20190642 Ver 2_Shoreline Stabilization_20200529

f IMF
State of North Carolina
. _partment of Environment and Natural Resources
DWR Division of Water Resources
Division of water Resources FORM:
NCAC 02H .0500 —Water Quality Certification, Shoreline Stabilization
FORM: SSGP 10-2013
Shoreline Stabilization Application Form
2 olc� b6 �2- � s1a,J 2—
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
RECEIVED
MAY 2 9 2020
1. Applicant Information [15A NCAC 02H .0502(a)] NCDEQ/DWR/NPDES
1. Owner Information
Name: DC--- 14A-Tl+
Mailing Address -` _ V!F-.41 tG� l✓� Z '_
Al
Telephone Number: 3% -?-:43Wax Number.
E-mail Address:--i 5,4,c8� G M ski -fir. Ca,�
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be downloaded here:
httwww.saw.usace.arm .mil Portals 59 flocs re ulato re dots Permits SAMPLE AGENT AUTH
ORIZATION FORM.odf) must be attached if the Agent has signed this application form.
Name: S g4'0AJ d-lL F
Company'Affiliation: tr_D-i i`4e-Pr C-:A,.v
Mailing Address: 106 -SQ/J U' ,64
jJoIJf SISIrI'--I; NC 27_5 5
Telephone Number: f 9 $f - 666�, i Fax Number:
E-mail Address: G0r4 T1a746r - >Jfs/41rJ C QAA,4-1 f_ C' oH►
Person to receive the Certification Approval:
II. Project Information [15A NCAC 02H .0502(a) & (b)]
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 wails, docks, impervious surfaces,
FORM: SSGP 10-2013 Page 1 of 3

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.)
4. Location of the property (where work -is to be conducted)
County: ip�.o(4--L-IJ Nearest Town: -8 a Jn.)
Subdivision name or site address (include phase/lot number): Urr
� � ibYALir
Directions to site - please include road names and numbers, landmarks, etc.:
ILA
Latitude (in decimal degrees) Longitude (decimal degrees)
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): _ P-Es tt, tA44&,y L©T
6. Property size (acres): _ (-uZ.u4e.5
7. Lake/ river/ ocean adjacent to property: Z-Aep-,F— A= t' A-
8. Describe proposed work (includediscussion as to how hardening of shoreline has been
avoided, or why it is necessary) �-M.i— Sd LY-�1K
�_�•L�r� �-� t�t�u-[�II►I� �e S Z; Y �5�-- +� Co2Rub� .S/.�-- Pl��.s'
9. Will work be conducted from land? ( From water? ❑ S" Tip tC S
10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc.)
below the normal 000i lake level/ A[ormal Water Level in square feet or acres:
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining
walls, etc.) above the normal 000! lakA;trot/ Normal Water Level and 50 feet land -ward in
square feet or acres:©o 'Sac-r-F'icc,
12. Please describe the vegetation above the normal pool lake level/ Normal Water Level and7A4etAcA;�Q--
50 feet landward to be impacted (number of trees, for instance): M f%lc� U1Jrr .
? s orprz.r Pa-n of r CLt' f - 29044440
lc-6 440
�D> SC t la /cL%�TZSR�i-t_ *t2_+A5 J '-�= :5' 1�Ett r� ON S'065
l
:wffir/Agent�'sure' [15A NCAC 02H .0502(f}) Date
Agent`s signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 10-2013 Page 2 of 3

Version 12/22/2016
Lake
(At full Pond/Normal water Level)
l
Full Pond/
Normal Water Level
Shoreline
Plan View
Cross Section view
Please approximately sketch the following information on this plan (provide dimensions foreach
item, such as 10 ft x 100 ft)*:
1. All proposed vegetation clearing
2. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
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 excavation or dredging below the Full Pond/ Normal Water Level elevation
6. Location of construction access corridors

