20201070 Ver 1_401 Application_20200820

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20201070 1
Is a payment required for this project?*
r No payment required
r Fee received Reviewing Office*
r Fee needed - send electronic notification Wilmington Regional Office - [phone]
Select Project Reviewer*
Holley Snider:eads\hasnider
Information for Initial Review
1a. Name of project:
COURTESY COPY - Morehead City Country Club - Golf Course & Club Facility Improvements
1a. Who is the Primary Contact?*
Nick Eatmon, Manager
1b. Primary Contact Email:* 1c. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
8/20/2020
Nearest Body of Water
Newport River
Basin
White Oak
Water Classification
SA;HOW
Site Coordinates
Latitude: Longitude:
34.74444 76.74639
A. Processing Information
County (or Counties) where the project is located:
Carteret
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
r 401 Water Quality Certification - Regular
W Non-404 Jurisdictional General Permit
r Individual Permit
42 - Recreation Facility
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No
1j. Is the project located in a designated trout watershed?
C Yes r No
FB_ Applicant Information
1d. Who is applying for the permit?
fJ Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Morehead City Country Club
2b. Deed book and page no.:
DB 142 PG 51
2c. Responsible party:
Nick Eatmon, Manager
2d.Address
Street Address
2900 Country Club Road
Address Line 2
city
Morehead City
Postal / Zip Code
28557
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
r Unknown
State / Rovince / Region
NC
Country
USA
2f. Fax Number:
[phone]
r Yes r No
r Yes r No
u

4. Agent/Consultant (if applicable)
4a. Name:
John J. Wade, P.E.
4b. Business Name:
Arendell Engineers
4c.Address
Street Address
1004 Arendell Street
Address Lim 2
city
Morehead City
Postal / Zip Code
28557
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
MCCC Authorized Agent Letter.pdf
C. Project Information and Prior Project History
1. Project Information
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
1b. Subdivision name:
(d appropriate)
N/A
1c. Nearest municipality/ town:
Morehead City
2. Project ctct Identification
2a. Property Identification Number:
2b. Property size:
637607595186000
156.38
2c. Project Address
Street Address
2900 Country Club Road
Address Lim 2
city
State / Province / Region
Morehead City
NC
Postal / Zip (ode
Country
28557
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Newport River
3b. Water Resources Classification of nearest receiving water:*
SA;HQW
3c. What river basin(s) is your project located in?*
White Oak
3d. Please provide the 12-digit HUC in which the project is located.
030203010406
4. Project Description and History
745.63KB
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The property is currently used as a golf course and country club facility. There is no change of use proposed. Land adjacent to the property is primarily residential. There is currently an
18 hole golf course, clubhouse, pool, and other associated features on the property. Coastal wetlands are located along the shoreline with the Newport River and along the tidal creek.
404 wetlands are located along the tidal creek and other locations on site.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown

4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2017-00274
Project History Upload
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
4f. List the total estimated acreage of all existing wetlands on the property:
28
4g. List the total estimated linear feet of all existing streams on the property:
2658
4h. Explain the purpose of the proposed project:*
Proposed project is to fill an existing pond that was dug in high ground with approbmately 7,073 square feet of surface area.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Proposed project is to fill an existing pond that was dug in high ground with appropmately 7,073 square feet of surface area. Small dump trucks and backhoes will be used to fill the
pond.
4j. Please upload project drawings for the proposed project.
MCCC JD Overall Map.pdf 3.54MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No CJ Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2017-00274
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Tom Hinson
Agency/Consultant Company: CPEC Environmental
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
May 19, 2017
5d1. Jurisdictional determination upload
Signed Wetlands Maps.pdf 6.98MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands r Streams -tributaries F Buffers
rJ Open Waters r Pond Construction
4.Open Water Impacts
4a. Site #
4a1. Impact Reason 4b. Impact type 4c. Name of waterbody
4d. Activity type
4e. Waterbody type
4f. Impact area
R8 Pond
P
Fill
Pond
0.16

4g. Total temporary open water Impacts: 4g. Total permanent open water impacts:
0.00 0.16
4g. Total open water impacts:
0.16
4h. Comments:
i E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The Morehead City Country Club looked at other alternatives to allow play around the pond other than filling it but this is the best option for the golf
course.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Filling of the pond will not impact other jurisdictional areas on the site.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
f Yes R No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
This PCN is a courtesy copy.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes f• No
If no, explain why:
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Filling of the pond Will not impact downstream water quality.
4. Sewage Disposal (DWR Requirement)

