HomeMy WebLinkAbout20130425 Ver 1_Shoreline Stabilization_2013042220130425
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 seven (7) 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 of 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
Raleigh, NC 27699 -1650
L Applicant Information
1. Owner /Applicant Information
Name: LW G, SEt-f 316116 IAAP-TMC -► skt" - nW11*6
Mailing Address: 2314 O' OEM-5 142 . EAST
Telephone Number:
E-mail Address:
C14 Ag.wiTe t 13 G Z 8 2o7
?D 4. 3 161
A Fax Number.
LOV. S£I.F ® GMs .91 - . %<-. US
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:.Idm 0--
Company Affiliation: :KLM 1;. WA>� C-r- -ft LLt-
Mailing Address: 13q mwrwuaop OQ. T�mg"r- Ci3u ML 2904-;
Telephone Number: Z9. 429. Z46 6i Fax Number. $2S. ZA 9. lZ46
E -mail Address: WAS IL a gc;ry , GaK
IL 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.
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1. Location
County: I-lf 14figsMy . Nearest Town: LAM LUg
Subdivision name or site address Cmclude phase/iot numbea): YACAIT IlIo y 12VV6
Directions to site please inch & mad numbers, landmarks, etc. (This is not necessary if an adequate
vicinity map is included): WOWN Olin gMPIAL VVY AT LAW- L *6 Ft
SiASj a� � ,r0 CMA(U VPf* �VP,%Vg IJ14140 to i n-ro ACA CW I5LAO tiQ
2. Describe the existing land use or condition of the site at the time of this application: -�
3. Property size (acres): -1Q A CIO
4. Nearest body of water, (stceamfrivedsound/orean/lake): L.A Wit
5. Describe the of the proposed work: !9GLI UM26— 4 WD- N114&11
LAY. W#tK*, AuD LAM �'
6. List the type of equipment to be used to cow the project: �aW-A"`
7. Amount of impact Cuffing all excavation, backfill, rip rap. retaining walls, eta) below the
nomtal pool lake level in square feet or acres: too Tb SO f ,rq`'-
8.a. Amount of impact ('including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
above the pool lake level and 50 feet land- ward in square fleet or acres:
*6 ASTa44-AE2 RKAw19s Auy fla-Mg
T
8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted
(number of trees for instance): up ?lS — o11t!{ E�t14i'! IIlr �f P�+AS�
WIRM Ulu- L4 99?LAMV
Date
4
(Agent's signature is valid only if 'on letter farom the applicant is provided.)
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CRAIG V. MUWKIN
and ruffs
PAULINE O. MULLIKIN
D8 703440
and wife
NANCY D. PINNEY
DB 721M
LINE TABLE
UNE
BEARING
DISTANCE
L1
3
44.53
L2
S13*01'110E
7.71
L3
S01*12*56*E
7.70
L4
S1 4007'55"W
16.60
PROPERTY CORNER MEND
• EXISTING IRON PIN (EIP)
O NEW IRON PIN (NIP)
• POINT
Q NAIL OR RAILROAD SPIKE
HYDRANT
❑ TELEPHONE PEDESTAL (PED)
LIGHT POLE OR LAMP
cO,a UTILITY POLE
O WATER METER (wm)
® SEWER MANHOLE
QO CONCRETE MONUMENT
® RIGHT OF WAY MONUMENT
Q STONE
I. NATHAN ODOM certify that under my supervision
this Map was drawn from an actual field survey,
that the Error of Closure is 1: 10000 that
the boundaries not surveyed are shown as broken
lines plotted from information in book
page — - WITNESS my hand and seal this
77H day of June A.D 2009.
