20160553 Ver 1_401 Application_20160531

PAID
Kim B. Wamer PE PLLC
Firm Number P-1583
•
139 Countrywood Drive
Forest City, NC 28043
•
Phone/Fax [phone]
Cell [phone]
Email — wamernawty com
KiM B. WARN RPE PLLC
201 60 5.53
May 27, 2016
CA Ro�V.,
f� L
of Water Resources
19856 /1Division
Wetlands, Buffers, Streams — Compliance and Permitting UnitG;NE`�`��`\�
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: 401 Water Quality Certification Application7 V
G. Elton Todd Residence — 517 Holmes Rd.. MAY 3
Lake Lure, NC 28746 1 ZQ 16
To whom it may concern,
Contained in this package are documents pertaining to the proposed addition of rip rap
reinforcement to the seawall at the G. Elton Todd residence in Lake Lure, NC. The rip rap
protects the shoreline from erosion, it reduces the bathtub effect and it improves the habitat
for trout proliferation. The Todd home is located on the main channel of the lake which
according to Section 94.07 of the Lake Structures Regulations requires reinforcement of the
shoreline using the criteria for extreme stabilization. Extreme stabilization requires that rip
rap be installed to a height of two feet above the normal lake level. The Todd revised plans
call for installation of rip rap per the Town of Lake Lure's requirements as contained in the
Lake Structures Regulations. The plans indicate the areas where the rip rap will be installed.
By copy of this letter, Mr. Todd respectfully requests that a 401 Water Quality Certification
be issued for this project. If you have any questions or concerns, please contact me at one of
the numbers listed above.
Sincerely,
Kim B. Warner
. . . 0 . . . . . . 0 0 . 0 . . . . . . . . . . . . . .

401 WATER QUALITY CERTIFICATION
Abbreviated Application Form
The following is an abbreviated application form for those applying for a 401 Water Quality
Certification to impact FERC (Federal Energy Regulatory Commission) regulated and US
Army Corps of Engineers Reservoir owned/regulated lake shore or bottom under the U.S.
Army Corps of Engineers Permit GP30 and other lake shore or bottom under the U.S. Army
Corps of Engineers Permit GP80. 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 Resources 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 Resources
Wetlands, Buffers, Streams - Compliance and Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
1. Applicant Information
1. Owner/Applicant Information
Name: G. Elton Todd
Mailing Address: 1951 Gibb Shoals Rd.
Greer, SC 29650
Telephone Number: 864.616.4399 Fax Number: n/a
E-mail Address: [e-mail]
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: (N/A)
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.
1. Location:
County: Rutherford Nearest Town: Lake Lure
Subdivision name or site address (include phase/lot number): 517 Holmes Rd.
Tax Pin no. 227966, Map/ Blk/ Lot, 510 / 1 / 3
Directions to site please include road numbers, landmarks, etc. (This is not necessary
if an adequate vicinity map is included): See Vicinity Map
2. Describe the existing land use or condition of the site at the time of this application:
Site was fully developed with multi -bedroom house, decks and parking. (reconstruction)
3. Property size (acres): 0.61 acres
4. Nearest body of water (stream/river/sound/ocean/lake): Lake Lure
5. Describe the purpose of the proposed work: The existing seawall is not protected
from wave action of the lake. The property is in an area where extreme stabilization is
recommended. The homeowner wishes to protect his seawalls.
6. List the type of equipment to be used to construct the project: River stone will be placed
manually beginning at the north end of the property. Area is not accessible to heavy
equipment.
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below
the normal pool lake level in square feet or acres: approx 300 sq. ft.
8a Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls,
etc.) above the normal pool lake level and 50 feet land -ward in square feet or acres:
less than 300 sq. ft.
8b Please describe vegetation above the normal pool lake level and 50 feet landward to be
impacted (number of trees, for instance): No impact. All rip rap to be installed on lake
side of seawall.