fSEFERENCESs Lot 2816-Ravised, Lake Royale Subdivision
Deed Book 2170, Pages 1435 be 1437
Deed Book 2170, Page 1439 - Encroachment Easement
Deed Book 2157. Page 1654 - Restictive Covenants
Plat Record File 1, Sade 102
Tax Record No. 022-148
•. - found iron as noted
0. . . set -iron as shown
.v0. . . . cotcWated point
1OO--Year Flood Umits (see note)
- - - -- -- - property One plotted from record
tasemant line
NOTE. N.C. Grid station unavailable within 2000' at this time.
W : Area of Lot - 0.601 Acre ( Coordinate Method )
NOT£- This survey is subject to oil easements, agreements,
rights-of-woy and restrictive covenants recorded prior to
the date of thus survey.
N41TEx 1 DO -Year Food Limits tine scaled end plotted entirely
from FEMA DFIRM "Franklin County, NC". Map No.
3720283000K, effective 4/16/13
L W.Wom T. oemem. Jr., certtty amt We Peat wos drann under my WPnvbton kom m
ottud rWs weey mdda unav m7 supar W— (deed desaf°.Midat rodordtd in Book 21M
Pages 1435 do 1437; Slat QW aduadaries oct wvayad ere oueorty in*Wtd ae oro.n rrom
mfannaeon fow in Piet Record Poe t. Woe tat, that the'ro" of preuf[on os calwAted
4 1/20xw, Mat this wrvey is of on 4>"V'4 Parcel or Pa ws of land and rasa rwt
af.oit a new abset or chango en os+suht sueaa Met des map eds prepare! in oaotdance
frith .G1 47-30 as amended. w ttm my original rig" ae. flu~ a" a". trod
12% day of Nordl. 20t9. ( r'y7�,/,/"� }_
... Protessa nd Land Sunayor 7-1456
Curve
Radius I Lengtts
Chord
Chord Bear.
C1
160,�' 44.90'
44.75'
S 21-33.35" £
C2
160.00' ' 44.90'
44.75'
S 37'38'007 E
RECORD NORTH
L41( PRF 1, S. 102)
Wr
t29-..or :lead L'
:sleT
aPe'n..
T.V sae
wal on clurow
sw-m
rw efa. a'
xe,v.
( 2815 )
Now or Formerly
Jeffrey A. Franklin, et ux @tt`d"1
( 0.8. 17e9, P. 259) has �6
ISM o '/
2818
�' Q(Lr,�eSlwv
4.0 ltrwaeie faietj � I
LAKE ROYALE
Ma1E"^^tK9b water Non,
or Loin h PnaPaKY L'.ne '
Man or Farmaty
Lake Royale P.O.A., Inc.
( a.6. Tsw. P. 923 ),
Edge of Lcke
LAKE
ROYALS
t '
Cekuiot.d 14 Line From Set Nag NO
•/reo Ftuset w/AgpWt ANfoce x Am-
Ce,",sx kacrsfttws of Sagemaro di
I \s�rftew tle i L�
( 2617 )
k` J New or
rafinery
,q Brian Jackson, of ux
( 0l$, 2146. P. 657 )
rarea 1fY re,.
Gaw6 w.+
____.50' Tor River Basin
Riparian Buffer
PLAT Of REVISED BOUNDARY SURVEY FOR
JOSEPH C. HARRIS & W FE, KAIMSEN �C �Hre
(Present Record Owner — Joseph C. Harris, of ux) HARRIS
1273 Sagamore Drive, Cypress Crack Township, Franklin County, North Carolina
Scale: 1 "fe60' Date: March 12. 2019
60 0 60 120 16O
GRAPHIC SCALE - NOM, owwes neme rho for r'daz*n9
porpa" raty and dots not aonsSkta
Sur+ttyed & Mapped By We eefUGcat at.
WU AM T. DOMIT, JR., Professional Land Surveyor, PA
L-1456, C-0649
(0)919-496-6159 (€%919-496-9502
102 West Nash Street Louisburg, N.C. 27549 (File No. 2993-6-2)

�o � c.�" cow-c-2�-,� � �s� ►.1
lau�w a"Ir St'(r-, rLAfi
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ovi
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FNEiip1P�-Q-�+� •p�„SC-�,S
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SA6AA lam-OeLkSC-, LDulst36gc? Kc- 2:�-50 \WL- 2

