20200842 Ver 1_Shoreline Stabilization_20200624

DATE: June 16, 2020
TO: DENR
ALAN JOHNSON
FROM: TAMARA HAGER
LAKE PERMIT LLC
704-575-2227
EMAIL: [e-mail]
HELLO ALAN:
�EC.EIVE
DENR - WATER RESOURCES
TRANSPORTATION PERMITTING UNIT
PLEASE SEND CORRESPONDENCE APPROVAL LETTER TO EMAIL ADDRESS OF [e-mail]
QUESTIONS PLEASE FEEL FREE TO CALL 704-575-2227
THANK YOU IN ADVANCE
TAMARA HAGER
ROSS — SHORELINE
PEDERSEN —SHORELINE
BEIL - SHORELINE
CHINNIS - SHORELINE
BEULAH LLC -SHORELINE
WIND & WATER DEVELOPMENT LLC - DREDGE
ARNOLD - DREDGE

State Of No
Carolina
Department of Environment and Ntu altR sources
Division of Water Resources
Divislon of Water Resources 15A NCAC 02H '0500 — Water Quality Certification, Shoreline Stabilization �lization
FORM: SSGP 10-2013
Shoreline Stabilization APPlication Fora
Three copies of the application (including attachments) and li to: cation flee should be sent
Division of Wafer Resources the app
401 & Buffer Permitting unit (�? �7
163.7 Mail Service Center v 0 V
Raleigh, NC 27699-1617 D
turd 2 4 2020
!` [15A NCAC 02H r)St}`/a 17 OENR -WATER RESOURCES
Applicant Information
.l TRANSPORTATION PERMITTING UNIT
1 Owner Information
Name:
Mailing Address: L-K 7C
Telephone Numb:J,241�_ I ®C
E-mail Address: Fax Number:
�c
2• Agent/ Contact person Information
A signed and dated copy of the Agent Authorization letter (a form can be dow
' /www.saw.usace.arm .mil/Portals/59 does re ulato re does Perm—its/SAMPnloaded here:
ORIZAT(ON FORM. df) must be attached if the Agent has signed this application
LE AGENT ACTH
Name: form.
Com an An'. A H .{L_,��
P y Affiliation: �� ,i
Mailing Address:
Telephone Numb
---- % Fax Number: ---^ E-mail Address:
Person to receive the Certification AvL2 I� �- AL'L
!!° Project Information [15A NCAC 02H 0502(a) & (b)l J
�• Attach a vicinity map (i.e. street map) clearly showing the location of
respect to local landmarks such as towns, rivers, and roads, the property with
2. Provide a detailed site plan showing property boundaries and Proposed
vegetation clearing, structures (buildings, retaining walls, docks,, impervious surfaces,
of
CORM: SSGP 10-2013 surfaces
Page 1 or 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.
I 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: � Nearest Town:
Subdivision name or site addr ess (include phase/lot number): - U
Directions to site - please include road names and numbers, landmarks, etc.:
Latitude (in decimal degrees) �< ��Ll
-�==—�L Longitude (decimal degrees) O , �� 1 �
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.):
6. Property size (acres):
y �
7. Lake/ river/ ocean adjacent to property: ('j„�� `�l �,�J�
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary):
fi
9. Will work be conducted from land? ❑ F-
rom water?
10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etcf�t�
below the normal pool lake level/ Normal 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 pool lake level/ Normal Water Level and 50 feet land -ward in
square feet or acres:
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
Owner/Agent's Signature* [15A NCAC 02H .05� O2(f)1 Date
'Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 10-2013
Page 2 of 3

Full Pond/
Normal WaterLevel
�
Shoreline
Lake
(At Full Pond/Normal Water Le>>el )
O 6no P2-
QYl3?'IAKI PI Si
�'■r �e +ter MW
hn w
� oz
Please approximately sketch the following information on this plan (provide dime,,ionsforamch
item, such as 10 ftx 100 ft)T:
1. All proposed vegetation clearing
?. 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.
5. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation
o. Location of construction access corridors
FORM: SSGP 1 0-201 3
Page 3 of 3

Step 1: Where should your map be centered?
MyTOpO SEARCH MAPS ONLINE (MAPS GG N
21610 Rio Oro Drive, Cornelius, North Carolina 28031, United States
Lat: 35.494712 Lon:.80.885847
Okay, once your map is centered and ready for customization, click here to proceed to Step 2.
500m
Step 2: Build your personalized map.
Pick a map type, then customize your printed map to the scale and size desired, Mile adding grids and other options.
Custom Topographic Map >
is
Classic and Shaded -Relief Maps available in any size and scale.
Optional boundaries, trails, roads, gridlines, paper types, etc.