Applicant's Signature Date

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REV �2-16 ASSUMES NO LIABILITY EXCEPT TO MAKE
139 COUNTRYWOOD DRIVE vERIFWG ALL DIMENSIONS AND IXISTRM. CororrlONs VARUTXNS SHALL BE
FOREST CITY, NC 280143 REN 5-05-16 BROUGHT TO THE THE ATTENTION OF THE ENGNEER OR HOIEOINERR
R FOR CORRECTIONS AND REISSUE COPIES AS REQUIRED
517 HOLMES RD. LAKE LURE, NC 28746 USE GRAPHIC SCALE PE NO 19M REV RESOLUTION
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RETAINING WALL REPAIR PLAN FOR DRAWINGS BY DATE fr315 ALL FEDERAL, STATE LOCAL CODES ORDINANCES AND REGULATIONS SHALL BE SIGMRCANT CARE AND EFFORT HAVE BEEN TAKEN
SHEET ORIGINAL PLAT CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR THIS BUILDING TO ENSURE THAT THESE BANS ARE CORRECT AND
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CU °VEACTOR18R RESPONSIBLE
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KIMBWARNER,PE,LLC MFEREVAWANCE60CCURCONTRACTORISREfiPW5BEF0itfifCJ(NGND COMPLETE HOWEVER,KIM BWAANET�PELLC
REV �2-16 ASSUMES NO LIABILITY EXCEPT TO MAKE
139 COUNTRYWOOD DRIVE vERIFWG ALL DIMENSIONS AND IXISTRM. CororrlONs VARUTXNS SHALL BE
FOREST CITY, NC 280143 REN 5-05-16 BROUGHT TO THE THE ATTENTION OF THE ENGNEER OR HOIEOINERR
R FOR CORRECTIONS AND REISSUE COPIES AS REQUIRED
517 HOLMES RD. LAKE LURE, NC 28746 USE GRAPHIC SCALE PE NO 19M REV RESOLUTION
FNENAl1E KMFTODD HH1C1L PERS/

16" Red Oak
14" Maple
Oak Stump
0
18" Red Oak
hcrete Parking
Deck
WV
10"
AREA OF DISTURBANCE
APPROXIMATELY 2955 SQ FT
010" Maple
Rock Patio
Trench Drain I
PIERS.
E WILL BE RI -MO FC -Q FROM a"
LANDING BY 0TH
Stump
10"
—ocx-
K'o�j
THREE UNITS NOT INSTAI
WARRANTED BASED OP
•
S68 `33 '4 7
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NOMINAL 7'-4" RETAINING WALL
MEASURED FROM EXISTING GRADE.
ACTUAL WALL HEIGHT NOT TO
RIP RAP INSTALLATION BEGINS HERE
USING RIVER STONE FROM ROCK
FACING WALL (TO BE REBUILT)
o
ELEV.
2 VIEW
A
A
.� 3
KIM B. WARNER, PE, LLC
3 Dock
AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN DESCRIBED OR IMPLIED
NOMINAL 12' TALL PORTION OF WALL
%
NOT TO EXCEED 12'-0" IN LENGTH
{'
-AREA OF DISTURBANCE
AMOXIW 29 65,04.0 FT
l RIP RAP INSTALLATION CONTINUES
SOUTH OF DOCK DEPENDING ON
MATERIAL AVAILABILITY r
u I•
DRAWINGS BY
DATE E315
`THIS
AND EFFORT AVE BEEN
KIM B. WARNER, PE, LLC
FIELD PED AUNIT CO, _
AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN DESCRIBED OR IMPLIED
•
NOT BE INSTALLED DUE TO THE PRESENCE
{'
3
OF AN OVERSIZE CONCRETE FOOTING
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
REV 4-26-16
VERIFING ALL DIMENSIONS AND EXISTING COKDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE THE ATTENTION OF THE ENC44EER OR HOMEOWNER FOR
iIPuIP(1RTQ(\ITI
PE NO 19M
REV 5-02-16
PIN NEW WALL TO EXISTING WALL WITH #4
BARS 12" LONG SPACED 2'-0" OC VERTICALLY
Oa St
AND DRILLED NOMINAL 4" INTO EXISTING WALL
4
PORTIONS OF WALLS NOT SHOWN WITH
12"
I � 1�
4 HATCHING ARE TO REMAIN INTACT.
Q
-!