4a. Is sewage disposal required by DWR forth is project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes f• No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
r Unknown
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
North Carolina Natural Heritage program website.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
North Carolina Natural Heritage program website.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
No data sources used.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
The location of the pond to be filled isnot in a FEMA-designated 100-year floodplain per Map Number 3720637700J dated 07/16/2003.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
W By checking the box and signing below, I certify that:
. I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");

• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
John J. Wade
Signature
0CTWI-11
Date
8/20/2020

March 8, 2017
N.C. Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Morehead City, NC 28405
Re: Authorized Agent Agreement
Morehead City Country Club
Morehead City, North Carolina
To Whom It May Concern:
This is to inform you that James W. (Bill) Forman, Jr., P.E. and John J. Wade, P.E. of Arendell Engineers
is the Authorized Agent for the referenced project. Mr. Forman & Mr. Wade are authorized to act on
behalf of the applicant on matters related to the LAMA Major Permit and related federal permits.
Please call me if you have any questions or need additional information.
Sincerely,
Nick Eatmon, Manager
Morehead City Country Club

Survey
I, LINWOOD E. BYRD, JR., CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DB 142, PG 51 & MAP BOOK 3, PG 138); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION
FOUND AS REFERENCED ON THIS PLAT,' THAT THE RATIO OF PRECISION OR
POSITIONAL ACCURACY IS 1 : 10,000+; THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NOTE: THE PURPOSE OF THIS MAP IS TO SHOW THE WETLANDS
BOUNDARY LINES AS FLAGGED IN THE FIELD, THE LOCATION
OF ANY BUFFERS ARE APPROXIMATE ONLY, AND
THERE MAY BE STREAMS THAT REQUIRE BUFFERS THAT
ARE NOT SHOWN HEREON OR FLAGGED IN THE FIELD,
NOTE: THE JURISDICTIONAL WETLANDS HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL, INC.
NOTE: PIN NUMBERS SHOWN ARE CURRENTAS OF
THE DATE OF THIS SURVEY AND ARE
SUBJECT TO CHANGE IN THE FUTURE.
NORTH CAROLINA (21 NCAC 56.1600)
THIS THE 4th DAY 1k C a R �♦��
OF APRIL 201 7 O�//��
PROFESSIONAL LAN VEYOR Q l� SEAS �r• �7 v LEGEND
LICENSE NUMBER L-4662 = CAMA COASTAL WETLANDS LINE
L 4662 e1 y aW HIGH WATERMARK (CAMA)
LEGEND
LINES SURVEYED (SUBJECT PROPERTY)
LINES NOT SURVEYED (SUBJECT PROPERTY)
OHTER LINES SURVEYED (EX.: TIE LINES)
— LINES NOT SURVEYED (OTHER PROPERTIES)
- - RIGHT-OF-WAY LINE
CENTERLINE OF ROAD
EIP - - - - - - - EXISTING IRON PIPE FOUND
NIP - - - - - - - NEW IRON PIPE SET
