20141063 Ver 1_Shoreline Stabilization_20141007

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The following is an abbreviated application form for those applying for a 401 Water Quality
Certification to impact FERC (Federal Energy Regulatory Commission) regulated lake shore or
bottom under the U.S. Army Corps of Engineers Permit GP30. This Application cannot be used
for wetland or stream impacts. Please provide five (5) copies of this application and supporting
information as well as a non - refundable application fee to the Division of Water Quality of $240.00
for impacts to lake bottom of less than 1 acre and $570.00 for impacts to lake bottom of greater or
equal to 1 acre.
Applications should be sent to:
Division of Water Quality 401 Oversight/Express Review Permitting
1650 Mail Service Center
Raleigh, NC 27699 -1650
I. Applicant Information
Owner /Applicant Information
Name:
Mailing Address: n. (emu dL
Telephone Number: �Sr���s- 9��3 Fax Number:
E -mail Address: e'ca C.) 413wyl6-r(al dur-z . c�rr.
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached
if the Agent has signatory authority for the owner /applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E -mail Address:
II. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local landmarks such
as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and
development plans in relation to surrounding properties. You may use the diagram below to make a
hand sketch of your project. Also, see the example below for guidance. Both the vicinity map and site
plan must include a scale and north arrow. The footprints of all buildings, impervious surfaces, or other
facilities must be included.

Location
County - RIAelfefi Nearest Town f-'Ve (,_-
Subdivision name or site address (include phase /lot number) K11112k 11941-f5l' ° 6512,-- Ac N��J
Directions to site please include road numbers, landmarks, etc (This is not necessary if an adequate
vicinity map is included) yI c n, _ r r a irCJud t�e O_i6clec_ k lL{�"451
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Describe the existing land use or condition of the site at the time of this application
Property size (acres) at,
Nearest body of water (stream/river /sound/ocean/lake) %16 .4a
Describe the purpose of the proposed work t,-�„ro fL rua -,6111
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List the type of equipment to be used to construct the project 6<;I_ �1.,.,,IA ILL,
7 Amount of impact (including all excavation, backfill, np rap, retaining walls, etc ) below the
normal pool lake level in square feet or acres 11 36 c�vC's
8 a Amount of impact (including all clearing, back fill, excavation, np rap, retaining walls, etc )
above the normal pool lake level and 50 feet land -ward in square feet or acres
Ambt,
8 b Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted
(/number of trees for instancere/) Vat j,W P_ . 2t .�.�45- IL, & . L,, ,4�4eWi buer"- - 26-" e 6rkkaxye�JIJ4 ,.-J
Applicant/Agent's ig ature Date
(Agent's signature is valid only-if an authorization letter from the applicant is provided.)

Lake sure 401 Certification
Narrative
Lake Lure is a man -made lake located in western Rutherford County The lake is owned
by the town and was built in 1926 for the purposes of recreation and hydroelectric power
generation The lake covers approximately 814 acres with approximately 20 %2 miles of
shoreline Much of the shoreline has been previously impacted through construction of
seawalls Due to the large numbers of seawalls, many of the unprotected sections of
shoreline are experiencing more severe erosion as a result of the reflected wave action
from those seawalls Additionally, many of the older seawalls have begun to show signs
of wear as wave action degrades mortar joints and causes undermining of wall footings
Since 2006, the Town has adopted rules encouraging the use of rip rap as a shoreline
stabilization technique Where seawalls are asnecessrty, due to topography of the lake
shore, the Town requires that rip rap be placed at the toe in order to reduce the,reflective
nature of the waves, thereby reducing the erosive forces as well as improving habitat for
benthic macroinvertebrates,fish, and other aquatic organisms
Lake Lure is also subject to large sediment accumulations where mayor tributaries enter
the lake This causes the town to have to spend over $100,000 on an annual basis to
perform dredging and sediment removal activities In 1996, following the Flood of '96, a
storm that brought between 11 and 13 inches in two hours (17 inches over the 24 hour
period), dredging and cleanup costs were estimated at around $2 2 million The majority
of sediment problems are due to erosion and sedimentation issues further up in the 06
square mile Upper Broad River watershed and are not the,direct result of activities around
Lake Lure, making the town an unfortunate recipient The Town of Lake Lure has a local
delegated sediment and erosion control program that has been successful in limiting
overland sedimentation issues around the lake itself, however many of the areas where
erosion is occurring further up in the watershed are undeveloped and the problems stem
from steep slopes, thin erosive soils, and high velocity flows Sediment accumulations
create serious navigational hazards for boaters and degrade the overall water quality of
the lake For this reason, the town works diligently to prevent hazard areas from "silting
in" in order to maintain depth and safe boating access
Purpose of Project:
Part 1: Shoreline Stabilization. Purpose is to stabilize shoreline areas using rip rap and
other shoreline stabilization techniques in order to reduce shoreline erosion potential and
to reduce damage to seawalls and other lake structures
Part 2: Dredging. Purpose is to perform maintenance dredging in four areas of the lake
that have been historically dredged either by excavation or hydraulically, depending on
proximity to dredge spoils pits. Methods will be further described below The reason for
dredging these areas is to reduce significant sediment accumulations that tend to create
navigational hazards and limit intended use of the lake in those impacted areas

