20150047 Ver 2_Shoreline Stabilization_20161212

.,
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
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
Applicant Information [
1. Owner Information
19 216
Name:—1HOMA5 -YA14E lali350N --441ya_
Mailing Address: Z o , � '1$$2
MAV_i x>t,J n1 G Sb 7
Telephone Number: 82-13-441-6601 Fax Number: tjA
E-mail Address: !�r_iq e- Ct'V%A swawl R I CJS. C.&M
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be downloaded here:
must be attached if the Agent has signed this application form.
Name: 'm J204e
Company Affiliation: I
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number: "lark
Person to receive the Certification Approval: i %tom a -S PA JC
Project Information [
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

t
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.) pkie It of 40w, conc ek blad&Aiw Se*Ale-
4. Location of the property (where work is to be conducted)
County: I?LL+ eNearest Town: Ld*e
Subdivision name or site address (include phase/lot number): SDi - I. 35 I fri gSSI
Z 35 WELWWD !DR.
Directions to site - please include road names and numbers, landmarks, etc.:
Latitude (in decimal degrm) 3V Z` e N Longitude (dedmal degrees) 82.,11 �7�
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Res iAenfi al
6. Property size (acres): - Af3 Axw,
7. Lake/ river/ ocean adjacent to property: #o La.1V- L4Aw-
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): ton-Oryti c+ wall 1-0 prc ten
AIAV erm Y3 — see
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:
Sov r4r kl k I -L 150"of-Txwk-c LO YWA L, 12 0 5vu� $ -
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining
walls, etc.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in
square feet or acres: `Vu�M W A-,- (Zg -i- pJ0404 \4441,e, 4 = jppri 224
12. 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): L wirW nu,nnitr
OF +veva (!1" Sal I ) on on& si& 'i %e ares- is rnoe- I Arndr e.CG.eeJ --
��e �hc�b5 i,tictv<ded -
Owner/Agent's Signatures [
12�9�Z oi6
Date
Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 10-2013
Page 2 of 3

La ke
"At Full Poral'" Normal Water Leveht
Full Pond/
Normal Water Level
Shoreline
Please approximately sketch the following information on this plan (provide dimensions for each
item, such as 10 ft x 100 ft)*:
oTos 1. All proposed vegetation clearing - prtorbs - V&ItY L -1m t"reV eLeq&i&jq
,je&t 2. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
�br►�� 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.
S. Location of any
pob,,4616v, 6. Location of construction accen orss corridors --redging below theme Fug) Pond/ ermma�Water
`�Level -No elevation
—W�` A i4 VJi L _HAv. '�27 _ kntt3 GIN t fJ7, NIt74T)4 _5 l f� UG tIYO-F 'tY IS -Ur
��nitT ��.i"YSAGl�S �SeffLvEY } P�119 �jDUfN St�� .4� P2vR�-r�! �S 5T'EL� �.cJ 1ti7(
FORM: SSGP 10-2013 Page 3 of 3

JI J Nathan Ccom, PLS c- -=`e_s c c , or*i
` Surveying Services, dated November `
1 25, 1992. map# 15020 B.
NIP \Ref. set a
WATERS C EIP Ndaated Alay k 6t ok 29, Pg. 98 (r 0 Old\ %
LAKE LURE e'°" 0dan. PLS
buried EIP) \ � \
(>j' Tabor am ProfessT�d Surveft services
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shoreline. 6�
from and of 4
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BARBARA H. BROWN W Pte) / ao t_6 DB 1012/50 L7 /
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R-1 SETBACKS FOR -LAKE LURE:
(AMENDED 3-10-15)
35' FROM CENTER OF SECONDARY STREETS.
BUT NO CLOSER THAN 10' FROM R/W UNE.
10' SIDE YARD
35' FROM SHORELINE