Signature
Land Surveyor
Licensure Number L -2718
LAKE LURE
WATER ELEVATION
990
LOU CECIL SELF
and
MARTHA CECIL JONES
DEED BOOK 350 PAGE 187
TAX MAP 504 BLOCK 1 PARCEL 12
TAX PIN 217869
ZONING: R -1
CHIMNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC
FIELD: N. MOM MAP: N. ODOM
DATE: JUNE 7, 2009 MAP#: 22341
GRAPHIC SCALE
e to 20 40
1 INCH = 20 FEET
PROFESSIONAL SURVEYING SERVICES
206 N. MAIN STREET
P.O. BOX 1161
RUTHERFORDTON. NC 28139
PHONE: (828) 287 -7059
so
19866 A \63
'loNGI
e'wok x
SEAWALU RETAINING WALL DESIGN FOR
EXISTING
SHEET
ENGINEERED BY
DATE 4 -IS-13
SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN
KIM B. WARNER, PE, LLC
TO ENSURE THAT THESE PLANS ARE CORRECT AND
JONES/
SELF
PLAN
139 COUNTRYWOOD DRNE
�
COMPLETE KIM B WARNER, PE, LLC ASSUMES NO
AND
REV
LIABILITY EXCEPT TO MAKE OORREC11ONS
146 YACHT ISLAND DR. LAKE LURE, NC 28746
SCALE - t • = 20'
OF 6
FOREST GTY, 8 NC 68 28043
PE NO 198
REV
REISSUE COPIES AS REQUIRED
F0.ENAMEKNNONESM3
PROJECT NEED:
THIS SEAWAW RETAINING WALL PROJECT IS DESIGNED TO REPLACE AN EXISTING RETAINING WALL THAT WAS INSTALLED 3 YEARS AGO AND A SEAWALL THAT WAS INSTALLED MORE
THAN 30 YEARS AGO. THE GROUND ABOVE THE OLD SEAWALL WAS NOT PREPARED TO SUPPORT THE LOADS IMPOSED BY THE NEWLY CONSTRUCTED WALLS ABOVE R. IN ADDmON,
EXISTING GUTTERS AND DOWNSPOUT DISCHARGES WERE NOT PROPERLY DIRECTED AWAY FROM THE WALLS. THESE CONDITIONS LEAD TO THE FAILURE OF BOTH THE UPPER
WALLS AND THE SEAWALL BELOW. 19856
THE NEW PLAN CALLS FOR A NEW TALL SEAWALL WITH A %MIER RETAINING WALL ABOVE R. THIS TWO TIERED DESIGN STARTING WITH THE NEW SEAWALL IS NECESSARY TO i row,4F�r
ENSURE THAT THE BASE IS PREPARED FOR THE ULTIMATE LOADING OF THE WALLS AND TO ENSURE THAT THE HOME IS PROTECTED FROM EROSION OF THE BANK BETWEEN THE �� e
HOME AND THE LAIQ:. THE NEW WAILS WILL END AT A HIGHER ELEVATION THAN THE EXISTING WALLS TO REDUCE THE EROSION COMING FROM THE AREA ADJACENT TO THE HOUSE /�ti!
f W
ABOVE THE CONSTRUCTION AREA.
R IS THE OPINION OF THIS ENGINEER THAT IF INS PROPOSED REPAIR E NOT COMPLETED IMMEDIATELY (BEFORE THE END OF SUMMER), PORTIONS OF THE RESIDENCE ABOVE MAY
BE IN DANGER OF FAILURE BECAUSE OF THE LACK OF SUPPORT FROM ADJACENT SOILS UNDER THE FOUNDATION OF THE HOME.
THIS ENGINEER ACCEPTS NO IMPLIED OR ACTUAL RESPONSIBILITY FOR PARTIAL OR COMPLETE FAILURE OF HOME FOUNDATION DURING THE DEMOLITION OR CONSTRUCTION PHASE
OF THIS PROJECT. ONCE COMPLETE, THE TIERED RETAINING WALL SYSTEM WILL SUPPORT THE ANTICIPATED DESIGN LOADS AS REQUIRED BY THE NC BUILDING CODE.
CONSTRUCTION PLAN DURING
FULL POND CONDITIONS
(LAKE ELEVATION = 990.01)
SANDBAGS AS REQUIRED
4 TO 8 MIL PLASM r$. III_ —III _III = III_ -I
LAKE LUREELEV990' (i I— III — III —I I I—
FOR SEAWALL CONSTRUCTION DURING FULL POND CONDITIONS, THE
FOLLOWING INSTRUCTIONS APPLY:
1) EXCEPT FOR THE INSTALLATION OF THE TEMPORARY SANDBAG WALL AND THE FIRST 2 TO 4
COURSES OF SEGMENTAL BLOCK THE SEAWALL WILL BE CONSTRUCTED FROM THE LAND
SIDE OF THE WALL DISTURBANCE To THE LAID: SHALL BE MINIMIZED.
