20170613 Ver 1_Shoreline Stabilization_20170516

TO 6 1 3
State of North Carolina
\ \ Departmt ironmentand Natural Resources
DWR th Division of Water Resources
Division of W 15A NCAC 02H .05 W�ter.Quakty tTffication, Shoreline Stabilization
Water Resources
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
I. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information ,�,II L—�r'C� ���;�Name: — n/(�scc� �- Gzl �0 Jig
Mailing Address: /9101 PfWj t4 5'U14 C Pr
�.A+r�lz�:ws . I�IC 428031
Telephone Number: l0YJG. Afl6 Fax Number: 1
E-mail Address: �y-4- WetAl, 2._- (y fhe perlinr5vJ 4c[ut1Q- Com
2, Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be downloaded here:
http://www.saw.usace.army.mil/Portals[S9/docs/regulatory/reedocs/Permits/SAMPLE AGEN'f AUTHC
R12ATION FORM. df) must be attachedif the gent has signed this application form.
Name: e� ei
Company Affiliation:
Mailing Address: _
Telephone Number: Fax Number:
E-mail Address:
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 walls, docks, impervious surfaces, etc.),
rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and
FORM: SSGP 10-2013 Page 1 of 3

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: buirg Nearest Town: L.y iNe wg
Subdivision name or site ad ess (include phase/lot number): _T­�re-'PU_Vloj5uja
Dir ctions to s' e - please include road names and numbers, landmarks, etc.: =7
1 $ W orrN t 6-/-e. �oN � i6v P
O 0 I)uJ 1 sJ S k,14 r^ � � h 1) r.
Latitude (in decimal degrees) ,35.6 $S Longitude (dedmal degrees) �b48
S. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Co wtrAeft:i14
6. Property size (acres): o..37
7. Lake/ river/ ocean adjacent to property: LAKC t4OV-l"O")
8. Describe proposed work (include discussion as to how hardening of shorelinehasbeen
avoided, or why it is nCcessary): lJo WyrK It be-JO0c 1 N --`Tyl / I rel
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:
11. Total amount of disturbance (including all clearing, backfill, excavation, rip rap, retaining
walls, etc.) above the normI pool lake level/ Normal Water Level and 50 feet land -ward in
square feet or acres: __9 '4
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): vr- eR kXlI
• ;�Printed Name Dafe-
I15A NCAC 02H .0502(f)l
'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 ter L
Shoreline
Lake
(At Full Pond/NormalWaterLevel)
X39
Please approximately sketch the following information on this plan (provide dimensions for each
item, such os 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
I 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
6. Location of construction access corridors
FORM: SSGP 10-2013 Page 3 of 3

Montalvo, Sheri A
From:
Montalvo, Sheri A
Sent:
Monday, May 01, 2017 2:16 PM
To:
Ann Duncan
Subject:
The peninsula club
Importance: High
Ann,
We received plans and the fee for the above. There was not an application in the
package. We will need the full completed application before we can forward this in for
review. I will hold onto what I have until I am in receipt of the full application. Thanks
Sheri Montalvo
Administrative Assistant
401 & Buffer Permitting Branch
Division of Water Resources
North Carolina Department of Environmental Quality
919-807-6303 (office)
919 807-6494 (fax)
sheri. montalvo[aD-ncdenr.gov
Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604
Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

11290 Olde Cedar Court
Davidson, NC 28036
April 24, 2017
NCDENR — DIVISION OF WATER QUALITY
DIVISION OF WATER RESOURCES
1650 MALL SERVICE CENTER
RALEIGH, NC 27699-1650 D
2017
PROJECT: THE PENINSULA CLUB,�A`( j
PLANNED: APPROVAL FOR AN EXISTING PUMP STATION
EQ -WATER RESOURCES
LOCATION: LAKE NORMAN, CORNELIUS, NC MECKENBURG COUNTY D
401 & BUFFER PERMITTING
The Peninsula Golf Club has contracted with my company, Permits 4U, Inc, to obtain the necessary
permits for the existing pump station. The purpose of this application is to get proper approval for the
pump station and pipe that was originally installed in 1989. Crescent Resources was in the process of
developing this property and they did not get a conveyance permit for the pump station. The Peninsula
Club has been using the pump station for the last 26 years under this arrangement. As the Club was
getting permitted to replace a sea wall, it was determined that they was never a permit issued for the
pump station. Joe Kluttz with Duke Energy and his superior said to go ahead and replace the old pump
and get a conveyance application done this year.