Description of Project
Part 1: Shoreline Stabilization. Shoreline stabilization work will be done using Class
C rip rap with filter cloth behind the stone In most cases, the rip rap is being placed in
front of existing seawalls to serve as a protective barrier and break up wave action,
thereby reducing damage to the seawalls and subsequent shoreline erosion Rip rap shall
be placed no more than 3 feet waterward of any seawall on a 2 1 slope All work shall be
done while the lake is drawn down from December 1, 2014 until March 1, 2015 Except
where the shoreline can be easily accessed with wheelbarrows, or small loaders and hand
labor, all work shall be done by barge wrth,much of the rock being placed by hand labor
or small loader Any hydraulic equipment used on the dry lake bed shall be on mud mats
The 25 foot trout buffer shall not be impacted except under the provisions described in
the Sedimentation Pollution Control Act Greater impacts than those described under the
SPCA on the landward side shall require a trout waiver from the Division of Land
Resources, Land Quality Section Approximately 2,777 linear feet of shoreline will be
stabilized See following maps and table for descriptions of shoreline sections to be
stabilized Each project will be done separately by upland property owners and/or their
respective contractors
Part 2: Dredging. Dredging will be done in five areas of the lake that have been
historically maintained for purposes of maintaining safe navigation and historic use
These areas include the following
Broad River where it enters into Lake Lure and west end of the Main Channel
Lake Lure Village Resort Cove near the boat ramp
Firefly Cove
Rumbling Bald Resort beach and marina area
Gray Logs Cove
Estimated amounts to be removed are as follows
Broad River/Main Channel 136,827 cu yds
Firefly Cove......... 2,420 cu yds
Gray Logs Cove 21`7 cu yds
Lake Lure Village Resort Cove 1,390 cu yds
Rumbling Bald Resort 4,600 cu yds
The material will be removed using two different methods The areas at Lake Lure
Village Resort, Rumbling Bald Resort, Firefly Cove, and Gray Logs Cove will be
dredged using long reach excavators on mud mats The material will be placed in dump
trucks and hauled to an off -site disposal area All sediment and erosion control measures
will be taken to minimize impacts to water quality This method is considered the most
optimal due to the location of the sites and the lack of spoils areas which would make
hydraulic dredging possible Excavation will take place during the lake drawdown time
in order to minimize impacts to water quality The Broad River area of the lake will be
dredged hydiaulically as it has historically been done Materials will be pumped to spoils
pits located on either side of the river channel for treatment Turbidity will be monitored
as return water exits the secondary chamber back into the lake All excavation dredging
will be done between December 1, 2014 and March 1, 2015 The hydraulic dredging