°" "" I: CONTRACTOR IS RESPONSIBLE FOR
I 5 INSPECTING, REPAIRING AND
ple REINSTALLING ALL STORM DRAINS
I ELEV. Waters of
I • 6 VIEW Lake Lure
I [� B,C,D
12 SID o THESE TWO EXISTING WALLS AND FOOTINGS TO BE
i o REMOVED AND REPLACED WITH NEW 12" SOLID FILLED
• i' U MASONRY WALLS WITH STONE VENEER TO MATCH EXISTING
I
25' TROUT BUFFER
10" M°II Q
3 �
• - 30K HELICAL CONSTRUCTION PIERS APPROXIMATELY
`' EIGHT FEET APART, 8 UNITS SHOWN
I o �-
`� 30K HELICAL PIERS APPROXIMATELY SEVEN FEET
I APART, 18 UNITS SHOWN (PREVIOUSLY INSTALLED)
I
I I
1 '
TOP OF WALL TO BE 2'-0" LOWER THAN ADJACENT WALL
-- PATIO SLAB AND SOFT FILL BELOW TO BE REMOVED, REPLACE
I L _ FILL WITH #57 WASHED STONE OVER TERRATEX GS GEOTEXTILE
LL I n I I FABRIC. POUR 4" REINFORCED SLAB, THICKENED TO 6" AT
EDGES AND PINNED TO STONE WALL W/ #4 BARS 18" OC. SLAB
m I 12 REINFORCEMENT TO BE #4 BARS 18" OC EACH WAY OR 6X6
W1.4/1.4 WELDED WIRE MESH.
Occ
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cyl 0Q``�Nn1sy��/�//i
Trench Drain �`� F 70 �.
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PROPOSED SCOPE OF WORK
INCLUDES AREA NORTH OF PATIO AND ACCESS STAIRS ON
SOUTHEAST SIDE OF PROPERTY
1) REMOVE SHRUBS, LOWER SECTION OF STAIRWAY, AND LOWER
RETAINING WALL AND FOOTING TO NORTH PROPERTY LINE
2) POUR NEW FOOTING AND CONSTRUCT NEW 8'-12' RETAINING WALL
3) REBUILD LOWER PORTION OF STAIRWAY
4) REMOVE MIDDLE AND UPPER RETAINING WALLS AND SHRUBS
5) INSTALL HELICAL PIERS TO SUPPORT FIRST LEVEL RETAINING WALL
' 6) INSTALL NEW REINFORCED FOOTING TO SUPPORT MIDDLE AND UPPER
” REPLACEMENT RETAINING WALLS
7) CONSTRUCT REINFORCED RETAINING WALLS USING 12" MASONRY
UNITS. APPLY STONE VENEER TO ALL RETAINING WALL FACES
8) REMOVE PATIO SLAB AND FILL AND REPLACE WITH WASHED STONE FILL
AAIr1 KIMA1 0CIAIC(1Dr`Cr1 QI AR /DATIr) DCDAID KAAV oc I nKiC: AAIVTIhAC:1
RETAINING WALL REPAIR PLAN FOR SHEFT
ELTON TODD 2
517 HOLMES RD. LAKE LURE, NC 28746
PLAT
DRAWINGS BY
DATE E315
ALL FEDERAL, STATE, LOCALCODES, ORDINANCESAFDREGULATIONS SHALL BE
CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR THIS BUILDING
AND EFFORT AVE BEEN
KIM B. WARNER, PE, LLC
REV 8-21-15
AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN DESCRIBED OR IMPLIED
ANDPARTIAL
TONISURETHAT THESE
TO ENSURE THAT HESE PLANS PRE CORRECT AND
ARE
COMPLETE. HOWEVER, KIM B. WARNER, PE, LLC
REV 302-16
I
WHERE VARIANCES OCCUR. CONTRACTOR IS RESPONSIBLE FOR CHECKING AND
1
SCALE 1" = 10'
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
REV 4-26-16
VERIFING ALL DIMENSIONS AND EXISTING COKDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE THE ATTENTION OF THE ENC44EER OR HOMEOWNER FOR
ASSUMES NO LIABILITY EXCEPT TO MAKE
CORRECTIONS AND REISSUE CORES AS REQUIRED
PE NO 19M
REV 5-02-16
REsaDrroN
FILENAME KW TODD HELICAL PIERS3