20091110 Ver 1_Shoreline Stabilization_20090919

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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 D @ V tS
Raleigh, NC 27699-1650 O C T 19 2009
L Applicant Information DENR - WATER QUAUTY
WETLANDS AND STORM/WATER BRANCH
1. Owner/Applicant Information
Name: L o W(f ?? '? m Q Y O e X I C D
Mailing Address: ` i Z C Q d ?? I U m Q Y ve._-
C S C- Z ? LPL
Telephone Number: ". 2 7/ Fax Number-
E-mail Address:
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: _ \' 1 VO n y? rV_ MOVI
Company Affiliation: ryce wa r'l ?? v n e ??/ S D n rv,
Mailing Address: &X (`j (?a } ?(l l r (? L k 1 I G
Telephone Number. ,Lt, _Y 2_`1 7 Fax Number:
E-mail Address: V I E., Ci ?1 l ` Z ?? n.t, t . ?. e, ?,
U. 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: 1? U_ 7 y1 ?r ?bv"c? Nearest Town: LW Lure z 7?(
Subdivision name or site address (include phasellot number): Z lit n m c1 I Y-d CG ?,e,
Directions to site please include road numbers, landmarks, etc. (This is not necessary if an adequate
vicinity map is included):
2. Describe the existing land use or condition of the site at the time of this application:
3. Property size (acres): • I Z dC re,6
4.
5.
6. List the type of equipment to be used to construct the project: 61YA 1606
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below the
normal pool lake level in square feet or acres: r `1 3.5a 4.
8.a. 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:
8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted
(number of trees for instance): (42, &(I SS
C, 9ca??
Applicant/.
(Agent's si
Signature Date
is valid only if an authorization letter from the applicant is provided.)
Nearest body of water (stream/river/sound/ocean/lake): Lake ?Ye