2) CONSTRUCT TEMPORARY SAND BAG WALL ALLOWING APPROXIMATELY Sr IN RRONT OF
PROPOSED FOOTING LOCATION FOR ACCESS TO FOOTING AND BLOC( DURING
CONSTRUCTION
3) PROVIDE 4 TO 6 MIL PLASTIC BARRIER ON LAID? SIDE OF TEMPORARY WALL
4) PUMP WATER FROM SEAWALL SIDE OF TEMPORARY WALL.
5) CONSTRUCT 2 TO 4 COURSES OF THE SEAWALL TO ENSURE THAT THE TOP IS ABOVE FULL
POND (EL = 990.0)
R) RFWWF TFMPORARY qW RAN; WAI I ANn f=m v: fYhN4TRIN:TIfw TQ fXNIPI mm
RIPARIAN BUFFER SEEDING PLAN
SEEDING SEED PROTECTION:
1. Men* seeded am wilh and 04 amuncl area pwpW y. Set sf n heW W 6'
SEED RATE 1/21.13 PER 1,000FT2. 2. Cover seed sbpeswhom grade is ianes per fdorgmaterwith erosion %bdm Ralf fabric oft
ESTIMATED AREA OF DISTURBANCE 1,500 FT2 s4m williml &ddft or ptft.
3. Lay fabric sm ft on surface, bury top end dean secmn In 6 Roth dew excavated topes trench.
20% Deertongue,'Tloga' (Panicum clandestinum (Dic hanthelium c.)) Provide 12 Inch overlap ofedsm t rolls. BadM trench and mke smoolh, dal with went sob.
20% Indiangmss,'Bother' (Sorghastrum nutans) 4. Sean wWb edps and overlaps at 36 huh hWvWs with stakes.
20% Virginia Wildrye,'Stither' (Elymus virginicus) 5. CONY dress doW with tpW to wisure doss 0wft Www Wft and soil'
6. At sides of domes, by laix in detection of water flow. Lap ends and edges mhmum 6 Mm.
209�o Raltop Paniograss (Panicum rigidulum (P. stipitatum))
18% Big Bluestem,'Suthee (Andropogon gerardii) MAINTENANCE PLAN:
2% Winter Bentgrass, (Agrostis hyemalis) 1. Al emsin, wdse&nlentoonaolpmctoeswill bechedW for stat ly andoperatm Mmvng emery
NC MOUNTAIN RIPARIAN BLEND AVAILABLE FROM udN � but m no cue Im than once every week any Treaded repairs will be made
immediate► to mairdn an pracaoe9 as awned.
ERNST CONSERVATIVE SEEDS 2 All seeded areaswig be reseeded as►tamaq aingto qmdflcdm in order to maintain a dense
WWW.ERNSTSEED.COM vegaWW war.
Apply 10 -10-10 fertilizer at a rate of 201b r 100Oftz in a 3. Peenanent rave grass species required may W a up tD two years forestabbhment, n ding on site
per
condlt L if oft spades have overfalm the area in the tirst year of ssWlAwt, ft lnvwN
one time application. Ongoing fertilization is prohibited Weft must be mff*vW tDallow mkm species toth W.
SEAWALL AND RETAINING WALL DESIGN NOTES:
1. SOIL LOADINGS CONSIDERED IN THIS DESIGN AND CALCULATIONS ARE BASED ON THE FOLLOWING PARAMETERS:
FRICTION ANGLE COHESION UNIT WEIGHT SOIL TYPE
INFILL SOIL 42 DEG 0 PSF 120 PCF WELL COMPACTED SILTY, SANDY CLAY
RETAINED SOT. 42 DEG 0 PSF 120 PCF WELL COMPACTED SILTY, SANDY CLAY
FOUNDATION SOIL 42 DEG 0 PSF 120 PCF WELL COMPACTED SILTY, SANDY CLAY
2. GLOBAL STABILITY AND SEISMIC LOADING ARE NOT CONSIDERED IN THIS DESIGN.
3. HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE PROVIDED
SUCH THAT HYDROSTATIC LOADING DOES NOT DEVELOP IN THE REINFORCED ZONE.
4. ANALYSIS ASSUMES FILL PLACEMENT IN 8 INCH LIFTS COMPACTED TO 100% STANDARD PROCTOR COMPACTION
TEST FREQUENCY SHALL BE DETETBMINED BY THE ENGINEER OR AS OTHERWISE SPECIFIED.