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STATE OF NORTH CAROLINA
COUNTY OF RO1FERFORD t
Rutierford
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LINE TABLE
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SHORELINE AS PER PLAT BOO 29, PAGE. 96
LINE TABLE
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WA 611,/336 ,a
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992 / IH13383 dated S g
BARBARA H. BROWN
DB 1012/50
PR 16/04
Refer— to mop of Pn�d
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SESEIBMACKSS FOR VARIANCE ISSUED ON
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18,678 Sq. Ft.
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SURVEY FOR
THOMAS PAIGE GIBSON
and wife
SUSAN E. GIBSON
PRESENT OWNERS'. RANOALL K. HUGHES end wine ANN M. HUGHES
DEED SOON 1066 PAGE 756
TAN MAP 601 BLOC( 1 PARCEL 35
TM PIN 1616661
OEERWOOD StIBOV1910N, LAT 15
PLAT BOON 211 PAGE S6
ZONED: R-1
CHIMNEY ROCK TOWNSHIP RUTIEAFDRD COUNTY, NC
FIELD: J. FLE IN% E GONZALEZ MAP: T. MMM J. GRAUDSZUS
DATE MAY 10. 2016 MMR 23166
GRAPHIC SCALE
a u a s fa
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RETAINING WALL LAYOUT FOR
SHEET
PARTIAL PLAT
ENGINEERING BY
DATE 12-0816
REV
ALLFEDERAL STATE LOCA CODES ORDINANCES AND REGULATIONS
SHALL BECONSIDEREDAS PART OF THE PIANSANDSPECIFICATIONS FOR
SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN
TO ENSURE THAT THESE PLANS ARE CORRECT
THOMAS P. &SUSAN E. GIBBON
LC
KIM WARNER, P�28&13
REV
H15 PROlECi AND SHALL TAKE PRECEDENCED aM ANYTHING HOYM
DESCRIBED. OR IMPUED YMERE VARANCES OCCUR. CONTRACTOR IS
JATTENTION
AND COMPLETE HOWEVERNIMB WARNER PE,
UC ASSUMES NO LIABKITY EKCEPT TO MAKE
139 COU NTH VWOONE
REV
RESPoNSMLE FOR CHECKING AND WRIFING ALL DIMENSIONS AND
CORRECTIONS REISSUECOPIES 0.S
DEERWOOD DR., LAKE LURE, NC 28146
SCALE -1"=10'
FOREST CITY, NC
FE NO 19856 COMPANY.P-1583
REV
EKISTINGCONDITIO S. VARNNONSSHALLBEBROU-10THETHE
OF THE ENGINEER DRHOMEONNERFOR RESOLUTIN
REQUIRED.
FILENAME. M PAVERS-GBSON DEERVA00l

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=1 11=1 I I 1-11 SOIL COMPACTED TR ORI 9856 2 k o g p
ALTERNATE 1: BAC LAW
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WASHED STONE AND RELOCA►W �AR;\���� g _
_ I I—I I— (—III SEPARATING FABRIC AGAINST
— I I M I I—I I I UNDISTURBED SOIL (NOT SHOWN) --N-M I N
UNDISTURBED SOIL o W
1=I I — #57 WASHED STONE
III—Gz!�oo�
SOIL SEPARATING FABRIC o o
_ wWo�g�b
4 III—I I —_ MIRAFI 3XT OR EQUAL GEOGRID STARTING p W
INSTALL RIP RAP OVER SOIL I = I I I= I—I I AT SECOND COURSE AND CONTINUING IN
SEPARATING FABRIC PER TOWN _ — 1=1 I I—I I EVERY OTHER COURSE AS SHOWN
OF LAKE LURE REGULATIONS
LAKE LURE = 11 I I PAVESTONE SEGMENTAL RETAINING WALL BLOCKS,
EL. 990 — 8"H X 12"D X 18"L (1 SQ. FT. FACE) m J w
- _JEE1 I 1= I I I—III) (OR EQUAL) NOMINAL 6 DEGREE BATTER W
=1 Z a o
III=III
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PROVIDE WEEP HOLES ABOVE WATERLINE AT 10' w LL
_I I I=1 I I=1 I I—I I=1 I—I I III=III— INTERVALS (NOT SHOWN) = Z 6
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—I 11=III-1 I I—I I I I—I I—I 11=I 1 1= COMPACTED GRANULAR BASE (CRUSHER RUN Y N
j —III III 1 I =111-1 1111=1 RECOMMENDED) ON UNDISTURBED SOIL WITH MINIMUM
_ — — BEARING CAPACITY OF 250OPSF = M
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INSTALL RIP RAP OVER SOIL
SEPARATING FABRIC PER TOWN
OF LAKE LURE REGULATIONS
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EL. 990
I I- I I11—=1 I—III—I I-1
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MIRAFI 3XT OR EQUAL GEOGRID STARTING
AT SECOND COURSE AND CONTINUING IN w
I EVERY OTHER COURSE TO WITHIN 2
COURSES OF THE TOP AS SHOWN.
PAVE m d � m 1 1III=1 11=1 I I —" J�� 6
STONE SEGMENTAL RETAINING WALL BLOCKS, Z ` �
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8"H X 12"D X 181(1 SQ. FT. FACE)
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INTERVALS (NOT SHOWN) J w
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COMPACTED GRANULAR BASE (CRUSHER RUN
RECOMMENDED) ON UNDISTURBED SOIL WITH MINIMUM "
BEARING CAPACITY OF 250OPSF
NORTH WALL (TYPICAL SECTION)
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RETAINING WALL LAYOUT FOR
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FLAT
ENGINEERING BY
DATE 12-DB-16
SHAL BE CONSIDERED AS PART OF THE wANSANDSPECIFICATDNSFSURETNAT
ALL FEDERAL. STATE LOCM ODES. ORDINANCES AND REGUEATIDNBiREQUIRER,
CANTCMEAND EFFORT HAVE BEEN TAKEN
THESE PLANS ARECORRECT
THOMAS P. & SUSAN
E. GIBSON
ELEVATIONS
KIM B. WARNER, PE, PLLC
REV
REV
THIS PROJECT AND SHALL TAKE PRECEDENCE OVER ANYTHING
DESCRIBED OR IMPLIED WHERE VARIANCES OCCUR CONTRACTON
IATTENTIONOFTHEENGINEERORHOMEOMNERFORRESOLUTION.KENAM—PAVERBGBSDNDEERNOOOSIN
SrOVMONK
ISSUMESNOLIABILI
ETE. HOWEVER KIM B. WARNER, PE.
EXCEPTTOMAKE
5
39 COUNTRYWOOD DRIVE
REV
RESPONSIBLE FOR CHECKING AND VERIFING ALL DIMENSIONS ANDECTMS
AND REISSUECOPIESAS
DEERWOOD DR., LAKE LURE, NC 28146
SCALE-3/16"=1'-0'
FOREST CITY, INC 28043
PE N019856 COMPANY NO. P-1583
REV
EXISTNGCDBDTIONS. VARWNONSSHALLBEBROUI—TDTHETHE