The pumps were used to pull water out of the lake into the irrigation system. It pumps between 0-
800,000 gallons per day. Right now we are only pumping between 300,000 — 600,000 gallons per day. If
they were to ever upgrade their irrigation system they could run up to 900,000 gallons per day.
The rights will be conveyed to The Peninsula Club % Mr. Jared Nemitz, Director of Golf Course Grounds.
The leased area is 16,003 sq. ft. for 0.37 acres.
The velocity screen is 28 sq. ft. of open screen 1750 gpm of flow= .004 feet per second of the velocity at
the screen and @1750 the water flowing thru the 18" piper is traveling 2.2 fps,
The shoreline is already stabilized with a VA Fieldstone Wall
Please advise me on any comments, questions or changes /additions you might have concerning this
Conveyance Application. Please mail or email all correspondence to; Permits 4U Inc. 11290 Olde Cedar Ct
Davidson, NC 28036 or email to [e-mail].
Sincerely
Ann Duncan
Permits 4U, INC.

F
E
If
I:
A
[ 4r-4" ]
52"
WET
WELL
[ 6'-6" ]
78"
WET _
WELL q 0
0 60"
WET WELL
7
( 20'-2" ]
242"
[e
5 1 4
APPROVAL DRAWING
9/10/2015
VFD PrTMMP
f WET WELL
14" X 28" USABLE 30 1/8"
ACCESS
42" NEC
REQUIRED
CLEARANCE
[ 131-2r, ]
O SLAB DETAIL 158"
-,, (SEE NOTE)
7 1/8" � O
10"
10" WYE STRAINER
3 VERTICAL
TURBINE PUMPS
60 HP 1750 GPM
20 1/8"
uFLUSH
LINE (2" NPT CONN.)
PRESSURE
DISCHARGE TO ATMOSPHERE
TRANSDUCER
MUST HAVE NO RESTRICTION
PROs. NO.
OR PIPE UNDER SURFACE OF LAKE
MAGNETIC
(PLUMBING SUPPLIED BY OTHERS)
FLOWMETER
1 31
CONTROL
CABINET ,-A/C UNIT
DISCHARGE
ISOLATION
1 1 1 VALVE (8")
8" F.E. X 14" F.E. 17 1/8"
DISCHARGE Z PIPE
i
S j
PIPE SUPPORTS
1 `
61 1/2"
7.5 HP PRESSURE
MAINTENANCE PUMP
[ 9'-3 1/8"]
111 1/8"
[10'-1 5/8"1
[ T -O" ] 121 5/8"
84"
DECK
n ' G
TRUE 0 19 3/4"
3
1
30"
6"
NOTE: WEIGHS APPROX 550LBS
REQUESTED FLOW REQUIRES 18 SQFT OF SCREEN,
AS REQUESTED THIS LAKE INTAKE BOX
SCREEN PROVIDES 28 SQFT OF SCREEN AREA
PRESSURE RELIEF
VALVE
r,
E
POWER: 480/3/60 V/PH/HZ
FLOW: 1750 GPM
DISCHARGE PRESSURE: 120 PSI F
NOTE: DRAWING BASED ON
QUOTE #GVTO52115
A
�.Y 1 2017
SIGN ALL PLUCKS POR PRODUC'T'ION RL'LLASE
GENERAL ARRANGEMENT APPROVAL (INCLUDING ELECTRICAL REQUIREMENTS)
THIS DRAWING EMBODIES A CONFIDENTIAL PROPRIETARY
DESIGN ORIGINATED BY RAIN BIRD CORPORATION. ALL
DESIGN, MANUFACTURING, USE AND SALE RIGHTS RE-
GPRDING THE SAME ARE EXPRESSLY RESERVED ITIS
SUBMITTED UNDER A CONFIDENTIAL RELATICNSHP FOR
ASPE DIIN THIS lSUPPLYAGREESDIBY
gCCEP1INGTHS ORANING NOT TO SUPPLY OR DISCLOSE
TO
ANY INFORMATIONREGARDING IT TO ANY UNAUTHORIZED
PERSON, OR TO INCORPORATEIN OTHER PROJECTS ANY
SPECIAL FEATURE UNIQUE TO INDESIGN. ALL PATENT
RIGHTS HERETO ARE EXPRESSLY RESERVED.