6/15/2020 Cowans Ford Dam, Stanley, NC to 21610 Rio Oro Drive, Cornelius, NC - Google Maps
Cowans Ford Dam, Stanley, NC to 21610 Rio Drive 9.8 miles, 19 min
g' 5' Oro Drive, Cornelius, NC
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Map data @2020 1 miL _---J
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https://w m.9oogle.con'maps/dir/Cowans+Ford+Dam,+Stanley,+NC/21610+Rio+Oro+Dri\e,+Cornelius+NC/@35.4655311; 80.948661,13z/am=t/data=!3ml!4... 1/3

6/15/2020
Cowan Ford Dam, Stanley, NC to 21610 Rio Oro Dri%, Cornelius, NC - Google Maps
Cowans Ford Dam
Stanley, NC 28164
Head southwest on Eastlake Ln toward Republic
Ln
2min (0.5mi)
Continue on NC-73 Eto Cornelius
14 min (7.4 mi)
4; 2. Turn left onto NC-73 E
3. Turn left onto W Catawba Ave
0 Pass by Regions Bank (on the right in 2.5 mi)
4.3 mi
3.0 mi
Take Knox Rd and Torrence Chapel Rd to Rio Oro Dr in
Cornelius
5 min (1.9 mi)
41 4. Turn left onto One Norman Dr
`► 5. Turn right onto Knox Rd
41 6. Turn left onto Torrence Chapel Rd
♦g 7. Turn left onto Entrada Dr
+1 8. Turn left onto Rio Oro Dr
41 9. Turn left onto Alto Tierra Dr
400 ft
0.5 mi
0.9 mi
0.1 mi
157 ft
0.2 mi
f► 10. Alto Tierra Dr turns right and becomes Rio Oro Dr
Destination will be on the left
223 ft
21610 Rio Oro Dr
Cornelius, NC 28031
These directions are for planning purposes only.
You may find that construction projects, traffic,
weather, or other events may cause conditions to
differ from the map results, and you should plan
your route accordingly. You must obey all signs or
notices regarding your route.
https:l/wwwgoog le.comVmaps/di r/Cowans+Ford+Dam,+Stanley,+NC/21610+Rio+Oro+Dri,�e,+Cornelius,+N C/@35.4655311,-80.948661,13z/an�r-t(data=! 3ml! 4... 2/3

DESCRIPTION OF DREDGE CUT PROFILE
The scope of this dredging event is to remove sediment that has accumulated around the shoreline area
of Lake Norman. Work will be performed from water using a long reach mechanical bucket dredge that
will excavate the spoils and place them directly into hopper barges. LKN Dredging and Marine
Construction will unload at 4561 Slanting Bridge Rd, Sherrill's Ford, NC 28673 then all material is taken
to their Dredge Spoil Site located at Lot #15 Sugar Wood Lane, Denver, NC 28037. Disposal area acreage
is approximately .8 acres.
Shown from Google Earth Wind & Water Development LLC personal dock, the pier will be removed
and dredged involving mechanical removal of approximately 222 cubic yards of sediment from
shoreline. After work is complete pier will be reattached.
Depth of cut is 25 FT X 30 FT X 8 FT deep when measured at full pond.
Impacted area is .01 acres.

From: TAMARA HAGER [e-mail]
SubjeclE. Sugar wood lane
Date.- Aug 21, 2019 at 12:37:28 PM
Toa TAMARA HAGER hager@Iakepermit.,com
D r-e-bf
DisposkL,
L-UT --#-- 15
�b37
i s A-c-rcc:-s
Thank You
LaKe PeRmiT LLC
b—aggr—@ja—keparmit.com
Tamara Hager
704---575-2227

DRE D(GR. RP®y. 21"MAIL FORM,
Project Name/address: I n/1 {l L I i -� L
lr� ATE:X D_ un lit o„ f ��
Location Address:
-------------------
s
Parcel A: S
Nc
Pau ceMot size L yZ) T *— ) S �
Disposal area required (sq ft and/or acreage)
.dck" ' eedgenzent of.\ ofiftcatt
t "� �111br -am aware that the site must adhere to all state regulations and
ru es resardina sediment and erosion control and water quality And give permission for
Name ofIndividual and Compan,
to dispose of their dredge material at the above stated location
Owner:
Date. Signature
Along with form. please provide
Aerial ofpareelrlot (COtnit\ GIS;
Photo of proposed spoi 1 site
Identified proposed spoil site

r
f.si?Pf -MN -rvl-awc--Kv
771

Y __� MU _`
)(� i

GIVE
LAKE NORMAN DREDGING INC. AUTHORIZATION TO OBTAIN THE NECESSARY
INFORMATION FOR STABILIZATION AND DREDGED PERMITS.
I AGREE: X
DATE: -_ Aq j Too, 6