CC - - - - - - - CONTROL CORNER
EIS - - - - - - - EXISTING IRON STAKE FOUND
ECM - - - - - - - EXISTING CONCRETE MONUMENT FOUND
RIW - - - - - - - RIGHT-OF-WAY
DB - - - - - - - DEED BOOK J--
PG ------- PAGE
HWM - - - - - - HIGH WATER MARK
R - - - - - - - APPROXIMATE PROPERTY LINE
. - - - - - - - WETLAND DATA SHEET LOCATION
MB - - - - - - - MAP BOOK O o zzi
404 Jurisdictional Wetlands (WOUS)
AREA BETWEEN L 1 & L2
SOUTH OF CART BRIDGE
ON # 18
64,142 S.F.
R3
2, 712 S.F.
R4
955 S.F.
R5
1,268 S.F.
R6
214 S.F.
R7
4,006 S.F.
R8
430 S.F.
R9
314 S.F.
R 10
1,382 S.F.
R 11
60 S.F.
R 1 POND
55,576 S.F.
R4 POND
13,537 S.F.
R8 POND
7,073 S.F.
R9 POND
70,841 S.F.
R 10 POND 5,669 S.F.
MGM, INC.
DB 1561, PG 219
PIN: 637606492107000 r
"COUNTRY CLUB RUN" A8
w
/�/fhl'rl_11�
oR� R��ER
MARSH
100 Year
Flood Line f
AE 8 1
R 10 REACH
R1 0_UL
R10 \
POND
(5,669 s.f.)
COASTAL
WETLANDS LINE
'R9 POND
NC
MON.
"RIVER"
NAD 83 (2001)
N= 371,280.46 ft.
E= 2,678,528.60 ft.
CF= 0.99991608
NEWPORT RIVER
SITE
TOOTLE RD.
S �\ �3 `20 3 ,� (70, 841 s. f. J V /.' D
0 `a 3
�P31b 1 �8b R9 REACH \ ca
z VICINITY MAP
-2' (314 s. f.) ,/ N o NOT TO SCALE
R7_UL NOTE: THIS PROPERTY IS SUBJECT TO ANY
100 Year �P`G` ` RIGHT-OFAND ALL EWA S ORS
Flood Line ��� R8_SP AGREEMENTS OF RECORD,
AE 7 - - NOTE• THE HIGH WATER MARK AND COASTAL
�0
b ,
Q(j3 WETLANDS LINES SHOWN HEREON WERE
� FLAGGED BY HEATHER STYRON OF CAMA
�� O D �/ ,/ �/ ' , ON 11-21-2016.
N
R7_SP Ra P 3 s•f • --,
)l I NOTE: THE SURVEYOR DOES NOT TAKE ANY RESPONSIBILITY FOR ANY
RS_SP \ 7 F I UNDERGOUND UTILITIES NOT SHOWN HEREON, THE PROPERTY
" — — R p,GNj OWNER IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
/ i QGR5 G� R� (� I UTILITIES PRIOR TO ANY CONSTRUCTION.
NQ. �
HWM �J;
i �o :
i
1
MOREHEAD CITY ECM
COUNTRY CLUB
PIN: 637607595186000
9�j„�
1�bi, 35
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L 1 _UL \FF
to L 1 WL
L1
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1 PON
�,b R6 SP � RS_UL �'This certifies that this copy of this plat accurately depicts the
3° — ' boundary of the jurisdiction of Section 404 of the Clean Water
R6 R4 POND \Q '/ �� Act as determined by the undersigned on this date. Unless there
REACH 13 537 s. f. ` ` / I A l is a change in the law or our published regulations, the
��Q ( / O . / a, ' ' determination of Section 404 jurisdiction may be relied upon for a
R3_SP �y,� �� I period not to exceed five (5) years from this date, The
� R3 REACH
� (2,712
o
No � LOT! m
o \o;
m
Y
R i 60 s f REACH
( ) \ NEE
�Q
S
10_SP
00f���
OTE: THE SURVEYOR DOES NOT TAKE ANY
\ RESPONSIBILITY FOR ANY UNDERGOUND
/ UTILITIES NOT SHOWN HEREON. THE
\ \ PROPERTY OWNER IS RESPONSIBLE FOR
VERIFYING THE LOCATION OF ALL UTILITIES
PRIOR TO ANY CONSTRUCTION.
J / � � � undersigned completed this determination utilizing the
R4_SP appropriate Regional Supplement to the 1987 U.S. Army Corps of
N I Engineers Wetlands Delineation M nual.
00
Regulatory Official: .
R4 EACH �--- /�
(955 s. f. J L- j O � Title.*
/ L , �i
' Date:
USACE Action ID No.: 01 '�
oe
/ SURVEYORS DECLARATION TO WHOM IT MAY CONCERN: It is the responsibility of the present
'/40 owner(s) or future owner(s) of the property shown hereon to check for any wetlands, high water
/ table or other water conditions which may cause a portion of this property to be unusable for
certain uses. No responsibility of any nature is assumed by the surveyor for any conditions which
' S0 may presently exist on the property shown hereon but are unknown to the surveyor such as:
z, QG Cemeteries, Family Burying Grounds, Toxic or Hazardous Waste Materials, Underground Utilities,
Existing or Proposed easements or right-of-ways, etc. not shown hereon, Any utilities or features
' and any easements, right-of-ways or buffers associated with said utilities or features shown hereon
are shown according only to what was known or visible at the time of this survey by the surveyor.
�.. / 164 This property may be subject to additional easements orright-of-ways unknown to the surveyor at
pG this time that a complete title examination may reveal. There shall not be any construction in the
area of any utlities, easements or right-of-ways without a complete title examination and
NOTE: THE 100 YEAR FLOOD LINE IS SHOWN additional surveying to identify the accurate widths and correct locations of record of any
APPROXIMATELY FROM FIRM: 3720637700J easements or right-of-ways, The surveyor is NOT an Attorney at Law and it is advised that the
NC GRID MON. .Q AND 3720637600J. EFFECTIVE DATES: owner of this property consult with a Licensed Attorney at Law to perform a complete title
�� "SMITH" �'�` 7- )6 2003 examination to confirm all known encumberances and reveal any potential encumberances or
NAD 83 (2001) title issues associated with this property.
N= 378,900.95 ft. NOTE: WERESETALONGPHYSICAL THERS SURVEY REFERENCES
E= 2,676,725.82 ft. WETLANDS BOUNDARY.
CF= 0.99991691 DEED BOOK 142, PAGE 51 TNOTE:
GE COMPUTED BY COORDINATE METHOD
NOTE: THIS SHEET IS FOR ILLUSTRATIVE DEED BOOK 154, PAGE 492-493 DISTANCES ARE HORIZONTAL GROUND DISTANCES
PURPOSES ONLY. SEE SHEETS DEED BOOK 153, PAGE 456 SURVEY FEET UNLESS OTHERWISE NOTED
REFERENCED HEREON FOR MORE DEED BOOK 163, PAGE 216 GRAPHIC SCALE
DETAILED INFORMATION, MAP BOOK 3, PAGE 138
0 400' 800'
WETLANDS LOCATION SURVEY FOR BYRD 112 E. JOHNSTON ST.
M OREHEAD CITY SMITHFIELD, N.C. 27577
KDATEo
RVEYIN G P.A. PHOyE: 252-5 yoco
COUNTRY CLUB www.b rdsurve com
IONAL LAND SURVEYORS C-0719 ©2017
TOWNSHIP: MOREHEAD COUNTY: CARTERET 4-2017 SURVEYED BY: LEBJ SHEET 1 OF 7
CITY OR TOWN: STATE: NORTH CAROLINA1= 400' DRAWN BY: LEBJ DRAWING NO.
Morehead City ETJ PIN: 637607595186000 D & CLOSURE BY, LEBJ 17-036