GENERAL NOTES:
1. SOIL LOADINGS CONSIDERED IN THIS DESIGN ARE BASED ON THE FOLLOWING PARAMETERS:
FRICTION ANGLE COHESION UNIT WEIGHT SOIL TYPE
FILL SOIL <28 DEG 0 PSF 125 PCF WELL COMPACTED SILTY SAND
RETAINED SOIL <32 DEG 75 PSF 125 PCF WELL COMPACTED SILTY SAND
FOUNDATION SOIL <32 DEG 75 PSF 125 PCF WELL COMPACTED SILTY SAND
2. GLOBAL STABILITY AND SEISMIC LOADING ARE 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 SOIL BEARING CAPACITY OF 2000PSF OR GREATER, AND FILL PLACEMENT IN
8" LIFTS COMPACTED TO 95% OF STANDARD PROCTOR. CONTRACTOR TO ENSURE THAT COMPACTION
REQUIREMENTS ARE MET. ALTERNATE 1: PROVIDE %#57 WASHED STONE FILL.
5. REMOVE ALL VEGETATION BEFORE BACKFILLING AGAINST WALL
6. RETAINING WALL UNITS AND INSTALLATION SHALL CONFORM TO THE MANUFACTURERS GUIDELINES.
7. 100PSF SURCHARGE IS APPLIED TO TOPS OF WALLS WHERE PARKING AREA OR DRIVEWAY IS PRESENT
AND WHERE SLOPE AT TOP OF WALL IS 3 T01 OR MORE.
11C A Ro�/ii
_ o
19856
�'11'111110
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GEOGRID CROSS REFERENCE (PUBLISHED IN 2014 SRW CATALOG
SELECT® SRW
SIRENGiH SERIES
LTDS
MIRAFI
NIRAGRD
LTDS
SYNTEEN
SF
LTDS
STRATA
MTAM
LIDS
TENSAR
AISEW
CARTHAGE
LTDS GX
LTDS
VERSA-LOK
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GEOSTAR
GEOGRID
LIDS
UNIVERSAL
635
-
-
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-
-
-
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-
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3SERIES
1093
2XF
1096
SF20
1059
SG150
9g
UX1100
1450 GX-150
1011
- -
-
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5 SERIES
1919
3XT
1916
SF35
1918
SG200
1919
UX1400
1760 GX-300
1679
VG3 1910
FP200
1920
7SERES
2740
5X7
2575
SF55
2740
SG350
2686
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2860 GX300
2601VG5
2740
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3412
7X7
3233
SF66
3397
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3412
LIX1600
3620 -
-
- -
-
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9SERIES
4137
IIXT
4055
SF80
4137
SG550
4346
LIX1700
4390 GX- 00
4228
VG8 4131
HP500
4483
10SERES
4932
10XT
5206
SF90
4932
SG600
4851
UX1800
5000 GX-1000
5656
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