operation will be performed when the lake comes back to full pond and is expected to be
an annual project
Directions to Sites:
All sites will be accessible by boat at the request of inspection personnel Individual
addresses are located in attached table Directions to Lake Lure from Asheville from
NCDENR Asheville Regional Office, take US Hwy 70 to I -40 From I -40 east, take
Black Mountain/NC -9 exit Take NC -9 south to Bat Cave Turn left on US Hwy 74A
and,go approximately 3 miles After crossing the Broad River, Lake Lure Municipal
Center will be located on the left Physical address is 2948 Memorial Hwy
Equipment and Materials:
Part 1: Shoreline Stabilization. Where sea walls are being repaired, materials will
consist of mortar and masonry rock Additional armoring for sea walls and unprotected
shoreline areas will be done using Class C rip rap Filter cloth will be placed beneath the
rip rap, between the stone and the land surface and /or face of a seawall Where mortar is
used or concrete footers are to be poured, it,shall be used in such a way as to allow 28
days of cure time before coming into contact with the waters of the lake. All repair and
armoring work will be done by barge from the water side by hand labor, except where
road access allows for easy placement of rip rap along shoreline using hydraulic
equipment Any hydraulic equipment used on the lake bottom will be operated on mud
mats, from a barge, or on dry land Silt fencing and /or other sediment and erosion control
measures will be installed as needed in order to prevent sedimentation
Where new sea walls are being constructed, plans submitted describe the walls as being
constructed aspoured -in -place concrete with a masonry rock fagade on the lake side This
method requires that rip rap be placed at the toe of the sea wall with filter cloth in
between the sea wall and the rip rap Trout buffer waivers may be needed in order to
allow appropriate access in order to do the work. Property owners have been notified
where this applies and will not be allowed to do work until proof of a trout waiver is
provided Equipment used is similar to that found above except where backfilling is
required, in which case much of the work shall be done on the land side by excavator. At
no time shall any hydraulic equipment be allowed in the water, and all appropriate
sediment and erosion control measures will be installed prior to commencement of
construction
Part 2: Dredging. Where dredging is to be done hydraulically, a hydraulic dredge will
be used Dredged material will be pumped to a two - chambered containment pit
Materials, will be pumped to the first chamber where heavy particulates will be allowed to
settle out. The suspended solids will then flow from the first chamber into the second
chamber for further settling Return water will be removed off the top of the water
column by way of Faircloth Skimmers and returned to the lake after the suspended
particulates have had time to settle Hydraulic dredging is not dependent on the lake
drawdown, and in fact can be more easily done when the lake `is at full pond
Appropriate sediment and erosion control measures will be maintained at the treatment
site

Where dredging is to be done by excavation, it will be done using long -reach excavators,
operating either from the shore or on mud mats where it is necessary to go out onto the
lake bottom itself At no time shall hydraulic equipment be allowed in the water and all
appropriate sediment and erosion control measures will be installed prior to
commencement of construction All excavated material will be loaded onto dump trucks
and hauled to off -site disposal areas located on either Town of Lake Lure or Rumbling
Bald Resort property Excavation will begin as soon as the fake is drawn down to a
suitable depth to allow dry out of the exposed lake bottom Excavation will cease once
the lake begins to come back up, regardless of whether the estimated amounts have been
fully removed
Description of Vegetation: Vegetation above normal pool lake level and 50 feet
landward is variable In some cases buffer zones are intact with substantial mountain
laurel and rhododendron species, pin e, oak, tulip poplar, red maple, and sourwood
Eastern hemlock persists in some areas In other areas of the lake, natural woody
vegetation has been mostly removed and been replaced with ornamental landscaping and
lawns No vegetation will be removed for the majority of these projects due to the fact
that the majority of work will be done from the waterward side as opposed to the
landward side Where new sea walls are to be constructed, there will be removal of
vegetation, however no removal shall take place without a trout waiver from the NC
Division of Land Resources, Land Quality Section Property owners must provide the
Town of Lake Lure with a copy of the waiver before they will be allowed to start work.
Project Areas Table:
Upland Property Own_ er
Upland Property Address
Description of Work
Robert Mitchell
332 Snug Harbor Circle
Place rip rap along areas of natural rock
bank that are erodmg Approximate length
of shoreline to be stabilized is 120'
Thomas P Gibson
103 Lakeview Road
Pour new seawall and reinforce toe with rip
rap Approximate length of shoreline to be
stabilized is 185'
Douglas Kelly
123 Firefly Pomt
Replace existing rip rap with new filter
fabric and re -stack rip rap Approximate
length of stabilization is 125'
Hickory Construction Co
194 Firefly Cove
Replace existing rip rap with new filter
fabric and re -stack rip rap Approximate
length of stabilization is 101'
Firefly Cove P O A
121 Firefly Cove
Replace existing rip rap with new filter
fabric and re -stack rip rap Approximate
lei th,of stabilization is 106'
Firefly Cove P O A
206 Firefly Cove
Replace existing rip rap with new filter
fabric and re -stack rip rap Approximate
lei h of stabilization is 81'
David McKinsey
212 Firefly Cove
Replace existing rip rap with new filter
fabric and re -stack rip rap Approximate
length of stabilization is 127'

