100 L.F. WITH s~ u Q F- ~
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.Q ~ DI/ERLAP BETWEEN
Q o ~ WARREN WILSON COLLEGE AND
~ ~ W NOTE: THE CONTRACTOR SHALL PROTECT ~ ILLIAM I/ON l/ITZTHUME
~ THE EXISTING SEWER AND MANHOLES TBM NO. 56 Z
0 DURING THE RIP-RAP INSTALLATION o p •
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2 N 9 a WILLIAM D. SON l/ITZTHUME 111 ~ , ~ ~
Y and PARKING AREA FOR 4 ff~ ~
p TIFFANY ELIZABETH l/ON l/ITZTHUME SWANNANOA CONGREGATION dpi , $~a 13W
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BANK PRO TEC T/ON A T o M~
STREAM R/ VER CROSSINGS
TYPICAL RIP-RAP DETAIL
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CONTRACTOR SHALL ACCESS THIS SITE FROM m
NEW SALEM RD. THROUGH THE EXISTING DRIVE EXISTING BANK SURFACE IMPACTED BY ~
-WAY ON THE "CREASEMAN RUTH HURRICANE FLOODING SHALL BE GRADED ~ o B. HEIRS
' ~ TO MATCH ADJ T - z N ET AL PROPERTY P.I.N. 968 - - - ACEN AREA GEOTEXTILE cn w ( 9 13 03 1295) FABRIC ~ ~
WHICH IS JUST EAST OF W AND CLASS II RIP-RAP ARMAMENT Q ~ ~ ILLIAM VON VITZTHUMES SHALL BE INSTALLED IN THAT A ~ ~
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WILL TURN LEFT ON THE RIGHT-OF-WAY FOR cd ~ z Q MS STANDARDS. SEE DETAILS FOR ADDITIONAL U m ~
D SEWER AND PROCEED TO PRJECT SITE INFORMATION. ~ ~ °C ~ Q~ WHICH IS ON THE VITZTHUME PROPERTY. 3 ~
ACCESS AREA SHALL BE PROPERLY RESTORED ~ ~ w og
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