BUf,r66Ffj__R NOW
ON" FORAVA
project Name/address:. v Q BIZ
Owner:
�r+ 7� tttt Print Print
Signature
The approval is for the purpose and design described in Your application.
n thE
application is a violation of the Buffer Rule. Site specific work should beprovidedl n the applicaacts not tion. 5Aed ,NIC C
02H .0506 and 15A NCAC 02B .02a3(g)j A.
Trees are not allowed to be removed from %one 1 of the Buster (within 30 sof the full pond elevation), unless
approved. Exception, those treesthat are severely undermined along the immediate shoreline can be removed.
Minimal shaping and sloping along the immediate shoreline is allowed. i15A iVCAC 02B .0243(6)j
Benching grading in the bus—,'er is not allowed. Excessive disturbance of ground cover. r15A NCAC 02B .0243 (6)j
Beaches, impervious Patios, impervious walkways, etc_ are not allowed in the buffer uniessspecificallyapproved
by the Division. There are limitation on size for decks. [15A NCAC 028 .0243(4) and (6)i
Work Lo be conducted from land must indicate an access and indicate any trees that are to be removed. The
wark corridor should be described. The approved access corridor shall be restored. Stain, s
material must be outside the busier. [1Sa iVCAC 02H .0502 and 15A,. 11 b poii consLruciior:
CAC 023.07c3 (=•'), (5), (8)'
Stormwater cannot be piped or channeled ,'or direr discharge to the discharges must be lake. all constructed stormwaLar
the natural elevation and discharged prior to entering the busier directed as disuse or
sheet flow at non -erosive velocities to the lake. 1`15A NCAC 023 .0243(5), (6)1
Ackno Jviedgerner, t of Notifica,,jor,
n�reby state that I have been informed of the Ca-,2wba
Riparian Surer Rule. Any work conduct
in the buffer, not specifically saved in the application and approved
by the Division of Water Resources (DWR), is a violation and subject Lo enforcement. Due diligence will be
taken such that the construction will be built within substanLial compliance and intent ofthe 401 Water
Quality Certification and Buster Rules, Lhe approved plan(s) and specification(s), and other materials. V
Signature (owner4._SAOV4�� D ate:

B34041 - P484
For Registration Fredrick Smith
Register of Deeds
Mecklenburg County, NC
Electronically Recorded
2019 Nov 15 02 20 PM RE Excise Tax $ 430.00
Book: 34041 Page. 484 - 485 Fee $ 26 00
Instrument Number 2019156282
i
NORTH CAROLINA
GENERAL WARRANTY DEED
Excise Stamps: $430.00
Parcel ID/Tax Lot Number: 001-297-09
Mail after recording to: Grantee's Mailing Address
Prepared By: The Coley Law Firm, PLLC,10150 Mallard Creek Road, Ste 209, Charlotte, NC 28262
Title Insurance with: Master Title
Brief Description for the Index:
Lot 47 of BAHIA BAY
THIS DEED made this day of November, 2019 by and between:
GRANTOR
GRANTEE
Oxendine Family Limited Partnership, a North Wind and Water Development, LLC,
I
Carolina Limited Partnership A North Carolina Limited Liability Company
Property Address:
Forwarding Address: 21610 Rio Oro Drive
4219 Randolph Road Cornelius, NC 28031
Charlotte, NC 28211
Mail to:
PO Box 365
Terrell, NC 28682
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETT-I, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in the City of Cornelius, Mecklenburg County,
North Carolina and more particularly described as follows:
BEING all of Lot 47 as shown on map of a portion of Section 2, of Bahia Bay, recorded in
Map Book 14, Page 339, in the Office of the Register of Deeds for Mecklenburg County,
North Carolina. Said property more commonly known as 21610 Rio Oro Drive, Cornelius,
NC 28031. Parcel no. 001-297-09.
submitted electronically by "The Coley Law Firm, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Mecklenburg county Register of Deeds.