TOLERANT `!1/6'
HOLE -lir37
ANGULAR =!2•
DECIMAL xx ° :.1�0''
TOLERANCE,xXX_i:o06a
M4 &r10R01E
S:AE
1:64
SYSTEMS MFG. DN,
TUCSON, ARIZONA
TITLE____--
PROs. NO.
ANG
TITLE
3 VT PUMP STATION
76 3/8"
t
�j
I
`I
1 31
PUMPSET APPROVAL
'I
,rrl
it
r,
E
POWER: 480/3/60 V/PH/HZ
FLOW: 1750 GPM
DISCHARGE PRESSURE: 120 PSI F
NOTE: DRAWING BASED ON
QUOTE #GVTO52115
A
�.Y 1 2017
SIGN ALL PLUCKS POR PRODUC'T'ION RL'LLASE
GENERAL ARRANGEMENT APPROVAL (INCLUDING ELECTRICAL REQUIREMENTS)
[8'-10"]
106"
DECK
--
THIS DRAWING EMBODIES A CONFIDENTIAL PROPRIETARY
DESIGN ORIGINATED BY RAIN BIRD CORPORATION. ALL
DESIGN, MANUFACTURING, USE AND SALE RIGHTS RE-
GPRDING THE SAME ARE EXPRESSLY RESERVED ITIS
SUBMITTED UNDER A CONFIDENTIAL RELATICNSHP FOR
ASPE DIIN THIS lSUPPLYAGREESDIBY
gCCEP1INGTHS ORANING NOT TO SUPPLY OR DISCLOSE
TO
ANY INFORMATIONREGARDING IT TO ANY UNAUTHORIZED
PERSON, OR TO INCORPORATEIN OTHER PROJECTS ANY
SPECIAL FEATURE UNIQUE TO INDESIGN. ALL PATENT
RIGHTS HERETO ARE EXPRESSLY RESERVED.
TOLERANT `!1/6'
HOLE -lir37
ANGULAR =!2•
DECIMAL xx ° :.1�0''
TOLERANCE,xXX_i:o06a
M4 &r10R01E
S:AE
1:64
SYSTEMS MFG. DN,
TUCSON, ARIZONA
TITLE____--
PROs. NO.
ANG
TITLE
3 VT PUMP STATION
76 3/8"
t
MoaFlEOT
SdiQv'Jorks 2013
PART NO. REV.
PUMPSET APPROVAL
SHEET 10f1
A 1
SIGNATURE ----------------------------------
DATEL -------- ---- ----------
I . - I I
TITLE------------------------------------
SIGNATURE VERIFIES DRAWING DIMENSIONS MEET SITE REQUIREMENTS
AND SCOPE OF THE ABOVE REFERENCED QUOTE. CHANGES AFTER APPROVAL
3
COULD RESULT IN DELIVERY DELAYS AND ADDITIONAL COST.