McCarthy of St Petersburg,
124 Rock Point Road
Replace existing seawall with new°seawall
LLC
and install rip rap along north and eastern
portions Approximate length of
stabilization is 420'
Robert Taylor
266 Picnic Point
Place rip rap along toe of existmg,seawall
Approximat e length,of stabilization is 25'
David Alban
135 Dogwood Drive
Remove existing seawall and replace with
new concrete seawall, reinforce toe with rip
rap Approximate length of stabilization is
215'
William Owenby
350 Burntaidge Road
Replace existing seawall with pouted in
place wall and reinforce toe with rip rap
Approxim. length of stabilization is 49'
Clay Richardson
406 Burnt Ridge Road
Reinforce toe of existing seawall With rip
rap Approximate length of stabilization is
180'
Brown Thornton
183 Allen Drive
Reinforce toe of existing seawall with rip
rap Approximate length of stabilization is
30'
Deborah Rentz
506 Memorial Hwy
Reinforce toe of existing seawall with rip
rap Approximate length of stabilization is
210'
Cary and Veronica Benson
188 Gottlieb Getaway
Reinforce toe of existing seawall with rip
rap Approximate length of stabilization is
80'
Paul Knaub
347 Lakeview Road
Reinforce toe of existing seawall with rip
rap Approximate length of stabilization is
112'
Kenneth Tanner
267 Hawthorne Drive
Make repairs to seawall where necessary,
add rip rap to reinforce toe Approximate
length of stabilization is 611'
James Proctor
Boys Camp Road
Place rip rap along shorelme fiontmg the
Broad River as it enters Lake Lure
Approximate length -F-1-1- lization is 15'

LEGEND
Dredging project areas.
Rip rap stabilization areas.
Seawall replacement projects.
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Unprotected seawall at 267 Hawthorne Drive. Repairs to joints will be made
and rip rap will be added as needed. Total shoreline length is 611 feet.
Unprotected seawall at 188 Gottlieb Getaway. Rip rap will be placed at the toe
of the seawall for reinforcement. Approximate length of stabilization is 80 feet.

Property owner intends to place rip rap along eroding shoreline at 332 Snug
Harbor Circle. Approximate length of shoreline stabilization is 120 feet.
Examples of Seawalls Projects
This wall at 124 Rock Point Road is failing due to improper installation. The rip rap
was placed to prevent the wall from collapsing into the lake. The wall will
be re- constructed with new engineering and rip rap will be placed at the toe for
reinforcement. Total length of stabilization will be 420 feet.

Wooden seawall at 135 Dogwood Drive is collapsing. The existing seawall will be replaced
with a new concrete seawall. Rip rap will be placed at the toe for reinforcement.
Approximate length of stabilization is 215 feet.
Because seawall projects tend to be more complicated than rip rap stabilization,
engineered drawings are being attached for those projects where walls are being replaced
or significant repairs are being made to the wall. The only wall projects being undertaken
under this application are the following:
Thomas P. Gibson
McCarthy of St. Petersburg LLC
David Alban
William Owenby
See attached plans for details on these projects.

