20191471 Ver 1_More Info Requested_20191118

Strickland, Bev
From: Annino, Amy M
Sent: Monday, November 18, 2019 1:45 PM
To: [e-mail]
Subject: DWR 20191471 Frick - Additional Information Required
Attachments: 20191471 Ver 1-Shoreline Stabilization_20191024.pdf,
SAMPLE_AGENT_AUTHORIZATION_FORM.pdf
Ms. Freeman,
The agent authorization must be signed and dated by the landowner. Please provide this at your earliest convenience.
The original form from the application can be updated, or the attached form may be used.
The Division of Water Resources (Division) has performed a preliminary review of a 401 Water Quality Certification
application submitted for the above referenced project. The Division has determined that your application is incomplete
and cannot be processed. The application is on -hold until all of the following information is received:
1. Page 2 of 4 (of the attached shoreline stabilization application) carries the signature of Yvonne Freeman. In
order for Yvonne Freeman to sign, the application package requires an agent authorization letter from the
applicant. A sample agent authorization letter can be found on the USACE website. [15A NCAC 02H .0502(f)]
Pursuant to Title 15A NCAC 02H .0502, the applicant shall furnish all of the above requested information for the proper
consideration of the application. If all of the requested information is not received within 45 calendar days of receipt of
this email, the DWR will be unable to approve the application and it will be returned. The return of this project will
necessitate reapplication to the DWR for approval, including a complete application package and the appropriate fee.
Amy Annino
Environmental Specialist -Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ - Division of Water Resources
828 296 4656 office
amy.annino(cancdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
<'_'-�Nothlnq Compares.]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

State of North Carolina
Department of Environment and Natural Resources
mmt'� .. I Division of Water Resources
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the a 5 g,. , e should be sent to:
­­p !E� !�Jq, �Lq I
If sending via US Postal Service if sending via delivery service (UPS, FedEx, etc.)
Karen Higgins Karen Higgins
DWR — 401 & Buffer Permitting Branch DWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699-1617 Raleigh, NC 27604
A. Applicant Information 115A NCAC 02h.Q5 IZDa I
L
1. Owner Information
Name:
Mailing Address:
Telephone Number:
E-mail Address:
N
11 Flo MAMR2_04
'J Fax Number
2. Agent/ Contact Person Information
[to
A signed and dated copy of the Agent Authorization letter must be attached if the Agent has
signed this application form. (A form can be downloaded here:
htto://www.%aw.usace.armv.mil/Portals/59/docs/reRulatoiyjre doc Rs/Permits/SAMPLE AGENT AUTHORIZ
Name:
X
Company Affiliation: 6:9�m()L*) AAd-smyu
Mailing Address: RO -&A 1,55
&ik A 2-7 1 b
Telephone Number: Fax Number:
E-mail Address: Ky\J_SfDne m" 9227CO CL01
I
B. Project Information [15A R�,AC 02H .0502(a)& N]
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, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation
or dredging below Full Pond/ Normal Water Level elevations, and construction access
corridors. You may use the Rfi0fiW§0AD@"nd of this application form.
OCT 24 2019
V"tor Resoumes
FORM: SSGP 02-2017 Permitting Sertir,,ji Page 1 of 3

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 oftheproperty (where work is to be conducted) U County: f1 r" Nearest Town: LAeLu t �.
Lake/ river/ ocean adjacent to property: Lake Lc- v--P—
Property size (acres): o _j ;
Subdivision name or site address (include phase/lot number):
b21 Rbl mev' Q& La1CP t.l •rf- MC, a 9-714(,2
Directions to site - please include road names and numbers, landmarks, etc.:
Latitude (in decimal degrees) 35.q X,8: Ili Longitude (decimal degrees) i 9 75ap1
S. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.):
6. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary):
-IOU ©� +hc c�4ob y t e- D 2fe- . c ey-mnwv of S/PL6rYr (I .
7. Will work be conducted from land? From water? ❑
8. Total amount of impacts below the normal pool lake level / Normal Water Level
Permanent impacts (including all excavation, backfill, rip rap, retaining walls, etc.) in square feet:
Temporary impacts in square feet:
9. Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet
land -ward
Permanent impacts (including back fill, excavation, rip rap, retaining walls, etc.) in square feet:
200sic
Temporary impacts (temporary clearing, construction corridor) in square feet:
10. 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): ^e r ount&
allaI 111 -V'ty
11. Sig ature
to
gner/Agent's Signature* [15A NCAC 02 .05O2(fi1 Date
'Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 02-2017 Page 2 of 4