5. RETAINING WALL UNITS AND INSTALLATION SHALL CONFORM TO THE MANUFACTURERS SPECIFICATION GUIDELINES,
GEOGRID REINFORCEMENT SYSTEMS SPECIFICATION GUIDELINES, AND WATER MANAGEMENT SPECIFICATION GUIDELINES.
SEAVVALU RETAINING WALL DESIGN FOR
SPECIFICATIONS
SHEET
ENGINEERED BY
DATE 4-16-13
SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN
JONES/ SELF
AND NOTES
L n
KIM B. WARNER, PE, LLC
139 COUNTRYWOOD DRNE
REV
REV
TO ENSURE THAT THESE PLANS ARE CORRECT AND
COMP LE M WARNER, PE. LL UMES NO
146 YACHT ISLAND DR. LAKE LURE, NC 28746
SCALE -NONE
OF 6
FOREST TY, NC 28043
G
PE NO 19856
REV
REV
EXCEPT TO MAKE CORRECTIONS
REISSUE COPIES AS REQUIRED
FILINAME- KWJONESM3
SEAL -
�, L-2718
JOHN R. HUBBARD,
DOUGLAS G. HUBBARD
WW NANCY H. ANDREWS
and w►fe
NANCY D. PINNEY
DB 721/293
LINE TABLE
LINE
BEARING
DISTANCE
L1
S33'S2'12 "E
44.53
L2
S13'01'11 "E
7.71
L3
S01*12'56 0E
7.70
L4
S14- 07'55 "W
1 16.60
PROPERTY CORNER LEGEND
• EXISTING IRON PIN (EIP)
O NEW IRON PIN (NIP)
• POINT
Q NAIL OR RAILROAD SPIKE
HYDRANT
❑ TELEPHONE PEDESTAL (PED)
* LIGHT POLE OR LAMP
cQ> U77LITY POLE
® WATER METER (wm)
® SEWER MANHOLE
❑O CONCRETE MONUMENT
® RIGHT OF WAY MONUMENT
Q STONE
1, NATHAN ODOM certify that under my supervision
this Map was drawn from an actual field survey,
that the Error of Gosure is 1: 10000 that
the boundaries not surveyed are shown as broken
lines plotted from information in book
page . WITNESS my hand and seal this
7TH day of June A.D 2009.
Signature
Land Surveyor
Licensure Number L -2718
LAKE LURE
WATER ELEVATION
990
IIETANrOwa L(NDTSIIO"
kWFOUM(sue
LOU CECIL SELF
and
MARTHA CECIL JONES
DEED BOOK 350 PAGE 187
TAX MAP 504 BLOCK 1 PARCEL 12
TAX PIN 217869
ZONING: R -1
CHIMNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC
FIELD: N. ODOM MAP: N. ODOM
DATE: JUNE 7, 2009 MAP# 22341
GRAPHIC SCALE
20 0 10 20 40
1 INCH = 20 FEET
PROFESSIONAL SURVEYING SERVICES
206 N. MAIN STREET
P.O. BOX 1161
RUTHERFORDTON, NC 28139
PHONE (828) 287 -7059
19856
GIN
13 W;
SEAWALU RETAINING WALL DESIGN FOR
SHEET
ENGINEERED BY
DATE 41613
SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN
JONES/ SELF
PLAT
3
KIM B. WARNER, PE, LLC
139
REV
REV
TO ENSURE THAT THESE PLANS ARE CORRECT AND
COMPLETE KIM B WARNER, PE, LLC ASSUMES NO
SCALE -1"= 20
COUNTRYwOOD DRIVE
FOREST CITY, NC 28043
REV
LIABILITY EXCEPT TO MAKE CORRECTIONS AND
146 YACHT ISLAND DR. LAKE LURE, NC 29746
OF6
PE NO 19856
REV
REISSUE COPIES AS REQUIRED
�. �.,...� _...,..._�_
MULLICAN PROPERTY LINE TO
HUBBARD SEAWALL 3.25'
I
+
i�
is
I CRAIG AND PAULINE MULLIKIN SEAWALL TO BE
REPLACED AS PART F TOTAL PROJECT
BOATHOUSE
6, E 49.8' PROPERTY LINE TO
PROPERTY LINE ALONG
1 SHORELINE. FLA�
li I i ii'
SEEpG 3P%
\ \ \\`\,V\ t ' \ \
TRANSITION WALLS SMOOTHLY
INTO FACE OF BANK
f
0
\ °0
DECKING
-- BFE = 998.1
TOP OF SEA WALL
ELEVATION 9953
L1
TOP OF UPPER WALL
ELEVATION 10133
FLAT AREAS FORMED BY
RETAINING WALLS TO BE
SEEDED WITH NC MOUNTAIN
