20160910 Ver 1_401 Application_20160916

V
C
14
State of North Carolina
Department of Environment and Natural Resources
DWR Division of Water Resources
Division of Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 10-2013
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the application fee should be sent
to:
Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
20160910
I. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information
c --
Name:
Mailing Address: 61JICr4''r )0406-'#r_
Lhkr I.LriciE_ ALc
r
Telephone Number: if.29, 4,%11'.4J S;Fax Number:
E-mail Address: 115' 1-,4 AC/iRAI V Li 40/L L'�1h1
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be downloaded here:
htto://www.saw.usace.armv.mil/Portals/59/docs/reRulatory/reizdocs/Permits/SAMPLE AGENT AUTH
ORIZATION FORM pdf) must be attached if the Agent has signed this application form.
Name: y II
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Person to receive the Certification Approval:
II. Project Information [15A NCAC 02H .0502(a) & (b)]
1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with
respect to local landmarks such as towns, rivers, and roads.
2. Provide a detailed site plan showing property boundaries and proposed locations of
vegetation clearing, structures (buildings, retaining walls, docks, impervious surfaces,
FORM: SSGP 10-2013 Page 1 of 3

etc.), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations,
and construction access corridors. You may use the diagram provided at the end of this
application form.
3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale
of some sort- a yard stick, shovel handle, etc.)
4. Location of the property (where work is to be conducted)
County: ,e7�1i Nearest Town: LAK -,c- 'LL;
Subdivision name or site address (include phase/lot number): 24t �Lri�itr'/
floc L i% LUA . IVC )�? -Nt,
Directions to site - please include road names and numbers, landmarks, etc.: Fi?'C) '1
4,15 JJW J. IV /1%"PKXY,4L 11b)Y 1W LI KE t uRE
9A- fico —ED T CfC zAi,)/ty kp alo awg k1car ©Al TZ) oa-TF)0i4�
C'ryot ir1w o c "7-11- Yoe co a T Pwry .gaw r rJ.DCC4F_ g:
Latitude (in decimal degrees) 3s, '15� Longitude (decimal degrees) a r z /Y /
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): [c.ES-1 pall//11.
6. Property size (acres): 0 0 I cec
7. Lake/ river/ ocean adjacent to property: f,�L�St' ON SWC INC OF 1-6ek ZME
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): Al 6 IV�Ef'i4/�� '��'Lflc �' /�S' NOCF55 NY
9. Will work be conducted from land? From water? bz'TA &76V
10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc.)
below the normal pool lake level/ Normal Water Level in square feet or acres:
�S -1-0 ( U , cis F C F %
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining
walls, etc.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in
square feet or acres: -,gy 6 V .:C
12. Please describe the vegetation above the normal pool lake level/ Normal Water Level and
50 feet landward to be impacted (number of trees, for instance): VI&CA elqllroj�_,
Owner/ gent's Signature* [15A NCAC 02H .0502(f)l Date
Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 10-2013 Page 2 of 3

Lake
(At Full Pond/Normal Water Level)
I
®f4
r� r
Full Pond/�,�Ap
Normal Water Level
Shoreline -!L
Please approximately sketch the following information on this plan (provide dimensions for each
item, such as 10 ft x 100 ft)*:
1. All proposed vegetation clearing
2. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
3. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation
4. Location of any proposed structures such as buildings, retaining walls, docks, etc.
5. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation
6. Location of construction access corridors
FORM: SSGP 10-2013 Page 3 of 3