Bulkhead Structural Design
1273 Sagamore Drive
Louisburg, NiNC,
Plans Prepared by:
Ingeniurn, Inc.
4085 Devereux Chase
Roswell, GA 30075
CA#: 30632
For Construction
Index of Structure Plans
Sheet No.
—Description
I
Title Page
2
General Notes
3
General Notes cont.
4
Typical Section (View A -A)
5
Typical Section (View 13-13)
6
Typical Section (View C-C)
7
Plan View
8
Sheet Pile Part Diagram
C.
C....k
CA —
VA" Senen
kv A—�14obS-I may„
Location of Project
"Yft

General Design & Construction Notes:
Material:
General Design:
1.) All materials shall be as noted unless local codes provide a stricter guideline i.e. greater strength, durability, etc. It is the contractor's responsibility to understand
and comply with these codes.
2,) No pipe penetration information has been provided. if penetration throught the sheet piles is required contractor is to submit a delail for review.
Sheet Pile:
1.) Sheet pile material shall be Everlast ENcrComp 26.1 as provided by Everlast Synthetic Products, LLC.
2.) This design is based on the specific properties of Everlast synthetic sheet piling which are proprietary to Everlast Synthetic Products, LIX 1000 Wyngate Parkway,
Suite 100, Woodstock, GA 30189. Any substitution of the specified product will invalidate this design. This drawing is being furnished for use on this specific prqject
only. Any party accepting this document does so in confidence and agrees that it shall not be duplicated whole or in part, nor disclosed to others without the consent of
Everlast Synthetic Products, IAX.
Steel:
L) All steel fasteners and tic -rods shall be hot dip galvanized per ASTM A- 153 with 2 ounces of zinc per square foot or be stainless steel (grade 304 or 316).
2.) If bolts not stainless steel, exposed regions to he field treated with biturnastic coating.
3.) Washers {ogee, fundcr or Nc%v York dock)shall have a minimum outer diameter of'four times the rtA/bolt diameter. [leveled washers shall be used for tic -rods
installed at an incline.
Dimensional Timber & Piles:
1.) All dimensional limber to be SYP No. 2 grade or better.
2.) Stagger joints of front and rear timber wales.
3.) All timber to meet or exceed AWPA standards (UC513) for preservative treatment as applicable.
Backfill:
1.) Backfill material is to be free -draining sand or gravel (SP, SW, GP or GW) per ASTM D-2487 and compacted a minimum of 95% per ASTM rl-698.
2.) Ira fine grained, non -cohesive soil (fine sands, "sugar sand", etc.) is to be used a gcotextile is to be placed between sheet pile and soil before backfill installation.
Gcotcxtdc (Required only if using backfill as noted in Backfill note 42):
1.) Geotcxtile used behind sheet pile shall be US2020 or equal.
TM
eniurn, Inc.
4085 Devereux Chase
Roswell, GA 30075
678,3151751
Lic. No. C-4159
Scaler N T S
Datet 112112020
Project*
Residential Bulkhead
1273 Sagamore Drive
Louisburg, NC
Revisions
Sheet 2 of 8
I Iff 031803
<
01001q. HAZ S�N
CertAW#p1O*os119 seat,
signature, and date

1.) Design was ba'%Col oil C111"'completed by Catlin FnginevN& Scientists, competed Nov. 19,2019.
2.) Design is based on soil properties as noted in typical sections.
3.) If actual soil or site conditions differ from that noted in drawings, the engineer shall be notified immediately for a possible redesign.
4.) Design does not consider global (slope) stability. Owner assumes risk for global stability.
5.) Design does not account for presence of underground springs, wells or excessive water from site runoff. If these conditions exist the engineer shall be notified
immediately for the need of a redesign.
Installation:
General Installation:
1.) Installation to be conducted according to all applicable OSIIA and local codes. It is the contractors responsibility to understand and comply with these codes.
Sheet Pile:
1.) Sheet piles shall be vibrated or driven. Minor jetting may be allowed to assist installation but primary method shall be vibrated or driven.
2) Sheet pile shall penetrate to depth shown in the plaits.
3.) After driving sheet pile and attaching wale, saw piling off at a trite plane indicated on the plaits. Final elevations are to he within one (I ) inch ofestablishcol elevation.
4) Return walls to be provided at ends of all bulkheads to provide flanking protection.
Wale: I ,
1.) Front and rear wales are to he installed at the elevations shown in the attached plans.
2.) Splices of front and rear wale shall follow detail put forth in the plans. Splices are to be staggered.
Documentation:
1.) Contractor shall provide written documentation after the end of the work day certifying all piles (sheet & timber) have been driven to the required depths. If any piles
are unable to be driven to the required depths, contractor shall notify the owner and engineer immediately.
/ 1�IA"q e n i u m, I n c'."
3Y
4085 Devereux Chase
Roswet(, GA 30075
678315.1751
tic. No, C-4159
NTS
Scaler
S 1 �el
( Dates 112112020
Project,
Residential Bulkhead
1273 Saparnore Drive
Louisburg, NC
Revisions
Sheet "3 of 8