RIPARIAN BLEND SEEDS
(ERNSTSEED.COM)
1
i
d
O� � n walk
1 i � I
' i TRAN ITION VIiAI.L
SMQOIIHLYIINTO FA
�B�K
i I
BFE = 998.1
\ \ \\�\ 1 CA
\OQ- `���►uuu��i�,
_ a ��' 13
19856 116
�N
/li;, a W i R \ \\
LAKE LURE
WATER ELEVATION
990
lo tjZ
!\"v�%
1
EXISTING UI
TO BE REM
TOP OF LOWER WALL
ELEVATION 1004.0'
L4
RETAINING WALL (NOT SHOWN',
AND REPLACED (SHOWN)
LOWER SEAWAL M(
AND REPLACED WITH TALLER
WALL IN SAME LOCATION
L2 DECKING
EXISTING SEAWALL JOI
TOP OF SEA WALL
ELEVATION 994.0'
al
BOATHOUSE
SEAWALL/ RETAINING WALL DESIGN FOR
SHEET
ENGINEERED BY DATE 416-13
SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN
JONES/ SELF
P LAN
A
KIM B. WARNER, PE, LLC REV
REV
TO ENSURE THAT THESE PLANS ARE CORRECT AND
COMPLETE. KIM B. WARNER, PE, LLC ASSUMES NO
SCALE AS NOTED
`t
139 COUNTRYWOOD DRIVE
FOREST CITY, 28043 REV
LIABILITY EXCEPT TO MAKE CORRECTIONS AND
146 YACHT ISLAND DR. LAKE LURE, NC 28746
OF 6
PE NO 198855 6 REV
REISSUE COPIES AS REQUIRED.
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146 YACHT ISLAND DR. LAKE LURE, NC 28746
FLAT
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SHEET
KIM B. WARNER, PE, LLC
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ELEVATION
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139 COUNTRYWOOD DRIVE
SCALE AS NOTED
OF 6
FOREST CITY, NC 28043
REV
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146 YACHT ISLAND DR. LAKE LURE, NC 28746
FLAT
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SHEET
KIM B. WARNER, PE, LLC
REV
ELEVATION
5A
139 COUNTRYWOOD DRIVE
SCALE AS NOTED
OF 6
FOREST CITY, NC 28043
REV
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TO ENSURE THAT THESE PLANS ARE CORRECT AND
COMPLETE. HOWEVER, KIM B. WARNER, PE, LLC
ASSUMES NO LIABILITY EXCEPT TO MAKE
CORRECTIONS AND REISSUE COPIES AS REQUIRED.
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SEAWALL/ RETAINING WALL DESIGN FOR FLAT SHEET ENGINEERED BY DATE 4-08.13 SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN
JONES/ SELF ELEVATION J C KIM B. WARNER, PE, LLC REV TO ENSURE THAT THESE PLANS ARE CORRECT AND
139 COUNTRYWOOD DRIVE REV COMPLETE. HOWEVER, KIM B. WARNER, PE, LLC
SCALE AS NOTED FOREST CITY, 28043
REV ASSUMES NO LIABILITY EXCEPT TO MAKE
CORRECTIONS AND REISSUE COPIES AS REQUIRED.
146 YACHT ISLAND DR. LAKE LURE, NC 28746 OF 6 PE NO 198585 6 REV FILENAME- KWJONESM3
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SEAWALL/ RETAINING WALL DESIGN FOR SECTION A SHEET ENGINEERED BY DATE 418.13 SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN
JONES/ SELF �+ KIM B. WARNER, PE, LLC REV TO ENSURE THAT THESE PLANS ARE CORRECT AND
V 139 COUNTRYWOOD DRIVE REV COMPLETE. KIM B. WARNER, PE, LLC ASSUMES NO
SCALE - 3/8" = 1' -0" FOREST CITY, REV LIABILITY EXCEPT TO MAKE CORRECTIONS AND
5 28043 REISSUE COPIES AS REQUIRED.
146 YACHT ISLAND DR. LAKE LURE, NC 28746 OF6 PE NO 19856 REV FILENAME- KWJONESM3