ConnectGlS Feaa`hre� Report G
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WEE r...:,I i;_.
1625874
162500
0218105
22451
162`.
1647423
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Page 1 oflV
RutherfordCounty
Printed September 08, 2016
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C=WGIS Feattre Report
OBJECTID 1
Geo -Rin
QU
23547
0642586448
LAKE LURE
Deed Date
ParcellD
Township
7/7/2003 12:01:00 AM
640
Chimney Rock
Land Class
SINGLE FAMILY RES
AcreageZln$
0
RESIDENTIAL - MIN
10000 SQFT
Deed Book
Deed
Mail Book
824
72
Mail Page
0
Index
CRP
Man Block Lot
528221
Parcel Number
Property _Address
Neighborhood
0218105
266 BURNT RIDGE RD
L30B
Fire District
Special Tax Districts
F17 TWN LL MUNI FIRE
Owner Name
WEBBER, STEPHEN M;
WEBBER, NHAN T
Owner Mailing
Owner Mailing-C#X
Owner Mailing State
Ad=
LAKE LURE
NC
266 BURNT RIDGE RD
Owner Mailing Zig
Land Tax Value
28746
305500
Building Tax Value
93400
Total Assessed Value
398900
Revenue Stamp
Structure Size
2110
Under Assmt Flag
N
Subdivision
-:3
Page 2 of#
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isclaimer The County of Rutherford acquires, develops, maintains and use
IS data in support of its internal business functions and for the publi
!rvices it provides. The GIS data which Rutherford County distributes and ti
WJ/rL&eft&ou tycovieetgis.conIDmioadFile.ash)M=_ags nlap85c71d550bkM661806d5180deb77238xhbr&t=prirxid September 08, 2016

CwriedGIS Feahre Report Page 3
which it provides access, may not be suitable for other purposes or uses. It i
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wi/rulherfordcW*camectgis.conYDannloadF!le.asWC = ags map89c71d550bfd4661806d5180deb77238xhbn&t=prirtid Seowber 08, 2016

10" 350OPSI CONCRETE RETAINING WALL. MAXIMUM
DESIGN HEIGHT 10'-0"
3"
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CA
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19856
WHERE CONCRETE EXI TS, i ''' -4 G I N
CONNECT WITH #4 REBAR PINS /j/��If "11 ,18111►►��\����
EPDXIED INTO EXISTING @ 12" OC ///// WI 11�\\\\
COMPACTED SOIL OR g
WASHED STONE FILL
III I = HORIZONTAL REINFORCEMENT - #5 REBAR 12" OC,
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TIED TO VERTICAL REINFORCEMENT
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11= VERTICAL REINFORCEMENT - #5 REBAR 18" OC,
- ! _ 3" FROM BACKFILLED FACE OF WALL.
a
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=1 G- SOIL SEPARATING FABRIC
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RIP RAP INSTALLED TO I)I
LAKE LURE SPECIFICATIONS
I I ! III #5 REBAR DOWEL 42"X 6" @ 9" OC.
I! !III_. 3" FROM BACKFILLED FACE OF WALL,
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4'-6" X 12' 350OPSI CONCRETE FOOTING, WITH
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V-6" X 2'-6" DEEP KEY AS SHOWN.
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#4 BARS 48" LONG, 18" OC
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(5) - #4 BARS IN FOOTING, 3' FROM BOTTOM AND EDGE
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III—III=1 I I—III—III
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#4 BARS 3'-0" LONG, 18" OC INSTALLED
(—III 3" FROM EDGE OF KEY AS SHOWN
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LOCATION OF WALL ON FOOTING IS CRITICAL TO ITS DESIGN
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KEY MAY BE LOCATED UP TO 18" BACK FROM FACE OF FOOTING
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SCALE -3/8" =1'-0"
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CARO 11
DESIGN INFORMATION (APPLIES TO ALL PAGES)
�`�o�'•��'""ss
THE DESIGNS PRESENTED ON THIS DRAWING INCORPORATE THE FOLLOWING MINIMUM VALUES. _ a�r ' 6
VERIFICATION OF THE DESIGN ELEMENTS SHOWN ON THESE PLANS DURING CONSTRUCTION IS Qfloll
THE RESPONSIBILITY OF THE LOCAL AUTHORITY NOT THE DESIGN ENGINEER. 19856 9
CONCRETE (WHEN APPLICABLE)
MINIMUM 28 DAY COMPRESSIVE STRENGTH
FOOTINGS & WALLS/SLABS 3500 / 3500 PSF
DENSITY 150 PCF
PERFORMING SLUMP 4 INCHES
SOIL (WHEN APPLICABLE)
MINIMUM SOIL BEARING PRESSURE 2000 PSF
MINIMUM SOIL INTERNAL FRICTION ANGLE 30 DEG
COMPACTED BACKFILL DENSITY
SLIDING COEFFICIENT .35u
REINFORCING (WHEN APPLICABLE)
ALL REINFORCING STEEL IS TO BE ASTM A615 GRADE 60,
FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318.
ALL LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS.
FLOOD DESIGNED STRUCTURE:
IMPORTANCE FACTORS (WHEN APPLI)%
INE�
WIND 1.0
//�iljin uM
SNOW 1.0
STRUCTURAL SYSTEM
SEISMIC 1.0
SEISMIC BASE SHEAR
DESIGN LOADS (WHEN APPLICABLE)
ROOF DL / SNOW 15/20 PSF
FLOOR & DECKS DL / LL 10 /40 PSF
WIND 100 MPH
EXPOSURE CATEGORY C
SEISMIC DESIGN (WHEN APPLICABLE)
SEISMIC USE GROUP 1
SITE CLASSIFICATION
D
SPECTRAL RESPONSE
ACCELERATION SDS 39%g, SD121%g
STRUCTURAL SYSTEM
MOMENT FRAME
SEISMIC BASE SHEAR
Vx=1.1k, Vy=1.1k
ANALYSIS PROCEDURE
EQVLNT LTRL FRCE
THE DESIGNS SHOWN ON THIS DRAWING MEET THE REQUIREMENTS FOR FLOOD PRONE CONSTRUCTION AS
CONTAINED IN THE NORTH CAROLINA BUILDING CODE AND AS PER THE REQUIREMENTS OF RUTHERFORD
COUNTY, THE LOCAL ENTITY HAVING JURISDICTION OVER THIS PROJECT.
GENERAL NOTES:
1. GLOBAL STABILITY AND SEISMIC LOADING HAVE BEEN CONSIDERED IN THIS DESIGN.
2. HYDROSTATIC LOADING IS CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE PROVIDED SUCH
THAT HYDROSTATIC LOADING IS DISSIPATED.
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NEW CONCRETE RETAINING WALL WILL BE
INSTALLED ON THE EAST SIDE OF THE PROPERTY
FROM THE CORNER OF THE HOME TO THE
PROPERTY LINE. THE APPROXIMATE OVERALL
LENGTH IS 24 FEET. THE FACE OF THE WALL WILL
ALIGN WITH THE EXISTING SHORELINE SUCH THAT
9
NO LAND WILL BE ADDED TO OR TAKE AWAY FROM
THE WEBBER PROPERTY,
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Page 1 of 1
Subj: (- subject)
Date: ustabe 61129:58 A.M. Eastam Daylight Txne
From: ustabearmy(Maol.com
To: ustabearmv(cDaol.com
p rMe M w
STEPHEN
Thursday, September 08, 2016 AUL: Ustabearmy