Cap Board or
Decking (TYP)
M Binder Board
Elev. Varies
(TYP)
3'
(max.) ,,
Elev.
EverDrain
0.5' Above Normal Pool
of Lake
6' o.c. (TYP)
EverComp 26.1
Syn. Sheet Pile
8' Length (TYP)
NaTE,
2 AU designs are governed by
l general notes (Sheet 1 & 2)
unless expressly stated on this
page.
Compacted
Free -Draining
Granular Fitt
Typical Section (View A --A)
it
ZZfTM
.-n/geniurn, Inc.
4085 Devereux Chase
Roswell, GA 30075
678,315.1751
Lic. No. C-4159
(ic*_Ie_o_
N T S —�
Dates 1121/2020
Project,
Residential Bulkhead
1273 Sagainore Drive
Louisburg;, NC
Soil Design Parameters,
Sand (Elev. 196.7 to 191.0)
v = 340 y = 120 pcf
y = 60 pcf
C = 0 psf
Sitt (Etev. 191.0 to 189.6)
? = 0• 7 = 115 pcf
y = 55 pcf
C = 2000 psf
Sand (Elev. 189.6 to 187.5)
rp = 31• 7 = 120 pcf
y = 60 pcf
C = 0 psf
Silt (Elev. 187,7 to 186.5)
? = 06 7 = 115 pcf
y = 55 pcf
C = 2875 psf
Sand (Etev. 186.5 to 185,5)
ip = 330 q = 120 pcf
y = 60 pcf
C = 0 psf
Slit (Elev. 185.5 to 184.5)
9= 0• y = 115 pcf
y = 55 pcf
C = 3125 psf
Note, If actual site conditions differ from those stated
above, Ingenium shall be notified immediately for a
Revisions
eel 4 of 8�
^ 031803 r�
r
r `• • V M
Cer9f#*A'gNY'%*P9 seal,
signature, and dote

rUic=
designs are governed by
2
eral notes (Sheet 1 & 2)
Euntess;on thls
expressly stated
Cap Board or
Decking (TYP)
e.
2x6 Binder Board
TOC Etev. varies (TYP)
VageWasher
w/ Nut (TYP)--�....,��
6x6 Tinter Vale
" w
- �p ,>�:
to x 12'L NDG Rod
— Ogee Washer
w/ Nat (TYP)
6'� (TYP)
�'
6 o c. (TYP)
8'0 Timber Pile
EverDrain
8' length
0.5' Above Normal Pod
`' '
8'0 Drag Pie
(Continuous)
6' oz. (TYP)
of lake
6' oc. (TYP)
Elev. 1�
'
and (Etev. 196.7 to 191.0)
♦=34' Y=120pcf
y=6flpcf
C=Opsf
m
Compacted
SOt (Etev. 191.0 to 189b>
iP = 0' q = 115 pcf
y = 55 pcf
C = 2000 psf
Free -Draining
Granular FR1
Sand (Etev. 189.6 to 187.5)
P = 31• r = 120 pcf
y = 60 pcf
C = 0 psf
EverComp 26.1
Slit (Etev. 187.7 to 1865)
4P = 0' 7 = 115 pcf
y = 55 pcf
C = 2875 psf
Syn. Sheet Pile
Sand (Etev. 186.5 t 185.5)
y - 60 pcf
C = 0 psf
12, Length (TYP)
U
SKt (Etev. 165.5 to 8 S)
P=0. 7=115pcf
y=55pcf
C=3125psf
Note, If actual site conditions differ from those stated
Typical
Section (View B-B)
above, Ingenium shalt be notified Immediately for a
possible redesign.
f ram'' TM
genium, Inc.
4085 Devereux Chase
Roswett, GA 30075
678.315.1751
Lic. Na C-4159
ScateN T S
Date, 1121/2020
Pro jectt
Residential Bulkhead
1273 Sagarnore Drive
l,ouisburg, INC
Sheet 5 of 8