NOTES:
16-10"
[16-0' ] [ ]
1
DIMENSIONS ARE FOR REFERENCE ONLY. SUBSEQUENT APPROVAL
192" 202"
DRAWING WILL INCLUDE FINAL DIMENSIONS.
2.
DIMENSIONS SHOWN ARE MINIMUM RECOMMENDED CLEARANCES FROM
j
PUMP
WET
PUMP STATION TO INSIDE WALLS. PUMP HOUSE WALL THICKNESS SHOULD
T WELL
BE ADDED TO OBTAIN OVERALL SLAB DIMENSIONS.
3.
SLAB DETAIL IS PROVIDED FOR ILLUSTRATION ONLY. THE ARCHITECT OR
PROJECT ENGINEER SHOULD BE CONSULTED FOR CONSTRUCTION DETAIL.
4-
SLAB AND PUMP HOUSE MUST BE BUILT IN ACCORDANCE WITH LOCAL
BUILDING CODES.
NOTICE:
UNLESS OTHERJMSE
sPE�F o
SPECIFIED
URANN QATE
MH s orzm6
PROD, NAME
FRACTIONAL
OESIGNEO DATE
AM
THE PENINSULA CLUB
[8'-10"]
106"
DECK
--
THIS DRAWING EMBODIES A CONFIDENTIAL PROPRIETARY
DESIGN ORIGINATED BY RAIN BIRD CORPORATION. ALL
DESIGN, MANUFACTURING, USE AND SALE RIGHTS RE-
GPRDING THE SAME ARE EXPRESSLY RESERVED ITIS
SUBMITTED UNDER A CONFIDENTIAL RELATICNSHP FOR
ASPE DIIN THIS lSUPPLYAGREESDIBY
gCCEP1INGTHS ORANING NOT TO SUPPLY OR DISCLOSE
TO
ANY INFORMATIONREGARDING IT TO ANY UNAUTHORIZED
PERSON, OR TO INCORPORATEIN OTHER PROJECTS ANY
SPECIAL FEATURE UNIQUE TO INDESIGN. ALL PATENT
RIGHTS HERETO ARE EXPRESSLY RESERVED.
TOLERANT `!1/6'
HOLE -lir37
ANGULAR =!2•
DECIMAL xx ° :.1�0''
TOLERANCE,xXX_i:o06a
M4 &r10R01E
S:AE
1:64
SYSTEMS MFG. DN,
TUCSON, ARIZONA
PROs. NO.
ANG
TITLE
3 VT PUMP STATION
U7ANgNG NUMBER
APPROVAL -A
MoaFlEOT
SdiQv'Jorks 2013
PART NO. REV.
OWu" SYMe0Ls
PER ANSI
SHEET 10f1
A 1
E
1
C
1
A

LEGEND
Invergordon a
L
n'
UNE TABLE
•
EIP (AS DESCRIBED)
BOUNDARY LINE (AS SURVEYED)
\u
S1 TE �
S49'44'45"E
25.54'
O
SIP (#5 REBAR)
BOUNDARY LINE (BY DEED OR PLAT)
O0
S30'30'36"E
8.42'
L4
1$(
NPS (NO POINT SET)
- - RIGHT-OF-WAY LINE
y
0
17.53'
L6
N49'51.20"W
W®
WATER METER - - -
- - EASEMENT LINE
0. 4
L8
S64'40'01 *W
__w_
SIGN
TIE LINE
4.29'
L12
N78'41'41'W
48.17'
TR
TRANSFORMER
LIGHT POLE
- TOP BANK OF CREEK /RIVER
L14
N72'42.01"W
55.98'
L15
515'17.22"W
58.99'
• - CENTER OF DITCH / DRAIN
1>
24.58'
G 111
P�1� `�G
EM
ELECTRIC METER
LIS
VICINITY MAP
PROJECT
L19
LOCALIZED AT CP #2
24.58'
NOT TO SCALE
of 1aP�1�'
TRP NAIL
N6411'41'E
SIDEWALK
41" N 631633.13
OPp OGS E 1432268.84 85.41 GROUND 8&3» GRID
G �Q EL 767.23
�G CGF 0.999848054 CURB /
5' GOLF COURSE
EASEMENTS & DOUBLE /
EAGLE BOAT SLIP OWNERS
]DOUBLE SIDEWALK EASEMENT EIP #5 REBAR
50' PUBLIC EAGLE DRIVE
R/W PER MBC5 TOTAL
24 PG 656 -
EIP #4 f _ (C1)-�
EIP #4 REBAR
�(p N4724'39"E 111.41' Ell
r'.