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9_12_14 ALL FEDERAL STATE LOCAL CODES ORDINANCES AND
REGULATIONS SHALL BE CONSIDERED AS PART OF THE
IPLANS AND SPECIFICATIONS FOR THIS BUILDING AND
SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN
DESCRIBED OR IMPLIED WHERE VARIANCES OCCUR
CONTRACTOR IS RESPONSIBLE FOR CHECKING AND
VERIFING ALL DIMENSIONS AND EXISTING CONDITIONS
VARIATIONS SHALL BE BROUGHT TO THE THE ATTENTION
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DATE 9 -12 -14 ALL FEDERAL STATE LOCAL CODES ORDINANCES AND SIGNIFICANT CARE AND EFFORT'
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SHEET FLAT KIM B WARNER PLANS AND SPECIFICATIONS FOR THIS BUILDING AND THAT THESE PLANS ARE CORRECT
, PE, LLC REV SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN AND COMPLETE HOWEVER KIM 8
2 ELEVATION 139 COUNTRYWOOD DRIVE REV DESCRIBED OR IMPLIED WHERE VARIANCES OCCUR WARNER PE LLC ASSUMES NO
FOREST CITY NC 28043 REV CONTRACTOR IS RESPONSIBLE FOR CHECKING AND LIABILITY EXCEPT TO MAKE
PE CITY NC VERIFING ALL DIMENSIONS AND EXISTING CONDITIONS CORRECTIONS AND REISSUE
SCALE -118 =1 0' VARIATIONS SHALL BE BROUGHT TO THE THE ATTENTION COPIES AS REQUIRED
OF THE ENGINEER OR HOMEOWNER FOR RESOLUTION FILENAME PACE WENBY SEAWAL
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ENGINEERED BY REV REGULATIONS SHALYBE CONSIDERED AS PART OF THE HAVE BEEN TAKEN TOENSURE
SHEET FLAT KIM B WARNER PLANS AND SPECIFICATIONS FOR THIS BUILDING AND THAT THESE PLANS ARE CORRECT
, PE, LLC REV SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN AND COMPLETE HOWEVER KIM 8
2 ELEVATION 139 COUNTRYWOOD DRIVE REV DESCRIBED OR IMPLIED WHERE VARIANCES OCCUR WARNER PE LLC ASSUMES NO
FOREST CITY NC 28043 REV CONTRACTOR IS RESPONSIBLE FOR CHECKING AND LIABILITY EXCEPT TO MAKE
PE CITY NC VERIFING ALL DIMENSIONS AND EXISTING CONDITIONS CORRECTIONS AND REISSUE
SCALE -118 =1 0' VARIATIONS SHALL BE BROUGHT TO THE THE ATTENTION COPIES AS REQUIRED
OF THE ENGINEER OR HOMEOWNER FOR RESOLUTION FILENAME PACE WENBY SEAWAL

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SEA WALL DESIGN FOR
W. GARY OWE N BY
M BURNT RIDGE RD. LAKE LURE, NC 28746
SHEET
TYPICAL
SECTION
SCALE- 1/2 " =1'-D"
ENGINEERED BY
KIM B. WARNER, PE, LLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO tsess
DATE 9 -12 -14
REV
REV
REV
REV
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND
REGULATIONS SHALL BE CONSIOEREDAS PART OF THE
PLANS AND SPECIFICATIONS FOR THIS BUILDING AND
SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
CONTRACTOR IS RESPONSIBLE FOR CHECKING AND
VERIFING ALL DIMENSIONS AND EXISTING CONDITIONS.
VARIATIONS SHALL BE BROUGHT TO THETHEATTENTION
OF THE ENGINEER OR HOMEOWNER FOR RESOLUTION.
SIGNIFICANT CARE AND EFFORT
HAVE BEEN TAKEN TO ENSURE
THAT THESE PLANS ARE CORRECT
AND COMPLETE. HOWEVER KIM B.
WARNER, PE, LLC ASSUMES NO
LIABILITY EXCEPT TO MAKE
CORRECTIONS AND REISSUE
COPIES AS REQUIRED.
FILE -E ME.p�ENBY SfAxu