Cap Board or
Decking (TYP)
3x8 Binder Board
i.v. varl" (TYP)
DOgee Washer 2 ;
•/ Nut (TYP)
8x8 Timber Vote
(TYP)
11'
(Max.) EYerDrain
05 Above Normal Pool
of lake
6' or, (TYP)
NOTE,
It designs are governed by
1(—^Jgeneral notes (Sheet 1 & 2)
unless expressly stated on this
110 x 201 HDG Rod
6' oc. (TYP)
100 Drag Pde
(Conthuous)
Compacted
Free -Draining
EverComp 26.1 Grartuinr FNt
Syn, Sheet PNe
20' Length (TYP)
Typicat Section (View C-Q
TM
/6genium, Inc.
4085 Devereux Chase
Roswell, GA 30075
678,3151751
Lic. No. C-4159
Scales N T S
(Dater 1/21/2020
Projects
Residential Bulkhead
1273 Sagamore Drive
Louisburg, NC
Ogee Washer
•/ Nut (TYP)
10'0 Timber Poe
10' length
6' O.C. (TYP)
ncl Oriiv. 1%.7 to 191.0)
= 34• y a 120 pcf
Y = 60 pcf
C = 0 psf
t (Etev. 191.0 to 189,6)
= 00 y = 115 pcf
Y = 55 pcf
C = 2000 Psf
nd (Etev. 189b to 1875)
=31• 7=120pcf
Y=60pcf
C-0psf
t (Bev. 187.7 to 180)
= 0• y = 115 pcf
Y = 55 pcf
C = 2875 ps
nd (Eiev. 180 to 1855)
= 33' 7 = 120 Pcf
Y = 60 pcf
C = 0 psf
t (Etev. JOSS to 184.5)
=0' 7=115pcf
Y=55pcf
C23125psf
ite+ If actual site conditions coffer from those stated
rove, Inger*m shaft be notified immediately for a
ell
Revisions
"s % 031803 F
Sheet 6 of 8 Cere�IfUr n d
I seat.
signature, and date

Ogee Washer
Timber Ple
w/ Nut (TYP)
(See Typ. Sec. for
Dimensions)
Timber Drag Pite
Tie -rod
(See Typ. Sec. for
6' (TYP)
(See Typ. Sec. for
Dimensions)
Dimensions)
NOTEs
Aft designs are governed y
general notes (Sheet 1 6 2)
to Timber Botts
untess expressly stated on
w/ Washer
this page.
& Nut
110 Carriage Botts
6' ox. (TYPY
kO x 2@
Every Sheet
Log Botts
Binder Board
i w/ Washer
Every Sheet
�
(TYP)
(See Typ. Sec. for
Nut (TYP)
Dimensions),
3
(TYP)
Front Wale
(See TM Sec. for
Dimensions)
6' GYP)
ESP Sheet Me
Ogee Washer
(TYP)
w/ Nut (TYP)
Plan
View (View D-D)
TM
1Agenium, Inc.
4085 Devereux Chase
Roswell, GA 30075
678-315,1751
Lic. No, C-4159
(S�ei— N T S
CDatei— 112112020
Project;
Residential Bulkhead
1273 Saganiore Drive
Louisburg, NC
Revisions
Sheet 7 of 8

We-
LtRO,
I ',///n g e n i u m, Inc.
"
4085 Devereux Chase
Roswell, GA 30075
678,315.1751
Lic, No. C-4159
EverComp 26.1
(i-c-alel N T S
Dater 112112020
Projectt
Residential Bulkhead
1273 Sagamorc Drive
I-ouisburg, NC
Revisions
Sheet 8 of 8
031803
seat,
SIO&i" . *W%date