Rutherford Co, NC

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Parcels
Tax PIN: 1621671
GPIN:0643209083130000
Account No.: 15077483
Owners Name1: PLEXICO LOWRY D
Owners Name2: PLEXICO MARY W
Address1: 112 CALADIUM DRIVE
Address2:
City: COLUMBIA
State: SC
Zip: 29212
Property Address: 218 HUMMINGBIRD COVE
AC DEED: 0
CALCACRE: 0.12
No. of Bidgs: 3
Deed Bk/Pg: 652/535
Deed Date: 6/23/1995
Land Value: $490,000
Bldg. Value: $66,100
Defr. Value: $0
Total Value: $556,100
Sale Price: $160,000
Neighborhood Code: L30B
Neighborhood Desc.: RESIDENTIAL LAKE
Property Desc.: RES LAKE DRIVE
Zoning:
http://arcims.webgis.net/nc/rutherford/printable.asp?process=id&x2=1049816.6432639&... 10/12/2009
1\UL11V11V1%A L+Vy 11t -- 1 1aluuvav blur - -a- - -
Map/Blk/Lot: 500 1 91
Nbr Land Seg.: 1
Stamps: 320.00
Land Use:
Township Code: 02
Exempt pro:
Exempt amt: 0
Flood P_lain:
St_n br: 218
St_dir:
St name: HUMMINGBIRD
St suffix: COVE
Apt_nbr:
Other Attributes
at point 1049817, 630336
Fire Districts: Voter Districts:
:: FAIRFIELD MOUNTAINS :: Name field not found.
Sheet Index: Watersheds:
Tile: 064320 None
Townships:
:: CHIMNEY ROCK
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal
description". Map information is believed to be accurate but accuracy is not guaranteed.
http:ilwww.webgis.net Anderson & Associates, Inc. http://www.andassoc.com
http://arcims.webgis.net/nc/rutherford/printable.asp?process=id&x2=1049816.6432639&... 10/12/2009
October 5, 2009
To whom it may concern:
We authorize Jay Freeman, IV of Jay Freeman Masonry to pull permits for us for the
renovation of our seawall at 218 Hummingbird Cove, Lake Lure, NC.
Lowry D. Plexico, Jr.
Mary W. Plexico
'?-,a7 t
EXISTING RESIDENCE
woooS ? OO?OO },
0000 ?` ? ,.
00???, - 000
OO? ?' 21,E
WATERS OF LAKE LURE OO0 -- ------ -- ---- --------
O?000QOQOQQOQQOQQOOOOQQQQOOQC?O WATERS OF LAKE LURE
ti
ALL DIMENSIONS ARE APPROXIMATE
WALL SHOWN W/O CAP BLOCK
PLAN VIEW
1/8"= V-91
2' OR 4" CAP BLOCK
TOP COURSE -12" LINTEL BLOCK
W1444 REBAR CONTINUOUS
COMPACTED FILL
UNDISTURBED SOIL
12" OF #57 WASHED STONE
12" MASONRY UNITS, SOLID FILLED WI3500 PSI
CONCRETE, REINFORCED AS SHOWN
1.5" PVC PIPE WEEP/DRAIN HOLE INSTALLED 2" TO 10"
ABOVE EL 990'@ BLOCK JOINT SPACED 8' O.C. MINIMUM
VERTICAL REINFORCEMENT #4 REBAR, SPACED 16" OC
#4 DOWEL, 4"X30" SPACED 16" O.C.
OFFSET 2" TO SHORE SIDE AS SHOWN
#4 REBAR 30" LONG SPACED 32" OC
GEO-TEXTILE, SOIL-SEPARATING,
FABRIC FILTER INSTALLED AS SHOWN
3 PCS #4 REBAR CONTINUOUS IN FOOTING
3500# CONCRETE FOOTING. ESTABLISH FOOTING DEPTH
SUCH THAT 10" MINIMUM SOIL COVER IS PROVIDED
V-0"
8"
6" TO 8" RIP-PAP INSTALLED TO 992' AND
AS PER LAKE STRUCTURE REGULATIONS
GEO-TEXTILE SOIL SEPARATING FILTER FABRIC
INSTALLED AS SHOWN
Z DESIGN/CONSTRUCTION NOTES:
cn 1. RIP RAP DEPTH 24" MINIMUM.
U-1
Q z 2. DEPTH OF FOOTING MAY VARY BASED ON
o _ 0
z -, CONDITIONS. 20" MINIMUM BELOW LAKE BOTTOM
(V X = ON LAKE SIDE.
WATER HEIGHT
n EL=990 FT.
z
C ?
0
ESTIMATED WATER HEIGHT
_
-! I %- Z"' DURING WINTER DRAW-DOWN
EL=985 FT.
1'-0" 1 1'-0" 1 1'-0"
T-0"
DESIGN INFORMATION
THE DESIGNS PRESENTED ON THIS DRAWING INCORPORATE THE FOLLOWING MINIMUM VALUES.
VERIFICATION THAT THESE VALUES ARE MET OR EXCEEDED IS NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER.
SEAWALL DESIGN SHOWN BY KIM B. WARNER, PE, LLC, BASED ON GENERAL LAYOUT FURNISHED BY JAY FREEMAN
CONCRETE (IF REQUIRED) IMPORTANCE FACTORS (WHEN RELEVANT)
MINIMUM 28 DAY COMPRESSIVE STRENGTH WIND 1.0
FOOTINGS 8 WALLS/SLABS 350013500 PSF SNOW 1.0
DENSITY 150 PCF SEISMIC 1.0
PERFORMING SLUMP 41NCHES DESIGN LOADS (WHEN RELEVANT)
SOIL ROOF DL / SNOW 15120 PSF
MINIMUM SOIL BEARING PRESSURE 2000 PSF FLOOR DL / LL 10 /40 PSF
MINIMUM SOIL INTERNAL FRICTION ANGLE 28 DEG WIND 90 MPH
COMPACTED BACKFILL DENSITY EXPOSURE CATEGORY C
SLIDING COEFFICIENT .40u SEISMIC DESIGN (WHEN RELEVANT)
REINFORCING (IF REQUIRED) 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=1.1k, Vy=1.1k
ANALYSIS PROCEDURE EQVLNT LTRL FRCE
MASONRY SEAWALL DESIGN FOR
LOWERY AND MARY PLEXICO
218 HUMMINGBIRD COVE, LAKE LURE, NC 28746
TYPICAL SECTION
3/8" =1'-0"
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PLAN AND
TYPICAL SECTION
SCALE - AS NOTED
NOTES:
THE SEAWALL SHOWN ON THIS DESIGN DOCUMENT IS TO BE CONSTRUCTED DURING THE
2009-20010 LAKE LEVEL DRAW DOWN PERIOD. CONSTRUCTION SHALL NOT BEGIN BEFORE
THE MOISTURE CONTENT OF THE SOIL UNDER THE NEW FOOTING HAS DRIED
SUFFICIENTLY TO PREVENT LEACHING CONCRETE CONTAMINANTS FROM ENTERING THE
LAKE. IN ADDITION, ALL CONCRETE PLACED BELOW THE 990 FOOT ELEVATION SHALL
HAVE BEEN PLACED SOON ENOUGH TO ALLOW A 28 DAY CURE BEFORE CONTACTING
RISING LAKE WATER AT THE END OF THE DRAW DOWN PERIOD.
SIGNIFICANT CARE HAS BEEN TAKEN TO ENSURE THAT THESE PLANS ARE CORRECT AND
COMPLETE AND SATISFY THE DESIGN CRITERIA. HOWEVER, KIM B. WARNER, PE, LLC,
DOES NOT ASSUME LIABILITY FOR ANY DAMAGES DUE TO UNFORESEEN DESIGN LOADS OR
SOIL CONDITIONS THAT WILL NOT SUPPORT 2000 PSF LOADS.
ALL FEDERAL, STATE, LOCAL CODES AND ORDINANCES AND REGULATIONS SHALL BE
CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR THIS RETAINING WALL
AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE
VARIANCES OCCUR. CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING ALL
DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
ENGINEERED BY:
KIM B. WARNER, PE, LLC
139 COUNTRYWOOD DRIVE,
FOREST CITY, NC 28043
PE NO 19856
DATE 9-1-09 SHEET
REV
FREEMAN STONE MASONRY
CONTRACTOR OF1