B34041 - P485
If initialed, the property includes the primary residence of at least one of the Grantors.
(NC GS § 105-317.2)
The property hereknabove described was acquired by Grantor by instrument recorded in Book 7884, Page
319.
A map showing the above described property is recorded in Map Book 14, Page 339.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the
right to convey the some in fee simple, that title is marketable and free and clear of all encumbrances, and
that Grantor will warrant and defend the title against the lawful claims of all persons whomsoever, except
for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Enforceable easements, restrictions and rights of way of record.
Current Year Ad Valorem Taxes
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, the day and year first above written.
Oxendine Fami L' it rtnership
BY: � r
(Mark Ox , Gen er artner
General Partner
STATE OF NORTH CAROLINA, COUNTY OF MECKLENBURG
SISAL -STAMP
I certify that the following person(s) personally appeared before me this day,
each acknowledging to me that he or she voluntarily signed the foregoing
`",o5'%% ESr's,document for the purpose stated herein and in the capacity indicated:
Notary Public Mark Oxendine and Jenny D'Entremont as General Partners of Oxendine
Mecklenburg a County Family Limited Partnership, as Grantor
= —
My Comm. Exp = `
y 02-07-2024 �Q `� Date:_
��K�CAR0` \>�`�°` Official Si ature of Notary
My Comm Exp: 2� 4 (r In :E 4'fy i
Notary's Printed or Typed Name

) ZONING
IG OR
;HOWN ON
OR RELIED
I WITHOUT
IONS.
R REFERENCE
ESIGN WORK.
:ATED IN A
RAW
RIGHT-OF-WAY
E\P
EDGE OF PAVEMENT
PERMANENT DRAINAGE EASEMENT
U11UTY POLE
?
T�
LIGHT POLE
�Tc fG
O
®
SANITARY SEWER MANHOLE
0 O % R\* x LIGHT POLE j #4 REBAR
1"
UTIL. POLE //N roDr,j
C1
#4 REBAR r
L1 47
::":•; #4 REBAR 0,231 AC +-
MB 14-339
g1
GRAVEL DRIVE
ENCROACHES 4.1 ' +-
Bearing�7.001
N 81°45'00"
Chord Chord Bear.
50.04' N 75047'20° E
30 60 90
n
{ SETBACKS:
I FRONT: 30'
SIDE: 10'
I REAR: 25'
OFi 30' FRO
58M 760 CONTOUR
�
\ I
1
1
\
`
\
N
1�
\\
� NW
c
HOME
\\
0A
I
0 3
\
SB ---�i
LARGE NAIL
AT BENT REBAR
yy �00 #41 REB)
ON LINE
{
S g1'40'13'W 74E41�,
'1
DIM Don IL-111-1 --
El
30. BUFFER
J
^: ARF ~ —
r r
^NORMANr=rr
r r ANY DOCKS, PIERS OR OTHER -
IMPROVEMENTS LT ON LAl E,
BUIr
-ARE NOT SHOW ON THIS
LEMLEY
DEI
I, ROBERT J
DRAWN FROI
SUPERVISION
THAT THE
EXCEEDS 1:'
IN ACCORDI
WITNESS M)
2019. (RHO
12-23-19)
6u4—
PROFESSION
SURV. BY: MP
VICINITY

NOTES:
• PROPERTY MAY BE SUBJECT TO RECORDED OR
UNRECORDED RIGHTS OF WAYS OR EASEMENTS
NOT OBSERVED
• OWNER TO VERIFY ALL SETBACKS AND ZONING
REGULATIONS PRIOR TO ANY PLANNING OR
CONSTRUCTION.
• DIMENSIONS OF ALL IMPROVEMENTS SHOWN ON
THIS PLAT SHOULD NOT BE SCALED OR RELIED
UPON FOR DESIGN OR CONSTRUCTION WITHOUT
A FIELD VERIFICATION OF ALL DIMENSIONS.
• DIGITAL COPIES OF THIS FILE ARE FOR REFERENCE
ONLY AND MAY NOT BE USED FOR DESIGN WORK.
• A PORTION OF THIS PROPERTY IS LOCATED IN A
100, YEAR FLOOD PLAIN.
rn
M
I
m
�r
OR
p
R� X LIGHT POLE
64
UTIL. POLE
1 #4 REBAR
C
:-.. L1 47
#4 REBAR 0,231 AC +-
:.:�:.
.
MB 14-339
SIB
GRAVEL DRIVE
\ \
ENCROACHES 4.1'
•" \
cp
25 SB
Course
Bearing
Distance
L1
N 81°45'00" E
7.00'
Curve
Radius
Length
Chord
Chord Bear.
Cl
220.60'
50.15'
50.04'
N 75°47'20" E
30 0 30 60 90
GRAPHIC SCALE - FEET
LARGE NAIL
AT BENT REBAR
rn� /
�1
J•
a PIER
mI �� SUBJE
BY Dl
&- v- P mz-
D -