COLIN C. BAIN
AND WIFE
TARA L. BAIN /t
PIN 001-59-101 0�
DB 25285 PG 728
FIELD RAN 760'
CONTOUR (NGVD 1929)
[759.30 IN NAVD 1988 r
DATUM)
//
/
I
BENT BFP*
5
22
- 2 .5'
#5 REBAR .. s.
m EIP I ,; BUILDINI
BENTI
015 5 BA '+ 22.3'
L8 G18 _ _
EIP #4 REBAR L9 TIE >>
----------------------
ROPE,
GUARD RAIL
WOOD
S23'13'38"E 66.24' TIE BOLLARD
/ SEE DETAIL "A
EIP 4 REBAR PPOA MAINTENANCE AREA
# PER MB 24 PG 656
N/F DUKE POWER CO.
LAKE NORMAN
DB. 2226, PG. 175
PLAT CERTIFICATION
PROPOSED EASEMENT
16,003 SQ. FT.
SIDEWALK 401
TRANSFORMER ON cyv
CONCRETE PAD
(,�BOAT
FLARED ENDSTRUCTURE
IRRIGATIONCONTROL VALVEo,RIP-RAP' DOUBLE EAGLE
SLIP OWNERS .tuIDEWALK EASEMENT ,N
hN�
SHEET 1_'
SHEET 2
I, DAVID L HAYWOOD, JR., CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:59,970; THAT THIS MAP MEETS THE REQUIREMENTS OF
THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
21 NCAC 56.1600); AND THAT:
D. THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED SURVEY,
OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION;
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
10TH DAY OF APRIL, 2017 A.D.
PREUMINARY PLAT NOT FOR RECORDATION,
CONVEYANCES OR SALES
PROFESSIONAL LAND SURVEYOR LICENSE NO. L-4822
EIP #5 REBAR
SEE NOTE #9
THE PENINSULA CLUB, INC
PIN 001-58-136
DB 11004 PG 474
THE PENNSULA PROPERTY
OWNER Af,SSOCUITION, NC
PIN 001-58-138
DB 6778 PG 174, TRACT 1
AREA 21.151 SQ FT (0.486 AC)
EIP #5 REBAR
/ EIP #5 REBAR
1
1
1 _j J
1
1
11 EIP EIP #5 REBAR
j\�5AR
1
1EIP #5 REBAR
Mr -L5 EIP #5 REBAR
SHEET 1 OF 2
EASEMENT SURVEY
WATER ACCESS LOT PENINSULA p �ll
PROPERTY OF PROPERTY OWNERS ASSOCIATION, IN
LEMLEY TOWNSHIP MECKUTIBURG CO., M
PLAT RECORDED IN MB. 24 PG, 656 DEED RECORDED IN DB,11004, PG. 4 rn
FOR CLIENTS ---CAROLINA LAND o o !
SCALE, 1 IN. = 50 FT. DATE, APRIL 10 20 1 UUU
0 50 100 150 -�
LAND DEVELOPMENT SERVICES
N.C. FIRM LICENSE NO, C-0263
CES4- 45 SPRING STREET SW CONCORD [phone]
CONCORD, NC 28025 FAX [phone]
ACAD FILE, 170119 EASEMENT.DWG
© cew 201- CESI JOB NO.: 170119.000
UNE TABLE
LINE
BEARING
DISTANCE
LI
S49'44'45"E
25.54'
L2
S72'32'10'E
46.03'
L3
S30'30'36"E
8.42'
L4
S21'16'1B'E
21.75'
L5
S82'32'39'W
17.53'
L6
N49'51.20"W
37.16'
L7
N78 -41.41-W
8.28'
L8
S64'40'01 *W
20.55'
L11
S61'02'03'W
4.29'
L12
N78'41'41'W
48.17'
L13
N28'42'29'W
57.45'
L14
N72'42.01"W
55.98'
L15
515'17.22"W
58.99'
Lib
S78'41.41 "E
24.58'
L17
S61 *02'03'W
32.31'
LIS
N61'02'03"E
25.29'
L19
N78'41'41'W
24.58'
PLAT CERTIFICATION
PROPOSED EASEMENT
16,003 SQ. FT.
SIDEWALK 401
TRANSFORMER ON cyv
CONCRETE PAD
(,�BOAT
FLARED ENDSTRUCTURE
IRRIGATIONCONTROL VALVEo,RIP-RAP' DOUBLE EAGLE
SLIP OWNERS .tuIDEWALK EASEMENT ,N
hN�
SHEET 1_'
SHEET 2
I, DAVID L HAYWOOD, JR., CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:59,970; THAT THIS MAP MEETS THE REQUIREMENTS OF
THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
21 NCAC 56.1600); AND THAT:
D. THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED SURVEY,
OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION;
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
10TH DAY OF APRIL, 2017 A.D.
PREUMINARY PLAT NOT FOR RECORDATION,
CONVEYANCES OR SALES
PROFESSIONAL LAND SURVEYOR LICENSE NO. L-4822
EIP #5 REBAR
SEE NOTE #9
THE PENINSULA CLUB, INC
PIN 001-58-136
DB 11004 PG 474
THE PENNSULA PROPERTY
OWNER Af,SSOCUITION, NC
PIN 001-58-138
DB 6778 PG 174, TRACT 1
AREA 21.151 SQ FT (0.486 AC)
EIP #5 REBAR
/ EIP #5 REBAR
1
1
1 _j J
1
1
11 EIP EIP #5 REBAR
j\�5AR
1
1EIP #5 REBAR
Mr -L5 EIP #5 REBAR
SHEET 1 OF 2
EASEMENT SURVEY
WATER ACCESS LOT PENINSULA p �ll
PROPERTY OF PROPERTY OWNERS ASSOCIATION, IN
LEMLEY TOWNSHIP MECKUTIBURG CO., M
PLAT RECORDED IN MB. 24 PG, 656 DEED RECORDED IN DB,11004, PG. 4 rn
FOR CLIENTS ---CAROLINA LAND o o !
SCALE, 1 IN. = 50 FT. DATE, APRIL 10 20 1 UUU
0 50 100 150 -�
LAND DEVELOPMENT SERVICES
N.C. FIRM LICENSE NO, C-0263
CES4- 45 SPRING STREET SW CONCORD [phone]
CONCORD, NC 28025 FAX [phone]
ACAD FILE, 170119 EASEMENT.DWG
© cew 201- CESI JOB NO.: 170119.000
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
(C1)
21.75'
305.00'
N45'10'59"E
21.75'
(C2)
47.64'
305.00'
N38'39'57'E
47.59'
(C3)
6.26' 1
305.00'
N33'36'1 4"E
6.26'
(C4)
119.10'
305.00'
N21 -49-45"E
118.35'
C5 TOTAL
194.75'
1 305.00' 1
N28 -56.03"E
191.45'
PLAT CERTIFICATION
PROPOSED EASEMENT
16,003 SQ. FT.
SIDEWALK 401
TRANSFORMER ON cyv
CONCRETE PAD
(,�BOAT
FLARED ENDSTRUCTURE
IRRIGATIONCONTROL VALVEo,RIP-RAP' DOUBLE EAGLE
SLIP OWNERS .tuIDEWALK EASEMENT ,N
hN�
SHEET 1_'
SHEET 2
I, DAVID L HAYWOOD, JR., CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:59,970; THAT THIS MAP MEETS THE REQUIREMENTS OF
THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
21 NCAC 56.1600); AND THAT:
D. THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED SURVEY,
OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION;
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
10TH DAY OF APRIL, 2017 A.D.
PREUMINARY PLAT NOT FOR RECORDATION,
CONVEYANCES OR SALES
PROFESSIONAL LAND SURVEYOR LICENSE NO. L-4822
EIP #5 REBAR
SEE NOTE #9
THE PENINSULA CLUB, INC
PIN 001-58-136
DB 11004 PG 474
THE PENNSULA PROPERTY
OWNER Af,SSOCUITION, NC
PIN 001-58-138
DB 6778 PG 174, TRACT 1
AREA 21.151 SQ FT (0.486 AC)
EIP #5 REBAR
/ EIP #5 REBAR
1
1
1 _j J
1
1
11 EIP EIP #5 REBAR
j\�5AR
1
1EIP #5 REBAR
Mr -L5 EIP #5 REBAR
SHEET 1 OF 2
EASEMENT SURVEY
WATER ACCESS LOT PENINSULA p �ll
PROPERTY OF PROPERTY OWNERS ASSOCIATION, IN
LEMLEY TOWNSHIP MECKUTIBURG CO., M
PLAT RECORDED IN MB. 24 PG, 656 DEED RECORDED IN DB,11004, PG. 4 rn
FOR CLIENTS ---CAROLINA LAND o o !
SCALE, 1 IN. = 50 FT. DATE, APRIL 10 20 1 UUU
0 50 100 150 -�
LAND DEVELOPMENT SERVICES
N.C. FIRM LICENSE NO, C-0263
CES4- 45 SPRING STREET SW CONCORD [phone]
CONCORD, NC 28025 FAX [phone]
ACAD FILE, 170119 EASEMENT.DWG
© cew 201- CESI JOB NO.: 170119.000

—�" w
LEGEND
Invergordon rn
Ln. L0
•
EIP (AS DESCRIBED)
BOUNDARY LINE (AS SURVEYED)
SITE '0\O
O
SIP (#5 REBAR)
— BOUNDARY LINE (BY DEED OR PLAT)
NPS (NO POINT SET) — —
RIGHT-OF-WAY LINE
O0�
pW®
WATER METER — - - - - -
- — EASEMENT LINE
Oma.p
-�
SIGN
TIE LINE
TR
TRANSFORMER
TOP BANK OF CREEK / RIVER
LIGHT POLE _ .. _ .. _ .. — .. — ..
_ .. — CENTER OF DITCH / DRAIN
EM
ELECTRIC METER
VICINITY MAP
NOT TO SCALE
NOTES:
1. TRAVERSE ADJUSTED BY LEAST SQUARES ADJUSTMENT METHOD; RAW
ERROR OF CLOSURE IS 1:59,970.
2. AREAS COMPUTED BY COORDINATE COMPUTATIONS.
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
4. SUBJECT PROPERTY LOCATED IN ZONE X (AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND ZONE AE
(BASE FLOOD ELEVATIONS DETERMINED) AS PER F.I.R.M. MAP NUMBER
371046330OJ, EFFECTIVE DATE MARCH 2, 2009.
5. BASIS OF NC GRID - NAD 83(2011), EPOCH 2010.00 AND NAVD 1988
ELEVATIONS WERE DERIVED FROM NCGS NETWORK RTK ON JANUARY
27, 2017. THIS WAS A CLASS A SURVEY (POSITIONAL TOLERANCE
<0.10'), GEOID MODEL GEOID12B AND UNIT OF MEASUREMENT IS U.S.
SURVEY FEET.
6. PROJECT POINT OF LOCALIZATION IS TRAVERSE NAIL #2;
N=631,633.13', E= 1,432,268.84', ELEV= 767.23' C.G.F.=
0.999848054.
7. THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30(M).
8. BASIS OF NC GRID-NAD83(2011), EPOCH 2010.00 & NAVD 1988
ELEVATIONS WERE DERIVED FROM NCGS NETWORK RTK ON JANUARY
25TH, 2017. THIS WAS A CLASS A SURVEY (POSITIONAL TOLERANCE
<0.10'); GEOID MODEL GEOID 12B AND UNIT OF MEASURE IS U.S.
SURVEY FEET.
9. THERE IS A 20' PUBLIC STORM DRAINAGE EASEMENT SHOWN IN THIS
AREA ON MB. 24PG. 656, UNABLE TO PLOT
REFERENCES:
1. ALL DEEDS AND MAPS SHOWN HEREON:
2. MECKLENBURG COUNTY ON-LINE G.I.S. TAX MAP.
3. RECORDED MAP TITLED "REVISION OF THE SUBDIVISION PLAT OF THE
PENINSULA PHASE XII", BY CESI, DATED AUGUST 12, 1994, CESI JOB
NO. 93-11-07, RECORDED AT THE MECKLENBURG COUNTY REGISTRY
IN MB. 26, PG. 271.
4. RECORDED MAP TITLED "FINAL SUBDIVISION PLAT OF NORTH SHORE
AT THE PENINSULA PHASE XI", BY CESI, DATED AUGUST 6, 1993,
CESI JOB NO. 93-06-15, RECORDED AT THE MECKLENBURG COUNTY
REGISTRY IN MB. 25, PG. 600.
S53'52'13"E 12.35'
� / EASEMENT AREA
97 SQ. FT (MB. 24, PG. 656— —
Ts53.52'13"E 1e.21' �
\ S58'57'23"E 15.81'
S40'23'26"W 7.14'
\ \\ S41'30.00 11.25' I
EASEMEN AREA
245 Q. FT.
S0j'18.42"E 1x.18'
// L11 I
N88.45. 6"E 3.95' I II N8 '45'26"E 3.08'
N50'33'52 5.61'
SCALE, 1 IN. = 20
I /
L/ 1.9+ S57'20'41 "E 5.14'
0�O 119 \F�S.i N80'02'59"E 3.63'/�[J69'54'59"W 7.86' SSs L12
2"YW 9.33
FT.
PLAT CERTIFICATION
I, DAVID L HAYWOOD, JR., CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTIONS RECORDED IN REFERENCES AS SHOWN HEREON); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:59,970; THAT THIS MAP MEETS THE REQUIREMENTS OF
THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56.1600); AND THAT:
® D. THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED SURVEY,
OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION;
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
10TH DAY OF APRIL, 2017 A.D.
PRELIMINARY PLAT NOT FOR RECORDATION,
CONVEYANCES OR SALES
PROFESSIONAL LAND SURVEYOR LICENSE NO. L-4822
SHEET 2 OF 2
EASEMENT SURVEY
WATER ACCESS LOT PENINSULA
PROPERTY OFA PROPERTY OWNERS ASSOCIATION, INC.
LEMLEY TOWNSHIP
MECKLENBURG
CO., NC
PLAT RECORDED IN MB. 24 , PG. 656 DEED RECORDED IN DB.11004, PG. 474
FOR CLIENTi CAROLINA LAND
SCALE, 1 IN. = 50 FT. DATE, APRIL 10 20 17
0 50 100 150
LAND DEVELOPMENT SERVICES
CESI N.C. FIRM LICENSE N0. C-0263
(704)
45 SPRING STREET SW CONCORD C704) 786-5404
CONCORD, NC 28025 FAX [phone]
ACAD FILE, 170119 EASEMENT.DWG
© CESI 201- CESI JOB NO.: 170119.000

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N"AY 1 2017
DEQ -WATER RESOURCES
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