SEA WALL REPAIR/REPLACE AND ADD RIP RAP
STEPHEN M. WEBBER
266 BURNT RIDGE RD.
LAKE LURE, NC 28746
ustabearmy�aol.com
828-674-3582
Description of Project
Existing rock sea wall built in the 1960's collapsed. In the lake bed, I propose to
remove existing debris and remainder of old wall, footers if any, pour new footers
and then pour cement wall.
The wall at the shoreline is a maximum of 16 ft long, 10 1/2 ft high above the lake
bed, and 12 in wide with 5/8 in rebar throughout as required by engineer. Height and
length could possibly be less. Following completion of the new wall, rip rap will be
used along the base of the wall meeting or exceeding required specifications.
On the shoreward side of the proposed wall, clearing of ground cover and shrubs will
occur to allow room for footer and forming of wall. After wall is complete, granite
rocks from old wall and dirt will be used as backfill. Dirt falling into lake bed as part
of clearing will be used first as backfill to clean up the lake bed. Proposed
disturbance is 3ft by 16ft on each side of the wall but could end up being 4 ft by 16 ft.
No trees in that area, only ground cover consisting of Vinca Major, English Ivy, and
Virginia Creeper. There are a couple of Nandinas and some Hippeastrum bulbs there
that will be removed and replaced. There are also a couple of Forsythia that will be
removed but not replaced. An existing locust stump will be removed also.