20161143 Ver 1_Shoreline Stabilization_20161118

Kim B. Wamer, PE, PLLC 4 3
November 15, 2016
Division of Water Resources
Wetlands, Buffers, Streams — Compliance and Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: 401 Water Quality Certification Application
179 Tryon Bay Circle
Lake Lure, NC 28746
To whom it may concern,
Kim B. Warner, PE, PLLC
139 Countrywood Drive, Forest City, NC 28043
Cell [phone], Phone/Fax [phone]
PE No. 19856 Company No. P-1583
Email — wamer nnctv.com
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N O V 1 8 2016
Contained in this package are documents pertaining to the proposed construction of a new
seawall at the Dunlop residence at 204 Pier Point Dr. in Lake Lure, NC. The section where
this wall is proposed is adjacent to an existing boathouse on a very steep section of the
Dunlop property. There is a twenty one foot gap between the boathouse and the property line
where the Dunlop's neighbor has installed a 4 to 5 foot tall seawall. Soil from the area above
this section of the property is prone to washing into the lake. The attached plans and
documents describe a wall that matches the neighbor's wall in height and appearance. The
new wall will be constructed during the time when the lake is down so that there will be no
contact with uncured concrete by the waters of the lake.
By copy of this letter, the Dunlop's respectfully request that a 401 Water Quality
Certification be issued for this project. A prompt review to facilitate construction during the
recently scheduled lowering of the lake would be appreciated. If you have any questions or
concerns, please contact me at one of the numbers listed above.
Sincerely,
Kim B. Warner

State of North Carolina
Department of Environment and Natural Resources
DWR —1. Division of Water Resources
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
Division of Water Resources 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
I. Applicant Information [15A NCAC 02H .0502(a)l
1. Owner Information
Name: fiQ J
-77
Mailing Address: Z 3 f ,.'
-7
Telephone Number:
7/3. ;z5Y
3.339
Fax Number: `713. 2 Z 129 7 3
E-mail Address:r^.
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be downloaded here:
http://www saw usace army mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTH
ORIZATION FORM.pdf) must be attached if the Agent has signed this application form.
Name: 1kim lVarne✓
Company Affiliation: Ma en e.- ;EK"­ ?e P.LL L
Mailing Address: 13 ' ' e6v 1 fr+waod r:Y
Telephone Number: 828. ` 2 9, ,2 `%i�6 Fax Number:
E-mail Address: & /fie L'Gw
Person to receive the Certification Approval: M'Z VaAlLOlp
11. Project Information [15A NCAC 02H .0502(a) & (b)l
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)
I?,V Mer erNearest Town: Zake- ZurC , /V�
Subdivision name or site address (include phase/lot number):
Directions to site - please include road names and numbers, landmarks, etc.:
Latitude (in decimal degrees) Longitude (decimal degrees)
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.):;
6. Property size (acres): 6, S 7 cfGv�s
7. Lake/ river/ ocean adjacent to property: 1,&Ae— •�vi'�.
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): 7Cy-&-a,­
9. Will work be conducted from land? ® From water? ❑
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:
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining �ey�
walls, etc.) above the normal pool lake level/ Normalpate`r Level and 50 feet land -ward in
square feet or acres: S �✓t ,' 1 X� l ��l
12. Please describe he vegetation bove the normaf pool la cfe/'le` el/ Norma ater Lexie and/
50 feet landward to be impacted (number of trees, for instance): resrit � Sr�v"k,
042,A./S AJQr e- e xi-5-hnr id` Ze- W,� A,- ./
Owner/Agent'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

J
Full Pond/
Nnrmal Water Level
SI
La ke
(At Full Pond/Normal Water Level)
Please approximately sketch the following information on this plan (provide dimensions for each
item, such as 10 f t 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

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: torr nt
LOT N0.2f33 �-L- PLAN NO>7&,4- bYL-n, PARCEL ID: 14y"43
STREET ADDRESS:©��'-✓ CUi� ��'''L`
make- tart, A/C y
Please print:
Property Owner: �/'�� �f • �v� /o
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
tom,
Nei i-- -',,
of Alit*-y1e4e
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
'101/-
Telephone:
101r
Telephone: 7/.3, `?fY, 3339
7x 7 70, � -e
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
4�62rA-lqz / /4_
Authorized Signature &
Date: t9c Z0/6Date: 19chl " Z /

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SEAWALL LAYOUT FOR ENLARGED ENGINEERED BY DATE 11-15-16 SIGMFICANT CARE AND EFFORT HAS BEEN TAKEN TO
SHEET ENSURE THAT THESE PLANS ARE CORRECT AND
KIM B. WARNER, PE, PUC REV COMP ETE HOWEVER KIM B WARNER, PE, LLC
JACQUELINE AND FRED DUNLOP PARTIAL PLAT 139 COUNTRYWOOD DRIVE REV / ASSUMES NO LIABILITY EXCEPT TO MAKE
204 PIER POINT DR LAKE LURE, NC 28746 SCALE-V=10' FOREST CITY, NC 28043 REV L CORRECTIONS AND REISSUE COPIES AS REQUIRED.
PE NO 19856 COMPANY NO P-1583 REV FILE-KW-DUNLOP SW