i
LEGEND
i R\W
RIGHT-OF-WAY
OF PAVEMENT
CL
CENENTERUNEE
i POE
PERMANENT DRAINAGE EASEMENT
'
UTILITY POLE
x(
LIGHT POLE
®
SANITARY SEWER MANHOLE
,J N A #4 REBAR
s�
E
SETBACKS:
FRONT: 30'
SIDE: 10'
REAR: 25'
30' FROM 760' CONTOUR
El
I�
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T+i
.CTION LINES I
) APPROVAL
NERGY. '
r r r r r�-� �-jj•��r11 rr r rr
frr r �J.1t'iKE rrrrr
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r r IMPROVNMENTS, BUILT ON IAKE�
r �TAARRE NOT SHOWN ON THIS
.SURVEY PLAT.-�
r.--rrr.-err rrrrr
PHYSICAL SURVEY
FOR
WIND & WATER
DEVELOPMENT
21610 RIO ORO DR - CORNELIUS, NC
LOT#47, BAHIA BAY
I LEMLEY TOWNSHIP, MECKLENBURG COUNTY, NC I
SCALE: 1" = 30'
DEDMON SURVEYS
CHUCK POOVEY, PLS #3762
ROBERT DEDMON, PLS #3899
3704 NC HIGHWAY#16 NORTH
P.O. BOX 494 - DENVER, NC 28037
PHONE: 7o4/483/49o8
FAX: [phone]
SEAL
L 3899
I, ROBERT J. DEDMON, CERTIFY THAT THIS PLAT WAS
DRAWN FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION (DB 7884, PG 319)(PB 14, PG 339);
THAT THE RATIO OF PRECISION AS CALCULATED
EXCEEDS 1:10,000'; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH GS 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, SEPTEMBER 9,
2019. (REVISED TO ADD FFE & STAIRS ON
12-223�-199)) n n
i�cCvdl V /�Cf', . 3899
PROFESSIONAL LAND SURVEYOR LICENSE NO.
SURV. BY: MP I DRAWN: RD J JOB# CDOD47
VICINITY MAP
SITE
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6/15/2020 Cowans Ford Dam, Stanley, NC to 21610 Rio Oro Dri%, Cornelius, NC - Google Maps
Cowans Ford Dam, Stanley, NC to 21610 Rio Drive 9.8 miles, 19 min
b- P Oro Drive, Cornelius, NC
27 4-1 1 Rk, Cm rvkwp
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a s:•3 i .. set -4 :7�y lale..:.:c�faP3'f�Mel
Map data ©2020 1 mi L.----- _— -
1)t(2. � S
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2)(,JD
https:/tw,Aw g oog I e.corrVniaps/di r/Cowan+Ford+Dam,+Stanl ey,+N C/21610+Rio+Oro+D rise,+Cornel i us,+N C/@35.4655311,-80.948661,13z/am=t/data=! 3ml ! 4... 1 /3

6/15/2020 Cowan Ford Dam, Stanley, NC to 21610 Rio Oro Dri\,e, Cornelius, NC - Google Maps
Cowans Ford Dam
Stanley, NC 28164
T 1. Head southwest on Eastlake Ln toward Republic
Ln
A Restricted usage road
2 min (0.5 mi)
Continue on NC-73 E to Cornelius
14 min (7.4 mi)
+1 2. Turn left onto NC-73 E
4.3 mi
+� 3. Turn left onto W Catawba Ave
0 Pass by Regions Bank (on the right in 2.5 mi)
3.0 mi
Take Knox Rd and Torrence Chapel Rd to Rio Oro Dr in
Cornelius
5 min (1.9 mi)
+1
4.
Turn left onto One Norman Dr
400 'Ft
F+
5.
Turn right onto Knox Rd
0.5 mi
+'
6.
Turn left onto Torrence Chapel Rd
0.9 mi
+1
7.
Turn left onto Entrada Dr
0.1 mi
h
8.
Turn left onto Rio Oro Dr
157 ft
+1
9.
Turn left onto Alto Tierra Dr
0.2 mi
r►
10.
Alto Tierra Dr turns right and becomes Rio Oro Dr
0 Destination will be on the left
223 ft
21610 Rio Oro Dr
Cornelius, NC 28031
These directions are for planning purposes only.
You may find that construction projects, traffic,
weather, or other events may cause conditions to
differ from the map results, and you should plan
your route accordingly. You must obey all signs or
notices regarding your route.
https://wv,w.g oog I e.corrdmaps/di r/Cowan+Ford+Dam,+Stanley,+N C/21610+Rio+Oro+Drive,+Corneli us,+N C/@35.4655311,-80.948661,13z/am=ttdata=! 3ml! 4... 2/3