August 30, 2019
Authorization is hereby given for Freeman Stone Masonry to be our agent of record
as related to permitting issues for replacing our seawall at 321 Holmes Road, Lake
Lure, NC 28746
Kenneth E. and Jean R. Frick
313 Glendalyn Place
Spartanburg, SC 29302
H: 864-585-1596
C: 864-542-4261

Map'sz Your location to 321 Holmes Rd, Lake Lure, NC 28746 Drive 8.7 miles, 20 min
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SEAWALL DESIGN FOR
JEAN AND KENNETH FRICK
321 HUM RD. LAKE LURE, NC 28746
PROPERTY PLAT
ENGINEERED BY
DATE
SHEET
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(EXISTING)
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Waters o
.�a Lake Lure
NEW MASONRY WALL WITH STUCCO FINISH /
ON LAKE FACE, TOP AND 6" ON SHORE SIDE, /
BACKFILLED TO WITHIN 3" OF TOP. /
APPROXIMATE LENGTH 37'-g'
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DISTURBED AREA = 300 SQ. FT. y
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SLOPE GRADE AWAY FROM
/
WALL AT WALL
T.O.W. IS PROPOSED TO BE TWO
/
FEET ABOVE THE EXISTING WALL.
THE ESTIMATED WALL HEIGHT IS
V-8" OR LESS.
--
OPEN BOTTOM BOND BEAM IN
TOP COURSE WITH (2) #5 REBARS
AT EDGES AS SHOWN
COMPACTED SOIL FILL
STUCCO FINISH -LAKE FACE,
TOP AND 6" ON BACK
12" STEEL REINFORCED SOLID
FILLED CMU WALL
12" OF WASHED STONE
HORIZONTAL REINFORCEMENT-
=
LADDER TYPE REINFORCING IN
S2
EVERY OTHER COURSE
w
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VERTICAL REINFORCEMENT-#4
1,7'e5
BARS IN EVERY OTHER BLOCK
VOID (16" OC) CENTERED IN VOID
2" PVC DRAIN PIPE IN FIRST JOINT
ABOVE 990.0 AT 8 FT. INTERVALS
#5 REBAR DOWEL 30" X 6", 8" OC
TOWARD BACK OF VOID
LAKE EL 990.0'
COMPACTED SOIL FILL 8"
.:
MIN AT FACE OF WALL
_ #4 BARS 2'-6" LONG SPACED 16" OC
3W X 12" 350OPSI CONCRETE
s FOOTING W! 12" DEEP X 12" WIDE
KEYWAY. REINFORCED WI444
BARS CONTINUOUS,10' APART,
r AND 3" FROM BOTTOM OF FOOTING,
INSTALL VERTICAL #4 BARS 16"
+�++ LONG APPROXIMATELY CENTERED
IN KEY SPACED 16" OC..
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WALL SECTION (8'-8" TALL)
SCALE - 3I8" =1 "-®"
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FOR MASONRY WALLS
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 & WALLMLABS
3500/3500 PSF
DENSITY
150 PCF
PERFORMING SLUMP
41NCHES
SOIL (WHEN APPLICABLE)
MINIMUM SOIL BEARING PRESSURE
2500 PSF
MINIMUM SOIL INTERNAL FRICTION ANGLE
30 DEG
COMPACTED BACKFILL DENSITY
SLIDING COEFFICIENT
.35u
IMPORTANCE FACTORS (WHEN APPLICABLE)
WIND
1.0
SNOW
1.0
SEISMIC
1.0
DESIGN LOADS (WHEN APPLICABLE)
ROOF OL 1 SNOW
15120 PSF
FLOOR & DECKS DL / LL
10140 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, SD121 % g
STRUCTURALSYSTEM MOMENTFRAME
SEISMIC BASE SHEAR Vx=1.ik, Vy=1.lk
GENERAL NOTES: ANALYSIS PROCEDURE EQVLNT LTRL FRCE
1. GLOBAL STABILITY AND SEISMIC LOADING HAVE BEEN CONSIDERED BV THIS DESIGN.
2. HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE
PROVIDED (PER PLAN DETAILS WHERE APPLICABLE) SUCH THAT HYDROSTATIC LOADING IS DISSIPATED.
THE TYPICAL WALL SECTIONS PRESENTED IN THESE DRAWINGS ARE INTENDED TO BE
USED TO CONSTRUCT A RETAINING WALL TO TAKE THE PLACE OF AN EXISTING
DETERIORATING STONE WALL. THE NEW WALL IS TALLER THAN THE EXISTING WALL
AND SHALL BE LOCATED IN THE APPROXIMATE LOCATION OF THE OLD WALL.
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SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID:
STREET ADDRESS:
Please print:
Property Owner:
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
of
(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):
Telephone:
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature Authorized Signature
Date: Date: