20161235 Ver 1_Shoreline Stabilization_20161214

F&WK
LETTER OF TRANSMITTAL WDICKSON
community infrastructure consultants
616 Colonnade Drive Charlotte, North Carolina 28205 704.334.5348 tel. [phone] fax
NC Department of Natural Resources
TO: Division of Water Resources
1650 Mail Service Center
DATE: December 12, 2016
Raleigh, NC 27699-1650 RE: Mallard Head CC
Irrigation Withdrawal
ATTENTION: 401 & Buffer Permitting Unit WKD #2016025900CL
We are sending via: ❑ Overnight ® UPS
The following items: ❑ Correspondence ® Plans
❑ Pick-up ❑ Hand Delivered
❑ Specifications ® Other as listed below:
COPIES
DATE NO.
DESCRIPTION
1
1 pg.
Narrative Letter
3
21 pgs.
Submittal Information
1
Check for Application Fee of $240 (Check # 700)
1
1 pg.
Agent Authorization Form
3
3 pgs.
Shoreline Stabilization Application Form
l
THESE ARE TRANSMITTED as checked below:
® For Approval
❑ As Requested
❑ Approved as Submitted
❑ Returned for Corrections
❑ For Your Use
® For Review and Comment
❑ Approved as Noted
❑ Forward to Subcontractor
REMARKS:
Please find the submittal attached. Should you have any questions or comments, please let us know.
Thanks again for your help,
Email: MBareawkdickson.com
COPY TO: Files
SIGNED:
Matt Bare PE, SI

Ph W I <
WDICKSON
community infrastructure consultants
December 08, 2016 WKD Project No. 2016025900CL
NC Department of Natural Resources
Division of Water Resources
Attention: 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Mallard Head Country Club Golf Course -185 Mallard Way
Mooresville, NC 28117 Iredell County
Irrigation Water Withdrawal Relocation
Greetings:
Mallard Head Country Club (MHCC) Golf Course is an 18 -hole golf course located on Lake Norman in Mooresville and was originally built in the
late 1970s. With the golf course being adjacent to Lake Norman, the golf installed an irrigation water withdrawal pump when the course was built.
The existing water withdrawal is located at 259 Pintail Run Lane in Mooresville.
Earlier this year, the property owner of the existing water withdrawal location told MHCC that the property would be put up for sale and the
suction line, pump, and pump appurtenances would have to be removed. Therefore, MHCC discussed obtaining an easement and ground lease
agreement with nearby property owners. An adjacent property owner agreed to allow MHCC an easement and a ground lease agreement. The
existing property with the new easement is a vacant lot with a dock and float, and is primarily used for family gatherings.
MHCC desires to relocate their existing withdrawal approximately 300 linear feet south of their existing location. Due to the age of the older
pump, MHCC will be installing a new pump. MHCC hired an irrigation engineer to assist them in choosing a pump that would be the closest to
their previous one while being quiet and reliable. The adjacent property owner will allow them to place the suction line under the existing dock.
The total ground/shoreline disturbance will be minimal. We anticipate the shoreline disturbance at approximately ten linear feet. In order to
relocate the withdrawal, MHCC will have to obtain a Conveyance Permit from Duke Energy. As part of the Conveyance application, MHCC must
provide the Duke Energy recommended agencies and organizations an opportunity to review the proposed project. Duke has instructed us to use
a 15' buffer around the proposed irrigation water pipeline. This yields a proposed Conveyance easement of approximately 1,244 square feet, 0.029
acres.
MHCC follows the Duke Energy Low Inflow Protocol (LIP). MHCC also reports their Annual Water Use to North Carolina Division of Water
Resources as required by the General Statute and North Carolina's Administrative Code. MHCC's Facility ID is 0619-0001 with a Recreation Facility
Type. MHCC has already discussed this relocation with Water Resources contact John Barr of NC Department of Environmental Quality. Mr. Barr
intends once approvals are obtained, the withdrawal will keep the same Facility ID. MHCC's existing withdrawal rate is approximately 300,000
gallons per day on average with a maximum of 334,000 gallons per day. This average rate will remain similar at the proposed location. We
anticipate a maximum Average Daily Withdrawal not to exceed 350,000 gallons. Per the pump curve, the pump has a capacity of approximately
380 GPM, 547,200 gallons per day. The proposed withdrawal structure will have openings using screens with openings no larger than one
centimeter. As long as the surface area of the total openings is larger than 1.85 square feet the maximum intake velocity will be less than 0.5 feet
per second. There will be no discharge into Lake Norman, just withdrawal.
The Golf Course hopes to relocate their withdrawal late February.
Please do not hesitate to contact us by phone or e-mail at any time to provide comments and/or clarification. Thank you for your assistance.
Sincerely, 2
C/�1 !�
Matt Bare PE, SI
Project Engineer
W.K. Dickson & Co., Inc.
[e-mail]
M:\Projects\Mallard Head Country Club \20160259000L- Country Club Duke Energy Conveyance Permit\ Documents \ [Approvals \E 2016-12-08L Mallard Head CC Narrative Letter(NCDENR DWQ).Doc
616 Colonnade Drive
Charlotte, NC 28205
Tel. [phone]
Fax [phone]
www.wkdickson.com
Transportation 9 Water Resources • Urban Development • Geomatics

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO.
STREET ADDRESS: 263 Pintail Run Lane
Mooresville, NC 28117
PARCEL ID: PIN: 4636649181.000
Please print: Mallard Head Development Corp. Attn: Edward Campbell
Property Owner:
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Matthew D. Bare , of
W.K. Dickson & Co., Inc.
(Contractor / Agent) (Name of consulting firm)
Telephone: [phone]
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
185 Mallard Way, Mooresville, NC 28117
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
j Eel I �'A � —
Authorized Signature I Authorized Signature
Date: l 1J �C ':�O/ b Date:

State of North Carolina
Department of Environment and Natural Resources
DWR 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
I. Applicant Information [15A NCAC 02H .0502(a
1. Owner Information
Name: Mallard
Mailing Address
Attn: Edward Campbell
20161235
185 Mallard Way
Mooresville, NC 28117
Telephone Number: 704.664.7031 Fax Number:
E-mail Address: [e-mail]
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/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTH
ORIZATION FORM.pdf) must be attached if the Agent has signed this application form.
Name: Matthew Bare
Company Affiliation: WK Dickson & Co., Inc.
Mailing Address: 616 Colonnade Drive
Charlotte, NC 28205
Telephone Number: 704.334.5348 Fax Number:
E-mail Address: [e-mail]
Person to receive the Certification Approval: Matthew Bare
II. Project Information [15A NCAC 02H .0502(a) & (b)1
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

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: Iredell Nearest Town: Mooresville
Subdivision name or site address (include phase/lot number): 263 Pintail Run Lane,
Mooresville, NC 28117
Directions to site - please include road names and numbers, landmarks, etc.: From 1-77
going North from Charlotte toward Statesville, take exit 35 for Brawley School Road and
turn left. Then travel for approximately 2.2 miles, then turn left onto Canvasback Road.
Travel for approximately 0.5 miles and then turn right onto Old Squaw Trail. Travel for
approximately 0.1 miles and then turn left onto Billy Jo Road. Travel for approximately 0.1
miles and then turn right onto Pintail Run Lane. The site will approximately 0.7 miles down
Pintail.
Latitude (in decimal degrees) 35.55978889 Longitude (decimal degrees) 80.89252778
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Undeveloped tract used for frequent family gatherings
6. Property size (acres): Approximately 1.26 acres
7. Lake/ river/ ocean adjacent to property: Lake Norman
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): The proposed work will include installing a new 4" PVC
irrigation pipeline on land with a new pump and enclosure. Then installing a new 4"
suction line under an existing dock for the pump to withdrawal lake water to help irrigate
the existing solf course.
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:
Approximately 50 square feet
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: Approximately 670 square feet
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): The existing trees shall
FORM: SSGP 10-2013
Page 2 of 3

not be disturbed. The vegetation to be disturbed will be existing grass. Any disturbed grass
will be replanted.
Owner/Agent's Signature' [15A NCAC 02H .0502(f)] Date
*Agent's signature is valid only if an authorization letter from the owner is provided.
Full Pond/
Normal Water Level
Shoreline
Lake
(At Full Pond/Normal Water Level)
Proposed irrigation suction
pipeline will travel under
existing dock
Please see
attached plans for
additional details
Please approximately sketch the following information on this plan (provide dimensions for each
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.
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

Vicinity Map
Mooresville, North Carolina
Iredell County

Detailed Location Map
Mooresville, North Carolina
Iredell County

Detailed Location Map
Mooresville, North Carolina
Iredell County

E
x
k USGS U.S. DEPARTMENT OF THE INTERIOR I�'1„Y Wap LAKE NORMAN NORTH QUADRANGLE
U.S. GEOLOGICAL SURVEY *US Topo 75 -MINUTE SERIES
.k-Yw,pFrapyNg wam i►
P,,,,,,theby the United States Cae'llgilli Survey f SCALE 1:24 000 MAD CLAmFICAT0N
eYlWrosl
Waaa cmaenc System o11W4IWG5M1. Iryecnm,M R 0.5 0 xIlU3ETER5 1 - - - ExpnsswY Loulfvn w•
;tWmehrtlb.umveral T',nroru Mna ystama ofl9Ry IIS SW 0 _..—.__ 2000Sem __ yrs•
f C rd CuvaM METER t00DMaM1 NwYOIRuO �qy
0 m,pnnot, legal arcum Barman maYtr x 0 w� rsGte Rate I Route to Rpum men
genenllzea ler Ws m�srele.vM,a: I,rm wlgln g9sernnwn[ M� aveaWUKK.ne. .Inm tfG OSI, I♦nY
n. Datab pamlelm More a000 �m w
m4 aY lanae FFFT bM
AP acuxArbx AT [ENTER of sxEET -r"N
a hi urR oxn AlrD al wAtw[nc xpnx
Imagery .............................. ... .. ....NAIP. 3rne 301x
........... EGwTDNR INTERVAL t0 FEET Fu ..Census Rwe,u. MOSS 301!.... ryexm n tpRTN AMFPoGN VFMICALNya�g,PM....................NaWiwl WanpnY wtn�, 3ot� 4o mp w.,'. -1.u _w tw 9Abar . LR i
Wlbnl Gmtlatlal Program uSTopo vreauct StaM,N, io11. 61Rwnvllle N
w............Fws Nabna w.mnm InvnitvY »n - mIx AmetaWd nb naocwtea wlq tHs praOuc[is tr,h venbn o.x.19 a T zlexe I.ap,ag LAKE NORMAN NORTH, NC �
�uu
n muvxl awpxP 1 s 2016

Mallard Head Golf Course
North Carolina State Historic Preservation Office GIS Map
8 a yy
oo
CISa'Ick Lo
�d°1 Rt1 �s NIMlard Heal
qe 9G nunlr/ i III, U+'eJ S(;Lj3W
a nr
m nb�rJY �.n
�a Past. Ln h
c — a
C
r
s
11"ne )wilt or
U
\`S,aIYY to
3
a
i
December 6, 2016
NR Points
# NR Individual Listing
0 NR Listing, Gone
U
n,
� L
a
C6
`� tt
c.
Trai Di
J
C
IREDELL
3
Q
Ln
O
0
%troarn C){
01 rn
o °s. Y
a Tl
����ewinSl LrPenin&L' RT
4
*Z%ina Ln w
*Ywatchor" ` Cotnrno4';tr
ID0509 Ephrism Davidson
Family House 1981
■
n 4a
v'sW�
Corona Cir
� Ada�ibu Ru
m �yyHna Dr
� � O
t
R nhuw go pep`0
`Oo
1:20,000
0 0.15 0.3 0.6 mi
1 —I I I r� , r. .1 1 1
0 0.275 0.55 1.1 km
Sources: Esri, HERE, Del-orme, USGS, Intermap, INCREMENT P, NRCan,
Esri Japan, WTI, Esri Chna (Hong Kong), Esri Korea, Esri (Thailand),
v
CN.
s
6
rui
a
ID0509 Ephrism Davidson
Family House 1981
■
n 4a
v'sW�
Corona Cir
� Ada�ibu Ru
m �yyHna Dr
� � O
t
R nhuw go pep`0
`Oo
1:20,000
0 0.15 0.3 0.6 mi
1 —I I I r� , r. .1 1 1
0 0.275 0.55 1.1 km
Sources: Esri, HERE, Del-orme, USGS, Intermap, INCREMENT P, NRCan,
Esri Japan, WTI, Esri Chna (Hong Kong), Esri Korea, Esri (Thailand),

New houses under
construcfion
L ,
'�-__�•s.�.i_1 � — it - I--�..-r [
` � ' � ivy ��- � �"t ,r '-• � ^a iRaoil
�a-
f. � � `• tiw..� +may_ _
-_ Ste- � .. • - . � `�' - - '�
4

1- -1 — —
7 -
AA
Von, I
;WAF
llh
Existing fixed dock. Proposed
gation to be installed and attached
under existing dock and ramp
1A
-3-:
Intake stricture to Nu
end of pipeline

Mallard Head Country Club
Irrigation Withdraw Relocation
Date of Pictures: 12/01/2016
Approx. location of pump
pad with enclosure
(=5'(L) x =4'(W) x=3'(H))
IL =
t���
Proposed location of 4" _
PVC irrigation pipeline
760' Lake Contour is right
., ,t behind existing silt fence
on lake side
Proposed 10'
easement
boundary
t

Om
z
FUO
OJU
p W
0
¢ma
zd�
217
5a
O=w
.o,
ya0
F N 0
w
Oz.
-o
zz.u.z
1200
zU
VOm
w
�U¢
LLpS
OYJ
,3:
zw¢
Oz
m
Oti
oz ¢wL�
a�w
Ir
z
;-00-
rz
Oarz
w�=
0 w
¢Jm
?dw
3D
ozL)
0-U
z z O
0 In
00 VOO
00
]C Ina
3zZ
®O�
xzW
L5
oo0
¢
NOW OR FORMERLY - a
GROVE END. LLC
MIN
�CKSON
PIN: 4636741413.000DB.
E S .N
- PL
2382 PG. 494
"4- LL
NOW OR FORMERLY - P(
commrastructure
Consultants
616 COLONNADE
CHARLOTTE,(t)704-334-5348
DRIVE
205
GROVE END. LLC" PC
DIN as3c74o3sa DDD
„
/f170 4-334-0078
`,I
'. P///%
_ ASL RUN
DB 23P2 PG. 4S2
LANE
=c
— N —
WWW.WKDICKSON.COM
.
:Ex
3
�!
PK PL
I
NC LICENSE
NO.F-0374
PL
E PK
,�- VICINITY MAP C ; �-
P - PK SET N L
TO SCALE)
(NOT
LOCATION OF EXISTING 4"
' • e t '
" - d
IPS - �
IPS
IRRIGATION WATER
`
NOW OR FORMERLY WITHDRAWAL; AND INTAKE
XAVIER ROUSSEL AND F� .. STRUCTURE TO BE REMOVED
WIFE, MINH-HAO ROUSSEL
PIN: 463674D264.000 '
Z
J
- F
_ a
\ \
a
DB. 2387 PG. 828 \ '2 ..
O
- •Yl '°(
v 1.
r /�
fS R 141ER
- -..�0<
�
_..,
\
PROPERTY LINE q,
PER GIS (TYP.)
_
�< Q
m
—
T
Z L1J
Q cc
—
! - VVILW4 LE Ar FF
PROPERTY LINE PER O<
X �
W
Q
0
cYNTKi LE s
... PIM. 4636647290.000
-� - D6. 1"347 PG. 2588
-
SURVEY (TYP.)
CC
Q
a L1J
Poo
1� -` 10 MME NT INSTALLATION
\
jr
Q Z Z
OF IRRIGATION PIPELINE AND
J
W
:5
c
APPURTENANCES
\
O
0
LLj
U Z J
Z D J
-
1
EIP
4
ZQ
W V)
_j W
-- pC ---
Z _- PC _ -- _
g -- PC
NOW OR FORMERLY
THE NEEL FAMILY LIM!-ED
PARTNERSHIP
PIN' 4636643181.000
Ps A� ;�
\ \
'�( O
�\ \ q
O W
T
2
Q Q
! SI
> Q Ir
Z O
O -7
r , L O
--�--
rn C a
DB. 960 PG. 1755
F l�
C
cc
V
d
A
PROPOSED
4" PVC
\
Ic 4
R M
IRRIGATION
PIPELINE \ p
4
ccJ
Q
N
r
., .AC
-
\ jO< EIP,'
v /
Q
CC
W 7
Z
o
LOCATION OF 760 CONTOUR
I a�
O
W O
(SURVEYED)
W V
z
5n!\\. A
!
6
o A
- -
LOCATION OF PROPOSED J /
ENCLOSURE. PUMP PAD AND ! a!
O
c
D J
p W
v
-
=5(L) x =4'(IM x =3'(Hj
LU
P�
PC __ PL .._
IPS' -..
__. PIL - PL P,, _ _ - PL _._ _ _ PL _ "EIP ! _
LAKE NORMAN
d e`f
LOCATION OF PROPOSED 4"
W
W
o
- - IRRIGATION WATER
WITHDRAWAL
Z
Q
Z
H
INSTALLED
STRUCTURE TOBE INS
H
0
GENERAL NOTES:
o
UJ
V 1. CONTACT NC811 @ 811 OR 800.632.4949, A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
0
a
o
d
a
n 2. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT
EXISTING UNDERGROUND AND ABOVEGROUND STRUCTURES ARE LOCATED AND DEPTHS VERIFIED PRIOR TO
o BEGINNING CONSTRUCTION. ONLY THE INFORMATION LABELED AS SUCH AS BEEN SURVEYED. ALL OTHER
? INFORMATION SHOWN IS APPROXIMATE AND BASED OFF OF FIELD MEASUREMENTS AND GIS INFORMATION.
O 3. THE PURPOSE OF THIS DRAWING IS PROVIDE AN EXHIBIT SHOWING THE PROPOSED IMPROVEMENTS BY
_
IPS IRON POLE SET
LEGEND
,EIF (SURVEYEXISTING IRON PIPE
(SURVEYED)
cc
CL
d
W
MDB
PROJ. MGR.:
.. THE MALLARD HEAD GOLF COURSE TO ASSIST DUKE ENERGY IN THEIR APPROVAL OF A CONVEYANCE
r, - _
w
DESIGN BY:
MDB
APPLICATION. THE IMPROVEMENTS INCLUDE AN INSTALLATION OF IRRIGATION WATER WITHDRAW SYSTEM.
PL PL
PL PROPERTY LINE PER GIS
(r
v 4. CONTRACTOR SHALL ENSURE EROSION CONTROL MEASURES ARE USED AND PROPERLY MAINTAINED
o THROUGHOUT THE PROJECT TO UMR EXCESSIVE TURBIDITY TO THE SURFACE WATERS OF LAKE NORMAN.
v 5. THE CONTRACTOR SHALL INSTALL AND MAINTAIN STRINGENT MEASURES TO CONTROL EROSION AND
SEDIMENT IN ORDER TO PREVENT UNNECESSARY IMPACTS TO AQUATIC RESOURCES WITHIN AND
S: DOWNSTREAM OF THE PROJECT SITE DISTURBED AREAS SHOULD BE RESEEDED WITH SEED MIXTURES THAT
8 ARE BENEFICLAL TO WILDLIFE. FREQUENT MAINTENANCE OF THESE DEVICES IS CRITICAL TO THEIR PROPER
FUNCTION IN ORDER TO MINIMIZE SEDIMENT DISCHARGE FROM THE PROJECT SITE ANY EXCAVATED
mallard
"--- - " "- PL PL —
RJW
—
head
O I - — — — —
PL — PROPERTY LINE PER SURVEY
- RIGHT -0F -WAY PER SURVEY
PROPOSED IRRIGATION PIPELINE
— IRRIGATION EASEMENT
DUKE CONVEYANCE EASEMENT
— - FUTURE DOCK IMPROVEMENTS (BY OTHERS)
U.
Z
Q
DRAWN BY:
PROJ. DATE:
MDB
12/01/16
NUMBER:
F 2
DRAWING
1 O
Q MATERIAL SHOULD NOT BE STOCKPILED WHERE SEDIMENT WILL ERODE TO SURFACE WATERS.
_
country club ��/ CROSSING LOCATION:
0 30� 60' 120'
p
NO.:
WKD PROJ.
8. NATNE SHORELINE VEGETATION SHOULD BE LEFT UNALTERED AS MUCH AS POSSIBLE. RIPARIAN
G BUFFERS SHOULD BE RE-ESTABLISHED WITH PLANTINGS OF THE NATIVE SPECIES WHEREVER POSSIBLE.Know
_ _
what's below. BEFORE YOU DIG] LATITUDE: 35° 33'35" N
W 7. ALL ACTIVITESSHALL FOLLOW DUKE ENERGY'SSHORELINE MANAGEMENT GUIDELINES.
cALL 1-800-832-4949
Call before you dig N.C. RNs TMC. NEUTER LONGITUDE: 80° 53' 33" w
SCALE: 1" = 60'
Q
z
2016025900
CL
J
LL
I.L.

Oy
ywW
00O
OJO
Qom
O
WWwwo
� Fn
O=w
.0m
ya0
F e O
"W
Oz=
y'O
� O y
w00
�U
Oz
=U �
moo=
0
w3
=O0
zwa
Oy¢
70¢
OZZ
O¢wo
w¢Q
¢3z
w00O
wtiz
w.
¢rte
=a�
Oz�
¢Y
¢Q
<w�
?mw
-3s
ozo
010
Zwo
0W=
y L)
U00
op
Y D
MY Z
OEO0
� O
xZ,
W
�0
¢F
dw0
00E
pC
NOW OR FORMERLY
a
ftvW
GROVE END, LLC
BRA S p< PIN: 4636741413.000
DIC
KSON
O P DB. 2382 PG. 494 '
C
Communi infrastructure
consuRants
PC
\ PC a
616 COLONNADE
DRIVE
PC '
CHARLOTTE,
NC 28205
P
NOW OR FORMERLY
GROVE END, LLC PC
' \
(t)704-334-5348
q PIN: 4636740394.000 4
r'C
PANT !
('/ 704-334-0078
D8.2382 PG. 482
AIL RUN�ANE \q
PC 11141—
3
WWW.WKDICKSON.COM
EX. PIK PL 114
NO.F-0374
PC P( PK SE P A q!
' VICINITY MAP P( N L
NC LICENSE
(NOT TO SCALE) ' \\ ,,� Q
a / —j . �' I'V ! \ p LOCATION OF tp(ISTING 4"
IPS NOW OR FORMERLY \ WITHDRAWWAND INTAKE
I I IPS ! IRRIGA ON WATER__/
q XAVIER ROUSSEL AND p< STRUCTURE Tp BE REMOVED
WIFE, MINH-HAO ROUSSEL
Z
a I \ PIN: 4636740264.000 pC /
/ \ DB. 2387 PG. 828
\ Q
F-
J
Z O
PROPERTY LINE pC
a \ PER GIS (TYP.) /
\
m
Uj
O Q
NOW OR FORMERLY�/
Q
q<
/ WILLIAM LEWIS AND WIFE, q
CYNTHIA LEWIS I PROPERTY LINE PER \ /
PIN: 4636647290.000 SURVEY (TYP.)
X U)
W
Q
U
y DB. 1347 PG. 2588
O
a
a
41
/ I
U
a w 0
10' EASEMENT FOR INSTALLATION \ /
a OF IRRIGATION PIPELINE AND
❑ LL
= J
Q Z Z
LU
q
APPURTENANCES \ �\
" a
0
Q
J LLI
U
J
/ I
LJ
a -.,EIP /
C
❑
O a
>- CC >
CC
LU
�
I
J w
W
NOW OR FORMERLY IPS�p
C
O THE NEEL FAMILY LIMITED \ \ /
PC PC
pC
_ �T•
� 2
Z Q O
` PC PIN 4 36649PARTNER5 11000
PC 4 I�
�\ \
r�
V cc
0 _
U Z OOC
I DB. 980 PG. 1755 p
Pt �a q! PROPOSED 4" PVC \ /
Cc
a G
C7
m \ IRRIGATION PIPELINE \ pC
a
�>-
V
co
m q! I \\ '04 EIP
❑ QQ
63L
w �I
a / LOCATION OF 760 CONTOUR
O LL
W O
(SURVEYED) \ I
z
IL
Y U
a '0! LOCATION OF PROPOSED /
o \ PUMP PAD AND ENCLOSURE,
\I\ a
O
cc
J
❑ LU
Q =s,(L) X =4,(\M X -T(H)
\ PC ---
LJJ
m \ IPS P
i PC '
o p<
O ---- PL PL PL PL EIP LAKE NORMAN
P4 S PL —
PL
a LOCATION OF PROPOSED 4"
W
LLI
J
o IRRIGATION WATERQ
WITHDRAWAL AND INTAKE
J
Z
H
U STRUCTURE TO BE INSTALLED
Z
H
C7
o GENERAL NOTES:
�
W
iJ 1. CONTACT NC811 @ 811 OR 800.632.4949, A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF
W
0
O
CC
Q
o CONSTRUCTION.
d
QL
0
2. CONTRACTOR 18 FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT
EXISTING UNDERGROUND AND ABOVEGROUND STRUCTURES ARE LOCATED AND DEPTHS VERIFIED PRIOR TO LEGEND
Ic
a
o BEGINNING CONSTRUCTION. ONLY THE INFORMATION LABELED AS SUCH AS BEEN SURVEYED. ALL OTHER
INFORMATION SHOWN IS APPROXIMATE AND BASED OFF OF FIELD MEASUREMENTS AND GIS INFORMATION.
EIP EXISTING IRON PIPE
LLI
PROJ. MGR.:
MDB
O 3. THE PURPOSE OF THIS DRAWING IS PROVIDE AN EXHIBIT SHOVING THE PROPOSED IMPROVEMENTS BY ®IPS IRON POLE SET µ,
2: THE MALLARD HEAD GOLF COURSE TO ASSIST DUKE ENERGY IN THEIR APPROVAL OF A CONVEYANCE (SURVEYED)
Ww
DESIGN BY:
MDB
APPLICATION. THE IMPROVEMENTS INCLUDE AN INSTALLATION OF IRRIGATION WATER WITHDRAW SYSTEM.
p PL PL PL PROPERTY LINE PER GIS
DRAWN BY:
MDB
a 4. CONTRACTOR SHALL ENSURE EROSION CONTROL MEASURES ARE USED AND PROPERLY MAINTAINED PL — PL PL — PROPERTY LINE PER SURVEY
THROUGHOUT THE PROJECT TO LIMIT EXCESSIVE TURBIDITY TO THE SURFACE WATERS OF LAKE NORMAN. PJW RIGHT -0F -WAY PER SURVEY
PROPOSED IRRIGATION PIPELINE
v S. THE CONTRACTOR SHALL INSTALL AND MAINTAIN STRINGENT MEASURES TO CONTROL EROSION AND
— IRRIGATION EASEMENT
DOWNSTREAM OF THE PROJECT SITE. DISTURBED AREAS SHOULD BE RESEEDED WITH SEED MIXTURES THAT DUKE CONVEYANCE EASEMENT
n SEDIMENT IN ORDER TO PREVENT UNNECESSARY IMPACTS TO AQUATIC RESOURCES WITHIN AND mallard head
o
LL
Z
PROD. DATE:
12/01/16
DRAWING
NUMBER:
fl ARE BENEFICIAL TO WILDLIFE. FREQUENT MAINTENANCE OF THESE DEVICES IS CRITICAL TO THEIR PROPERI - — — — — - FUTURE DOCK IMPROVEMENTS (BY OTHERS)
o FUNCTION IN ORDER TO MINIMIZE SEDIMENT DISCHARGE FROM THE PROJECT SITE. ANY EXCAVATED
`
5
Q MATERIAL SHOULD NOT BE STOCKPILED WHERE SEDIMENT WILL ERODE TO SURFACE WATERS. �1
country club CROSSING LOCATION: 0 30' 60 120
Q
o
1 O
F 2
6. NATIVE SHORELINE VEGETATION SHOULD BE LEFT UNALTERED AS MUCH AS POSSIBLE. RIPARIAN .,.
BUFFERS SHOULD BE R—STABLISHED WITH PLANTINGS OF THE NATIVE SPECIES WHEREVER POSSIBLE. ii KIIOW WL�at's below. BEFORE YOU DIGI LATITUDE: 35' 33' 35" N
J
WKD PROJ.
NO.:
Q CALL 1-800-832-4949
W 7. ALL ACTIVITESSHALL FOLLOW DUKE ENERGY'S SHORELINE MANAGEMENT GUIDELINES. Call before you dig N.C. ONE -CALL THE CENTER LONGITUDE: 80° 53'33" w SCALE: 1" - 60'
_z
U-
2016025900
CL

00
ZW vi
Ew
poo
�JU
D z W
¢oF
WWo
o=W
yaom
0
�O10
w
01,
r -D
zdz
100
z°BU
VOm
WYE
�U¢
OYJ
0OC
zw¢
Omw
moo¢
O w
N
W - Q
��¢
0
wiz
we
<3
=dp
E7
J 0 ¢
W �
Zoz
- w
0z�
.8�o
wD
z
r§2=x~
U
§2 =-,
p�0
12o"
3�Z
®oQ
0
z
(5x
OF
0Jo
O
UOE
VICINITY MAP
(NOT TO SCALE
PUMP INFORMATION:
GOULDS SUCTION PUMP (MODEL 16BF2K2C0)
7.5 HP, 3/60/230-460, ODP:7.44" (IMPELLER)
CAPACITY: 380 GPM => 0.547200 MGD
PUMP WILL BE INSTALLED WITH A VARIABLE SPEED CONTROLLER
I W
PROPOSED 4" PVC I
IRRIGATION PIPELINE
LOCATION OF PROPOSED LL
PUMP PAD AND ENCLOSURE, I
-5'(L) x -4'(W) x =3'(H)
a
I I
a
PREVIOUS WITHDRAW:
EX 3' 12' RA P
_..
2015 MAXIMUM DAY WITHDRAWAL: 0.334 MGD (MAY)
I
2015 MAXIMUM AVERAGE DAILY WITHDRAWAL: 0.303 MGD (MAY)
PROPERTY LINE
PROPE PER
PER
SURVEY
o
ANTICIPATED WITHDRAW.
I
MAXIMUM AVERAGE DAILY WITHDRAWAL: 0.350 MGD
I
INTAKE STRUCTURE SHALL HAVE 1.85 SQ. FT. OF OPENINGS WITH SCREEN OPENINGS
w cr
NOT TO EXCEED 0.4 INCH (1 CENTIMETER) IN ORDER TO HAVE A MAXIMUM INTAKE
PROPERTY LINE i
I
VELOCITY OF 0.5 FEET PER SECOND. INTAKE OF SUCTION PIPELINE SHALL ALSO
PER GIS (TYP.)
INCLUDE CONE-SHAPED SCREEN ASSEMBLY WITH OPENINGS NOT TO EXCEEN 0.4 INCH
jr
(1 CENTIMETER).EIP
INTAKE STRUCTURE SHALL BE REMOVED LATE OCTOBER FOR MAINTENANCE AND
p1
pL
INSPECTIONIREPAIR, THEN REPLACED EARLY APRIL.
— �
PL
DISTURBANCE: THE IRRIGATION PIPE INSTALLATION SHALL NOT DISTURB MORE THAN
10 LINEAR FEET OF SHORELINE.
W Q W
CONVEYANCE AREA: `1,243.51 SQ. FT (0.029 AC)
FUTURE IMPROVEMENTS TO
DOCK (BY OTHERS). DISTANCE
OF PROPOSED IRRIGATION
LOCATION OF 760 PIPELINE WILL NOT CHANGE
CONTOUR(SURVEYED)
I
I
N EX. 3' x 1 T FIXED -DOCK I_
....
EX 3' 12' RA P
_..
.. .. 15
— — — — — — — —�
12'x 30' FLOAT
IEX.
I
A
LIMITS OF DUKE
I
ENERGY CONVEYANCE
w cr
EASEMENT (0.029 AC)
WD CKSON
community infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t)704-334-5348
(f) 704-334-0078
WWW.WKDICKSON.COM
—N—
I NC LICENSE NO.F-0374
LIMITS OF DUKE
ENERGY CONVEYANCE
EASEMENT (0.029 AC)
NC WILDLIFE RESOURCES COMMISSION:
GUIDELINES FOR CONSTRUCTION AND OPERATION OF WATER INTAKE STRUCTURES
EX. 3' x IT FIXED DOCK
1. INTAKE STRUCTURES SHOULD UTILIZE PASSIVE SCREENS WITH OPENINGS NOT TO EXCEED 0.4 INCH I ELEV. 760
(1 CENTIMETER) AND WITH A MAXIMUM INTAKE VELOCITY OF 0.5 FEET PER SECOND. IN WATERS HAVING
ANADROMOUS FISH THE OPENINGS SHOULD NOT EXCEED 0.04 INCH (1 MILLIMETER).
2. DREDGING AND LAKE DRAWDOWN IN PREPARATION FOR DREDGING GENERALLY SHOULD NOT TAKE
PLACE FROM MARCH 15 TO JUNE 1 TO PREVENT IMPACTS TO SPAWNING FISH. HOWEVER, DATES MAY VARY �Afp
REGIONALLY AND SHOULD BE VERIFIED BY THE WILDLIFE RESOURCES COMMISSION.
3EX. 12'x 30' FLOAT . EXCAVATED MATERIALS SHOULD NOT BE STOCKPILED WHERE SEDIMENT WILL ERODE TO SURFACE I ELEV. 753.8
WATERS.
(12/0112016)
4. INTAKE STRUCTURES SHOULD BE MARKED IN A MANNER THAT WILL REDUCE HAZARDS TO LOCATION OF 760
NAVIGATION DURING AND AFTER CONSTRUCTION.
CONTOUR (SURVEYED) LOCATION OF PROPOSED 4"
5. WET CONCRETE IS TOXIC TO AQUATIC ORGANISMS. CONSTRUCTION PROCEDURES WHICH PREVENT IRRIGATION WATER WITHDRAWAL
WET CONCRETE FROM CONTACTING SURFACE WATERS SHOULD BE USED.
AND INTAKE STRUCTURE TO BE J
GENERAL NOTES: INSTALLED (SEE NOTES) ZO
SECTION A -A W
LU
1. CONTACTNC811 0811 OR 800.632.4949, AMINIMUM OF72 HOURS PRIOR TO COMMENCEMENT OF SCALE: V=10' N
CONSTRUCTION.
o_
2. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT
EXISTING UNDERGROUND AND ABOVEGROUND STRUCTURES ARE LOCATED AND DEPTHS VERIFIED PRIOR TO LEGEND
BEGINNING CONSTRUCTION. ONLY THE INFORMATION LABELED AS SUCH AS BEEN SURVEYED. ALL OTHER 0-
INFORMATION SHOWN IS APPROXIMATE AND BASED OFF OF FIELD MEASUREMENTS AND GIS INFORMATION.
IPS EIP EXISTING IRON PIPE D.I
3. THE PURPOSE OF THIS DRAWING IS PROVIDE AN EXHIBIT SHOWING THE PROPOSED IMPROVEMENTS BY O IRON POLE SET (SURVEYED)
THE MALLARD HEAD GOLF COURSE TO ASSIST DUKE ENERGY IN THEIR APPROVAL OFA CONVEYANCE i
APPLICATION. THE IMPROVEMENTS INCLUDE AN INSTALLATION OF IRRIGATION WATER WITHDRAW SYSTEM.pL PL - - FL - - PROPERTY LINE PER GIS Er
LU
4. CONTRACTOR SHALL ENSURE EROSION CONTROL MEASURES ARE USED AND PROPERLY MAINTAINED PL- PL- PL- PROPERTY LINE PER SURVEY cr
THROUGHOUT THE PROJECT TO LIMIT EXCESSIVE TURBIDITY TO THE SURFACE WATERS OF LAKE NORMAN. RNV RIGHT-OF-WAY PER SURVEY O
PROPOSED IRRIGATION PIPELINE LL
S. THE CONTRACTOR INSTALL AND MAINTAIN STRINGENT MEASURES TO CONTROL EROSION AND mallard head 811 IRRIGATION EASEMENT
SEDIMENT IN ORDER 70 PREVENT
NT UNNECESSARY IMPACTS 70 AQUATIC RESOURCES WITHIN AND (�
DOWNSTREAM OF THE PROJECT SITE DISTURBED AREAS SHOULD BE RESEEDED WITH SEED MIXTURES THAT — -- DUKE CONVEYANCE EASEMENT Z
ARE BENEFICIAL TO WILDLIFE. FREQUENT MAINTENANCE OF THESE DEVICES IS CRITICAL TO THEIR PROPER FUTURE DOCK IMPROVEMENTS (BY OTHERS)
FUNCTION IN ORDER TO MINIMIZE SEDIMENT DISCHARGE FROM THE PROJECT SITE. ANY EXCAVATED
MATERIAL SHOULD NOT BE STOCKPILED WHERE SEDIMENT WILL ERODE TO SURFACE WATERS. /
country club
CROSSING LOCATION: O 5 10 20'
8. NATIVE SHORELINE VEGETATION SHOULD BE LEFT UNALTERED AS MUCH AS POSSIBLE. RIPARIAN '3 -�
BUFFERS SHOULD BE RE-ESTABLISHED WITH PLANTINGS OF THE NATIVE SPECIES WHEREVER POSSIBLE. t" Know what's below. BEFORE YOU DIGI LATITUDE: 35' 33'35" N
J
CALL 1-800-832-4949
7. ALL ACTIVITESSHALL FOLLOW DUKE ENERGY'S SHORELINE MANAGEMENT GUIDELINES. Call before you dig N.C. 0(45 CCALL THE WEWMR LONGITUDE: 80° 53' 33" W SCALE: 1 10'Z
LL
PROJ. MGR.: MDB
DESIGN BY: MDB
DRAWN BY: MDB
PROJ. DATE: 12/01/16
DRAWING NUMBER:
20F2
WKD PROJ. NO.:
2016025900 CL
Z
F_
Z 0
m
O ir—
a
U
w cr
U_ _
�
OUW
J H
cr
jr
C
QzQZ
TL J
TL _j
I_0
W J
UZJ
Z Q
0
W Q W
W
=
—W
Z < tr
OCrO
I.L
0
}
M N
0 Q
W
W Z
a:
0
W O
Il WY
0
W
D J
O W
0
W
cc
WW
g
J
H
Z
U
ZLLj_
O
a
d
0
PROJ. MGR.: MDB
DESIGN BY: MDB
DRAWN BY: MDB
PROJ. DATE: 12/01/16
DRAWING NUMBER:
20F2
WKD PROJ. NO.:
2016025900 CL

Ijj zw IWO Atxv 01.10 ALAV, OV AW
6* jo �o 107 IV AM= J12poudov ABU 000 SAMPAW 7W AT ilk 00
AV SIWVV V A# Jov AWORAIRS ;ftv vow nvow V orrIA01" OW 77`490
0, JNMjffp7 OW jjWOW 7WUAWJNF V 01 jAr" 91 Ad$lhfUW 141 f
A JOASW IV AW AV Ak PAO?
JOov 11JAM SAW NIP 0" lit Ald'Mi ANOW dFJO b7d SW
'02(m an a" OL11011"" Alm jjJj #I %YN Sy MOWN Se iAvAnAWrJ
40, 94 Ir 4110 A #V'# SAO) N0,106tv Jkvl #31se OWV �110#7 �002ju
I'm 1011.0,00 XOW 'jNjWj1fWj AJOIUA V 01 j.WAWW JF� AJOApkl* ft If
diVo ',W W& 4V #.W OJOBWJAWR
JdVjg JOW V MNAN Y~ Af 4JINVIAMW AV W 000 Ad M4W DO 0
:S3110N 11ILL
6201,042.0 "AW ISO xVjWr I 'a A
.."W"WW W& mum " jo Alke ft ad "W
Sy 45VABOWS7 JOUIR U07 At ilow __
AOU.400TIV ABU 00 UO"low #j1j ivip
SJONVA 6W to ~M ch A Vold 10 14 64 IMWAW
V Of, 3d '1 0. AW ad aA*JAI* IV
0009 93WAMY JPU IV AM$"? IIFXJ APIA Ot
&W/OIAV
011 we ova"00110 PAW ONVIrm WOU PWAW
AN Vill OPP go 4jdl~ W X NON" V Cl
VJW 51AIJOW0010.106 11
SAW OW V - of JOV
11 AV�WIOF" )ft AO AO? JfPIVIVIL AM 19
IV 0111hooloo 7rjoi vo,
6309'
"of AV Id 4s Ale4pril P V_%W affif 7rj& JPQ I
JAVid ft JO AOU VX 7 JIN WVVdS) OJ da"Jor
v *am AV jAftV,4x A JONVi" v .7r&A
JAXW iwv*w r 0j .'Y*v J#v 0 r 9 07 8
(ANJUJAW.M? Aftof JUW7
9I.Wx
.W.JAOW
"OTW IV Arw s4rax SNAW
AINW.7 Mallkg M -9K OJAW 81 AINjoloW OW I
im? Aldpp~
do jUg Ito" W AM Ili JN"rj joy~
OW AdfW/7.00 OJ JAIW Mr SAM 77V 11
40093or WNWJP.WW it"10000041 jou
91050 d&ebMJ MW A11ONIN WOW $WNW IV I
v1AJON J11AIWAIWO SUB07 84tomm
AIMLS~ TV IV AN SO OWVJ RW AIOW VI
Woorim
MAWASON J2WAPft AW $dHOW 13AW100 77V r
OOPM JO JW A M
JTld AW -JO -100W AV &k"X* 6A1ft.%W6N
to NVWJV.7 WNSO old JIMM X AM A4#3.*W I
INYRWR IA21v ON I
SUON
........... =llll
.6 4
ZIVDS
A2440
W
et000e�f, o)
ps.,#o go "j*6p,.jj*3 1.1 -42 CL !" a0 dD. 414t ID41
A,!&,** x3u"� 1006.1 P6 �91v,lc DAo" -2 rn "w"9W'
1130361 10 4.11POD
V4 3011Y) KdOR JC LOIS
is .100 191 3L
09 0'
ltq I �0-0-6 d3d NOSA-4d X"76 311ti 1 ;1 v
W i.O*W ON.WN111d AjWW ll".W.
I AR 30WOV SALM3001011102 CARY
11to-S
WOAr
A7VjPVL
-7-Y V7
L. WON
AJOO 41"If
3N11
VOW O`VZ4 -404
I j7
euiledid uoije6i eovv AvAr arearip evoo *j
snOlAoid jo uoilemi -X0 A dV sswor 994 .0
Ica -v gvelare
U
IS,) WO-kri (086) "ft.: ...... I ­�
-Oi/b1V%d KA -0f �90d) u_4wA4A�Ar)4,�
,Cost 3-4 Moor A 2. " g :10
v Q
040 Wrok C � 0! S S a,� C) , Ci
'10.0y 'UVC -Y-d G LOT 1P 0fYldQ3j 31VO .3"rFS
Lot 6
ITT Old 99C. )-COG C330 f4l OX8013h SW
tro Od :066 )-009 0330 N U)W31W SY
LET: Od GGS: )-0013 01V N MW33111 SY
go # 01 133tiv. YN -08YO �-�60?1 'A.41= 1'1303&1
elt;s%mc. 40solkyo FIK53won avou IrvilAl'i au
- ND.LVDOI Al.WdOilid -
wrL 5c 'evve )*0(-' 0330 NJ C33W038 Sv
groSt ON 'JOSP!A� VZ X013 00 011 QOH OPQ
-40 ­t3d0bd
(coo 6d 1 ""08 01d) 'I -t SiOl *S3HOV 133N
30 A3AdAS M01E1A1(7-.7d
TZPA E9-
.,640 I.-Sve'v f1siwo -.04M
Wd jvl�!101141.
M :4414 %"140510 :01
'n / . 1 -9 IZ07
14 -W /
V
Ole Owl 10171 go
010403W~ altooll'? CA"s Wr effv4r r" 0)
A'NWJ S f I ArRvvv kr 51bro v a Arz -0 0.
O.rod -SW W" Njrv.2v 04Z.0 -.zr -as PAP I . i v
zjrbs 466,0C
107 9 Z07
ar,
NJ ffwv 000.61
sirvag, 004-0 1
'Zur'bS 698'Ot
L07
001 ftA
0 C311311BCIS30 SV 04nOj V400
aK3031
cis
cis
Nn
euiledid uoileBuji 0Ad.t1
pes'od'oid jo' uoijeool -xojddV
Mo VV v" so
d"&"&vd 03101`7
A WWJ UJN
fflm-py Kilo
- 4 \j j P7 iwq 61.0
*0100C "0
_*i. - 4 C)
All '00,61
P041AIGO #%4 M 6)004ft 00 P" 'IYOWOSOU04 01WUouOJ.­3
19 W".,o O.A10*3 41.0w 041 44 pelawks" so "Moca -wi
dlllo� 6101 6-41- 1-10"!oAllft
60 1064 %4 111 ;O&N
3_YD t -63D
07 Od 'At 'e d b3cl H.ADN
W"Sl'o-flom,
z> -7-t-rryry,
0 _4
U"dff
p:nSjj Pug 6.01101,134; pm= 00 1uQ.tOQ,A 43�A All "Pf"c
Als V1010.1 Dual OACO ookloCd 64� 10 Ph" I BPI av IF Pup t..Gn We"j
00 JI'm J,WAd bipp" 0 LNJ 40VOOMS19 0. It -04 A - 21 blUbuouSBAD
J0 4 010-006111 441 0
AJ fY) voigesui i,ijn WOW14900 41 POH 4'-VMC'3 IOPVJ! 661 P
4 Aug 4 POOP A W44 P -4 -IOW Z)
AIL 6.0.000 jo alk.060.! Joao joy MD4 .Old 144� UP I P� '�R!Alpqm pals"baA 041 Aq pallooPA
4u6sojdoj Im 04� pkfJ lo flop 941 10 av 170a &q Oob 43floolIg."C'14 "I �UULWO -".`4PW`S �SPS`l
pug, jo 101jod 110101166, 1041 S. 101 AP61 W.700 u"q 124 fXlV!JO- b 0!- 10, *SOu14
vo $04 low,. Alipch2jurAi Ic AIUMOD . 10 -bj:. 841 AMON
.04 4410 'puiM Aub 10 %.V0j�Qr1b4j Q%U�UWGO OU 010 OA04A 8
144119 PLoOl ig uQ!9.-!PQrI Ul 90104,; 40109 S1W, 1041 4#1061 J041Jn, I --- P.Ab :6D,14A '.Uqbo. low;
WS pe
Aq Pcom. go W.. 43,0 2.0%�!,Jes, 3SOP oi 4,0 0,04- 'W
'C'V pot 'I.JdV rj ,
ic AOP!7T� 6141 'j"t pvO Aoclwri jQ!J0jjS!bp, 'piricabli vLol�,* Ar- . I Aj:loo:o 'S.1".
AW efog,1A "Ovelo" go oc-LO S.0 41!m ED-OOA62515 U: P6,004,10 I.
t** Jotc 1� 41 �Dwj C10:10"LA1601w U" "Oip 13 *610-j!0U. -71.W Vlor %W* jo ADP .61 '9141 polad " asn at
Al.colo BAD PGAIAAPS IOJ SOiAOP,Imq *41 1041 so '1066 4-0jic PAO PJD4 Aw 1168-�JA I'Sla'Asu. 6�60-0) *.V4 OL 6jWOJlbS1W1 OUS SOIL A410 PuD SkJDd %4" IA14po
PSOA SJOM DOJO. 94DW Pug IPOOP NJ 104, Ooo'Cl.t U061 16406h Alj,*D "Sol a spsaa jo Allobov a 'D 87*0 061 U. O�j to W!Jf04,.@, Ong Sul Debooldic."O No AOD $M. owl 'Spba, 40 VjQMW Pay LPVIW Sol ja_!j jWQJ
11 14jMJAOd1l> Pjo laplpl.ol 44 poloonpIP3 it 6~12 AID JO,A 04 lo.MOAPS, I" uotet..polfig @Lllq 06,,didda ureq P.01jad "It 'A 4111410168 P -O J6011004 004 A� 41!- WIP-04ft 70 jPld 410
04 1010 814t JONJ J16D 'OA4." UJJOH , W"jl At A) J*4D 9A.L Idepo Alp.941 low; PW pw, I* Alwro� owl 10
'04, 'jOj6!AAdl%q Aw -> A OW. Op .*"-.PQMS 04� . DO�O*Ol 01 WtJ4- 'ADRIN
4ppvn Boom AgAing 1p�j:c uc luoij jot.isdft low& Apla
e "joinfiel, uP0.u,.q" owl wJj. A6w63 01 pw000l up"
*Puf LmO)O SO& COU, 9.041 1941 AloIJ42 'buO' AJOC '1 204 MOA6 jWW Lod wgB%04ftf'Ao,j 164% Alleall, , PCs ICA 3!lqnd AACION 0 V-046 A1100004 444 Q *460 0-41 �5 1 �041 A
J14A, Aqb.a� I
AOT111133W QNV A3Adfl5 JC RVDIAIL11.1 ONOW0311 1110.1 VA064-Y A ]AYNXIM JO �JN'WM WOUVO -UbOK JO HVIS 14AivDIC330 ONY 1401MIJALIM J13WO
lo,11noolj VNIJ
vol %Uvo%"Oe
#Ala -N36Y..v
Ullnur ov3HII�J%o
.N")AVd do 1003
L.3S lov43vn
Mimi Im"
.Wd CIL-JWO
Is w13id of
0 C311311BCIS30 SV 04nOj V400
aK3031
cis
cis
Nn
euiledid uoileBuji 0Ad.t1
pes'od'oid jo' uoijeool -xojddV
Mo VV v" so
d"&"&vd 03101`7
A WWJ UJN
fflm-py Kilo
- 4 \j j P7 iwq 61.0
*0100C "0
_*i. - 4 C)
All '00,61
P041AIGO #%4 M 6)004ft 00 P" 'IYOWOSOU04 01WUouOJ.­3
19 W".,o O.A10*3 41.0w 041 44 pelawks" so "Moca -wi
dlllo� 6101 6-41- 1-10"!oAllft
60 1064 %4 111 ;O&N
3_YD t -63D
07 Od 'At 'e d b3cl H.ADN
W"Sl'o-flom,
z> -7-t-rryry,
0 _4
U"dff
p:nSjj Pug 6.01101,134; pm= 00 1uQ.tOQ,A 43�A All "Pf"c
Als V1010.1 Dual OACO ookloCd 64� 10 Ph" I BPI av IF Pup t..Gn We"j
00 JI'm J,WAd bipp" 0 LNJ 40VOOMS19 0. It -04 A - 21 blUbuouSBAD
J0 4 010-006111 441 0
AJ fY) voigesui i,ijn WOW14900 41 POH 4'-VMC'3 IOPVJ! 661 P
4 Aug 4 POOP A W44 P -4 -IOW Z)
AIL 6.0.000 jo alk.060.! Joao joy MD4 .Old 144� UP I P� '�R!Alpqm pals"baA 041 Aq pallooPA
4u6sojdoj Im 04� pkfJ lo flop 941 10 av 170a &q Oob 43floolIg."C'14 "I �UULWO -".`4PW`S �SPS`l
pug, jo 101jod 110101166, 1041 S. 101 AP61 W.700 u"q 124 fXlV!JO- b 0!- 10, *SOu14
vo $04 low,. Alipch2jurAi Ic AIUMOD . 10 -bj:. 841 AMON
.04 4410 'puiM Aub 10 %.V0j�Qr1b4j Q%U�UWGO OU 010 OA04A 8
144119 PLoOl ig uQ!9.-!PQrI Ul 90104,; 40109 S1W, 1041 4#1061 J041Jn, I --- P.Ab :6D,14A '.Uqbo. low;
WS pe
Aq Pcom. go W.. 43,0 2.0%�!,Jes, 3SOP oi 4,0 0,04- 'W
'C'V pot 'I.JdV rj ,
ic AOP!7T� 6141 'j"t pvO Aoclwri jQ!J0jjS!bp, 'piricabli vLol�,* Ar- . I Aj:loo:o 'S.1".
AW efog,1A "Ovelo" go oc-LO S.0 41!m ED-OOA62515 U: P6,004,10 I.
t** Jotc 1� 41 �Dwj C10:10"LA1601w U" "Oip 13 *610-j!0U. -71.W Vlor %W* jo ADP .61 '9141 polad " asn at
Al.colo BAD PGAIAAPS IOJ SOiAOP,Imq *41 1041 so '1066 4-0jic PAO PJD4 Aw 1168-�JA I'Sla'Asu. 6�60-0) *.V4 OL 6jWOJlbS1W1 OUS SOIL A410 PuD SkJDd %4" IA14po
PSOA SJOM DOJO. 94DW Pug IPOOP NJ 104, Ooo'Cl.t U061 16406h Alj,*D "Sol a spsaa jo Allobov a 'D 87*0 061 U. O�j to W!Jf04,.@, Ong Sul Debooldic."O No AOD $M. owl 'Spba, 40 VjQMW Pay LPVIW Sol ja_!j jWQJ
11 14jMJAOd1l> Pjo laplpl.ol 44 poloonpIP3 it 6~12 AID JO,A 04 lo.MOAPS, I" uotet..polfig @Lllq 06,,didda ureq P.01jad "It 'A 4111410168 P -O J6011004 004 A� 41!- WIP-04ft 70 jPld 410
04 1010 814t JONJ J16D 'OA4." UJJOH , W"jl At A) J*4D 9A.L Idepo Alp.941 low; PW pw, I* Alwro� owl 10
'04, 'jOj6!AAdl%q Aw -> A OW. Op .*"-.PQMS 04� . DO�O*Ol 01 WtJ4- 'ADRIN
4ppvn Boom AgAing 1p�j:c uc luoij jot.isdft low& Apla
e "joinfiel, uP0.u,.q" owl wJj. A6w63 01 pw000l up"
*Puf LmO)O SO& COU, 9.041 1941 AloIJ42 'buO' AJOC '1 204 MOA6 jWW Lod wgB%04ftf'Ao,j 164% Alleall, , PCs ICA 3!lqnd AACION 0 V-046 A1100004 444 Q *460 0-41 �5 1 �041 A
J14A, Aqb.a� I
AOT111133W QNV A3Adfl5 JC RVDIAIL11.1 ONOW0311 1110.1 VA064-Y A ]AYNXIM JO �JN'WM WOUVO -UbOK JO HVIS 14AivDIC330 ONY 1401MIJALIM J13WO

Type: CONSOLIDATED REAL PROPERTY
Recorded: 6/17/2016 12:58:11 PM
Fee Arnt: $26.00 Page 1 of 5
Iredell County, NC
Matthew J. McCaIl Register of Deeds
BK 2426 PG 1286 -1290
MEMORANDUM OF LEASE
Prepared by and return to: J Alan Campbell Law
PO Box $50, Hillsborough, NC 27278
Neel Family Liipited Partnership, a North Carolina limited partnership (herein called "Lessor"), and
Mallard Head Development Corp., a North Carolina Cp ration, (herein called "Lessee") have entered
into a Ground Lease Agreement for a term beginning I (A. SDI & , and continuing for
a mipimum period of twenty-five (25) years thereafter, as to the real property which is described in
Exhibit A which �s attached hereto and is incorporated herein by reference.
Pi. The 5visions set forth in a written Ground Lease Agreement between the parties dated the
-W(ay of fv..A— , 20.6are hereby incorporated in this Memorandum.
Lessor: NEEL FAMILY LIMITED PARTNERSHIP
By:� 7? AL)
Name J N. Laney
Title:
By /111L(SEAL)
N Jack Y. Neel
Title:
J
By:li' _ � // &� (SEAT.)
Name:Ed and A. Neel
Title:
By: ! (SEAL)
Name: He ry R. eel
Title:
RPage ( nuns
.O. T. C.
❑?SIS 0110 05;1

Lessee: MALLARD HEAD DEVELOPMENT CORP.
By: C (SEAL)
Name: Edwar . Campbell
Title: President

STATE OF V O i rh i r" t, I ',
COUNTY OF ecfell
I certify that the following person(s) personally appeared before me this day, and acknowledged to me that he or she
signed the foregoing document: . +r
Date:71.an u
Notary Publi
Print Name: (y'NMr i t' .� Liv E' i • �^f t + h
[Official Sean MARIA J. WEATHER&AAN
NOTARY PUBLIC My commission expires: f
tREDELL COUNTY, N.C.
MyCe, ni is in
STATE OF K1G•r *36, t & rL-,l I.y
COUNTY OF ;j,7A x A ,, ! I
I certify that the following person(s) personally appeared before me this day, and acknowledged to me that he or she
signed the foregoing document: fey jL N M -e e I
Date: _ SAY\ e
Notary Publi
Print Name: iYIC► f + f+. _vi_.Q, tkJIxe r r-r—f1^,
[Official Seat] MARIA J. WEATHERMAN
NOTARY PUBLIC My commission expires: �� f
IREDELLL COUNTY, N.C.
myCortsNssioe E
STATE OF N "(�CIN C C', rok l'tea....
COUNTY OF �=� -f 4fE I
I certify that the following person(W personally appeared before me this day, and acknowledged to me that he or she
signed the foregoing document: CIt,'J qY A vot e I
Date:�u h e- }� c n•,..et
Notary Pt is
Print Name: Mar; e, :.a i i:P k f), r C rKu,,
[Official Seal] MARIA J. WEATHERMAN
NOTARY PUBLIC My commission expires:
lREDELL COUNTY N.0
myCott0dwort Expires -D�} L .
STATE OF nz --
COUNTY OF t. rk
I certify that the following persons personally a peared before me this day, and acknowledged to me that he or she
signed the foregoing document: f
Date: .e a�'p
Notary Public ,j
Print Name- Mai6 a
[Official Seal] MARIA J. WEATHERMAN My commission expires:
NOTARY PUBLIC
IREDELL COUNTY, N.C.
,firm CoffvWvW n Exp; n

STATE OF
COUNTY OF
I certify that the following personW Re be is day, and knowledged to me that be or she
signed the foregoing document:
Date: I
Not�-A I
aq I ��
Print Name:
[Official Seal]
My$Sion expires:o�g
4 OTpRY sI
A N L1C
c 0"%GE CO►�K V
STATE OF �'�i dV' ��`
COUNTY OF
I certify that the following person(s) personally appeared before me this day, and acknowledged to me that be or she
signed the foregoing document:
Date:
Notary Public
Print Name:
[Official Seal]
My commission expires:
STATE OF _
COUNTY OF
I certify that the following person(s) personally appeared before me this day, and acknowledged to me that he or she
signed the foregoing document:
Date:
Notary Public
Print Name:
IOfiicial Seal]
My commission expires:
STATE OF _
COUNTY OF
I certify that the following person(s) personally appeared before me this day, and acknowledged to me that he or she
signed the foregoing document:
Date:
[Official Seal]
Notary Public
Print Name:
My commission expires:

Exhibit A
DON ALLEN do ASSOCIATES,P. A
'Sme t471'
Comr weW • R"Waftud Mortgsgs Surw)s • AAD -Fc my
Construction Staking • saed�t 9 Oes+!/► • TePWG0S;W
13t Craealohs Pat Orin -- Suits sot • Mowgw4e • NC • 23117
(704) Sb4-7024 (los) 664-3041 Fax
1, certify that this map was drawn under my supervision from on ac;uct
survey made under my supervision retarded in deed book 960 page Im and/or
plat book 7 page that the ratio of precision iY 1':10,000, that this map
was Prepared in accordance with the General Statutes of North Carolina Chapter 89C.
my hand and seal on the _ 13 day of _ APR1L
A.D. 20__!___
1
old SOIA� >�
siyu �"
VaNiTY MAP --NO SCALE
UNC TABLE
uH£
Bf.ARM
LENGTH
LI
S '1'f
.i
LZ
N 7 st'.Sr :
16.
L3
N 131,5 3" C
34.
-a
S13,157..23, w17,91,
'
_S
N 7 'I3' w
LOT 7
X111 VIER ROUSSEL
2387\828
WILLIAM M. AEj iN��LS +�
$>=AL
NORMAN
td, rt* i 4 ►!l1..:111i11�
Q� LS
"PROPOSED 10'
411, U71UTY t IRRIGATION
EASEMENT
=ry ME NEEL FAMILY
UA(IrED PARTN$RSHLP
/ 960\1755
/q.
fProposed location of 4"
PVC irrigation pipeline
111-rIt
: t
of
n
O
i p Z =
Ornp�'
m D D
m Z D D
,r)Gl�v
o"'ozin
Z m O z
rrrs � O
z=zaD�
-1 D KmD
m
m -<Z Z m
D - m
�D G) j7, r
m
z*p
z m O ✓'
C
rrmO,<
M D m
z {
0
NOTES
1) THIS PROPERTY MAY BE SRlMCT
TO ANY EASEWCNTS AND/OR
RIGHTS OF WAY OF RECORD.
2) ACREAGE COMPUTED BY THE
COORDINATE METHOD.
3) UNDERGROUND POW13t
4 NO GRID MONUMEXT FOUND MITHNi
2000 F£>:T.
a zy lur loo' uimy do 1RmAS�ON SURVEY
I 3i of
SCALE jig FEET 97-0 DE NfEl EAR i. OR Pom mm
SCALE _t_ - �• DAVTDSON rWSP.. IREOELL CO.. N.C.
ACG AM BY: MALLARD HEAD DEVELOPMENT
Lrom
`EI) - ►P. - POMER POLE
LI.P. - EMSTW :ROI F"D
S.P.S. jt REBAR SET
A/W - RICHT-OF-NAY
rco low 201b,-4
its /uuAW 3" 00
ae ru
1Ax rM » 443064"

WaTea3INiTNDRatw Ll, Tjaa.nsFe_a.� R'eGis�Tnar, ons
�� North Carolina Division of Water Resources
Water Withdrawal Registration
Rcb" Annual Water Use Report
Section 1: Facility Information
Overview Reports FAQ Login
2015
Registrant:
Mallard Head Country Club
Facility ID:
0619-0001
Facility Name:
Resort Prop. Inc (DBA) Mallard Head C.C.
Facility Type:
Recreation
County:
Iredell
Sub -Basin:
Catawba River (03-1)
Mailing Address:
P.O. Box 3008 185 Mallard Way
Email:
[e-mail]
0.000
Mooresville, NC 28117
22
0.202
Contact Person:
Samuel A. Linker
Title:
Superintendent
Phone:
704-664-7031
Fax:
na
Section 2: Withdrawal Information
2-A. Average daily withdrawal and maximum day withdrawal by month in million gallons per day (MGD)
Maximum Day
Month
Discharged Discharge (MGD)
# of Days
Month
Average Daily
Maximum Day
Month
# of Days
Average Daily
Maximum Day
Used
Withdrawal (MGD)
Withdrawal (MGD)
Used
Withdrawal (MGD)
Withdrawal (MGD)
Jan 0
0.000
0.000 Jul
22
0.202
0.288
Feb 0
0.000
0.000 Aug
24
0.186
0.247
Mar 0
0.000
0.000 Sep
22
0.179
0.243
Apr 7
0.053
0.063 Oct
5
0.033
0.045
May 31
0.303
0.334 Nov
0
0.000
0.000
Jun 25
0.268
0.334 Dec
0
0.000
0.000
2-B. Source Information - Please complete one row for each water withdrawal source. If any of your
source information was imported from a previous year, please make sure
you dick edit and fill in the information left blank that is needed for the 2015 reporting year.
Source Name
Source Type
Average Daily
Days Used
Pumping Capacity (MGD)
Lake Norman
Lake
0.300
82
0.302
Clubhouse
Pond
0.036
136
0.996
Section 3: Discharge Information
3-A. Average daily discharge and maximum day discharge by month in million gallons per day (MGD)
# of Days Average Daily
Month
Maximum Day
Month
Discharged Discharge (MGD)
Discharge (MGD)
Jan
Jul
Feb
Aug
Mar
Sep
Apr
Oct
May
Nov
Jun
Dec
# of Days Average Daily Maximum Day
Discharged Discharge (MGD) Discharge (MGD)
3-B. Please complete one row for each discharge method. If any of your discharge information was imported from a previous year, please make sure you click edit and fill in
the information left blank that is needed for the 2015 reporting year.
Identifier or Permit Number Discharge Type Average Daily Days Discharged Discharge Capacity
No Discharges Listed.
Section 4: Sub -Basin Transfer Information
Complete this section only if you withdraw or purchase water that is not returned to the sub -basin from which it was withdrawn.
4-A. Please complete one row for each transfer of surface water from one sub -basin to another. If any of your transfer information was imported from a previous year, please
make sure you click edit and fill in the information left blank that is needed for the 2015 reporting year.

Description of Transfer Source Sub -Basin Receiving Sub -Basin Transfer Capacity
No Transfers Listed.
4B. Enter the average daily and maximum day surface water transfer amount for each month in million gallons per day (MGD)
Month # of Days
Average Daily Maximum Day # of Days Average Daily
Month
Transferred
Transfer (MGD) Transfer (MGD) Transferred Transfer (MGD)
Jan
Jul
Feb
Aug
Mar
Sep
Apr
Oct
May
Nov
Jun
Dec
Do you ham any counaents?
Maximum Day
Transfer (MGD)

Performance Curves — 60 Hz, 1750 RPM
METERS FEET
3A 100
25 80
20
60
a
z
0
0 15
40
10
20
5
0
O`i i i i r r i i i i 1 i i r i i i i i i
0 50 100 150 200 250 300 350 400 U.S. GPM 450
0 10 20 30 40 50 60 70 80 90 m33/hr 100
CAPACITY
Optional Impeller
Ordering Code Dia.
A
8'/16"
C
7111#
D
63/4
E
6%
515/16
F
51/2
G
H
51/8
J
4
NOTE: Pump will pass a
sphere to W diameter.