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SEAWALL PLANS FOR
LAKE
ENGINEERED BY
DATE 11-1516
REV
SHEET
SIGNIFICANT CME AND EFFORT HAS 8EENTMEN TO
ENSURE THAT THESE PUNS ARE CORRECT AND
JACQUELINE AND FRED DUNLOP
ELEVATION
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
REV
{
COMPLE E. HOWEVER, KIM WARNER, PE, LLC
ASSUMESNO MMILRY EXCEPT TO LWE
204 PIERPOINT DR. LAKE LURE, NC 28746
SCALE-
1l4' = 1' 0'
FOREST CITY, NC 28043
REV
REV
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CORRECTIONS AND REISSUE COPIES ASRECMRED.
PE NO 19856 COMPANY NO P-1583
FILE- KW -DUNLOP SW

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FOOTING DEPTH IS TO BE SUFFICIENT TO PROVIDE COVER SHOWN HERE AND IS
TO BE VERTICALLY ALIGNED SUCH THAT FINISHED HEIGHT INCLUDING STONE ��i �j ''�/G 1 N --
VENEER IS FLUSH WITH THE ADJACENT SEAWALL OWNED BY C. LEMUEL OATS �j B' WI 1 FZ\���\\
12" OPEN BOTTOM BOND BEAM BLOCK AT TOP
COURSE W/ 2 #5 REBAR
STONE VENEER TO OWNER SPECIFICATIONS 4" REINFORCEMENT- #4 REBAR WALL HEIGHT -4" LG,
BONDED AND TIED TO MASONRY UNITS 32" OC, LOCATED 4" FROM FILL FACE OF WALL
#57 WASHED STONE FILL, 12" MINIMUM BEHIND
WALL TO WITHIN 12" OF FINISHED GRADE
SOIL FILTER FABRIC INSTALLED AS SHOWN I I COMPACTED SOIL OR GRAVEL FILL BEHIND WALL
LAKE LURE SPECIFICATIONS _ SOIL FILTER FABRIC INSTALLED BETWEEN SOIL
RIP RAP INSTALLED PER b I I I AND GRAVEL FILL AS SHOWN
9 GA. MIN. LADDER -MESH HORIZONTAL
REINFORCEMENT AT EVERY OTHER COURSE
CONTRACTOR IS RESPONSIBLE FOR DAMP
PROOFING FOUNDATION WALL
2" PVC WEEP HOLES NOMINALLY 8 FT APART
AND 6" TO 10" ABOVE WATERLINE (990.0')
#4 DOWEL 6" X 34", 16" O.C. 4" MAX. FROM
FILL FACE OF WALL
"—" SOIL FILTER FABRIC ENCLOSING 12"X12" AREA
—III— OF GRAVEL AROUND DRAIN PIPE
• _= I I 350OPSI (MIN) CONCRETE FOOTING
I _ (4) #4 REBAR CONTINUOUS AND EVENLY SPACED
I= — #4 REBAR 30" LONG @ 16" OC
#4 REBAR 16" LONG @ 16" OC
#14 REBAR CONTINUOUS
TYPICAL SECTION
SCALE - 3/8" =1'-0"
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DESIGN INFORMATION (APPLIES TO ALL PAGES)
THE DESIGNS PRESENTED ON THIS DRAWING INCORPORATE THE FOLLOWING MINIMUM VALUES.
VERIFICATION OF THE DESIGN ELEMENTS SHOWN ON THESE PLANS DURING CONSTRUCTION IS
THE RESPONSIBILITY OF THE LOCAL AUTHORITY NOT THE DESIGN ENGINEER.
CONCRETE (WHEN APPLICABLE)
MINIMUM 28 DAY COMPRESSIVE STRENGTH
FOOTINGS & WALLS/SLABS
3500 / 3500 PSF
DENSITY
150 PCF
PERFORMING SLUMP
4 INCHES
SOIL (WHEN APPLICABLE)
APPLICABLE)
MINIMUM SOIL BEARING PRESSURE
2000 PSF
MINIMUM SOIL INTERNAL FRICTION ANGLE
30 DEG
COMPACTED BACKFILL DENSITY
100 MPH
SLIDING COEFFICIENT
.35u
IMPORTANCE FACTORS (WHEN APPLICABLE)
WIND
1.0
SNOW
1.0
SEISMIC
1.0
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)
REINFORCING (WHEN APPLICABLE)
SEISMIC USE GROUP
1
ALL REINFORCING STEEL IS TO BE ASTM A615 GRADE 60,
SITE CLASSIFICATION
D
FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318.
SPECTRAL RESPONSE
ALL LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS.
ACCELERATION SDS 39%g, SD1 21%g
STRUCTURAL SYSTEM
MOMENTFRAME
SEISMIC BASE SHEAR
Vx=1.1k, Vy=1.1k
GENERAL NOTES:
ANALYSIS PROCEDURE
EQVLNT LTRL FRCE
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.
FLOOD DESIGNED STRUCTURE:
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.
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