HWM
COASTAL
WETLANDS LINE
L-421-.
HWM 'TIE LINE"
L. 424 -
COASTAL
LEGEND WETLANDS UN
LINES SURVEYED (SUBJECT PROPERTY)
LINES NOT SURVEYED (SUBJECT PROPERTY)
OHTER LINES SURVEYED (EX.: TIE LINES)
--- — LINES NOT SURVEYED (OTHER PROPERTIES)
- - RIGHT-OF-WAY LINE
olillip CENTERLINE OF ROAD
CAMA COASTAL WETLANDS LINE
-- r— HIGH WATER MARK (CAMA)
EIP - - - - - - - EXISTING IRON PIPE FOUND
NIP - - - - - - - NEW IRON PIPE SET
CC - - - - - - - CONTROL CORNER
EIS - - - - - - - EXISTING IRON STAKE FOUND
ECM - - - - - - - EXISTING CONCRETE MONUMENT FOUND
RIW - - - - - - - RIGHT-OF-WAY
DB------- DEED BOOK
PG -- -_--_ PAGE
HWM - - - - - - HIGH WATER MARK
APPROXIMATE PROPERTY LINE
- - - - - - - WETLAND DATA SHEET LOCATION
MB------- MAP BOOK
U-4 or
(e WETLAND FLAG LOCATIONS
R3-4 (ex.) - - - - -
i
L-11
'T!E LINi
• e•• City ETJ
This certifies that this copy of this plot accurately depicts the boundary of the jurlsdlctlon of Section NC GRID MON.
/ 404 of the Clean Water Act as determined by the undersigned on this date, Unless there is a
change In the law or our published regulations, the deterrnlnation of Sectlon 404 jurlsdiction maybe / "SMITH"
/ AREA BETWEEN L 1 & L2 AND ALONG relied upon for a period not to exceed five 15) years from this date. The undersigned completed NAD 83 H"
COASTAL WETLANDS TO SOUTH SIDE OF this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of , i N= 368,900.95 ft.
CART BRIDGE ON # 18 Engineers Wetlands Delineation nuals / E- 2,676,725.82 f1,
�\ Alt
64,142 S. f. Regulatory Official: / j ` L-164 CF= 0, 99991691
L-)b5
�> �� , Title: b L-163
�bv4�J�� Date: ,' / L $ b1 L-162
/��, L1-la 100 Year j/ ,�o L-161
/ y - ,t L1-8 404 W Flood Line USACEActlonlDNo.: _ 2 L-166 h L-160
WETLANDS LINE ba
Li `
MOREHEAD C17Y till 4
G�` ,' 1
!�L 1 1.~23 v L2i l 30 COUNTRY CLUB f
L-22 �i L 1-13 PIN: 637607595186000 j � 52 L-151 /
COASTAL L 1 _WL L-34
L-423 1 5 WETLANDS LINE sl L 1-16 �� ,��b ^ �> °
will
L-154 4t
'a
L2-4 L-10---� �. L-42 ' V, �„`' Lill 1 40 4'
LI I o 'TIE LINE" 40 ��� hry'�-`'- L 1-33 ( � L-144
J -
L2-2 v - �_9 / L-4 ,� 142
L2 44 3 3 L-53 1
� '` `�' L2-S I �sso As L-56 L1-38 ; L-181 13q �, L-143 L 145
a� L2-6 v L-92 4; e l.J, L' L-141
,L2-43� , !.s L 1-39 �' L 1-42 L-182Nillisse —
�� � ``lk
�°rL2-39 ,. L2-46 j�IL 98 s�,� s dilk 1. L1-40 ~� L`136 L-137 �,� /�� ,_ �l�>
L2-7�.i r—
� 8
L-85L_8
L2-42
L2-9-.,�
1P
^h v L2
V
L2-10 L2-34
^b v4
lillivillissill,o L2-33CP
v L2-32
HWM L 1-24
END COASTAL r �'
-�WETLANDS ti'ti 31 L-36 % 1 L-48
L-68 � ��1-18 L-49 L 1-30
L-42b
F
404 WETLANDS LINE
L2-58IJ
100 Year
Flood Line
AE 8
L2-65 L2-66 '� 6
L-116�
L 1 _L2_SP
& WIDE
/ 12dV L2-7
L2-73----�
/ L-121 LI
L2-75
L2-79 �L2-76
L-127 6 L2-77
L-128 L-125
L-129
L-130�
L-131 L2-82
-147
L 1-44 �,,`L13$ r
1 L 1-48 XA\ -- ---
�� PATH
L 1-47
100 Year -
Flood Line if I
r
AE 8
�a �o
Oil NOTE: THE JURISDICTIONAL WETLANDS HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL, INC.
IT LINES ONLY
LINE
sill Ir
B R
BEARING
DISTANCE
L-2
L-7
N 85° 04' 40" E
N 81 ° 06' 45" E
113.57'
427423'
L-10
S 650 53' 43" W
30.59'
L- l J
N 280 45' 42" E
33.23'
ACREAGE COMPUTED BY COORDINATE METHOD
NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
IN US SURVEY FEET UNLESS OTHERWISE NOTED
GRAPHIC SCALE
o 100' 200'
M
L2-87
PROFESSIONAL LAND SURVEYORS
rn DATE: 4-4-2017 SURVEYED BY: LEBJ
-1 SCALE, 1 " Illinois DRAWN BY: LEBJ
CHECKED & CLOSURE BY: LEBJ
112 E. JUHNSTON ST.
SNlITHFIELD, N.C. 27577
PHONE; 252-515-1039
www.byrdsutvey.com
C-0719 © 2017
SHEET2 OF 7
DRAWING NO.
17-036

LEGEND
LINES SURVEYED (SUBJECT PROPERTY) Q
-� LINES NOT SURVEYED (SUBJECT PROPERTY) 1 N
OHTER LINES SURVEYED (EX.: TIE LINES)
— -- LINES NOT SURVEYED (OTHER PROPERTIES) Z
- - RIGHT-OF-WAY LINE
CENTERLINE OF ROAD OD LjJ,
— CAMA COASTAL WETLANDS LINE pOGWO
HIGH WATER MARK (CAMA)
EIP - - - - - - - EXISTING IRON PIPE FOUND 100 Year
NIP - - - - - - - NEW IRON PIPE SET
CC ------- CONTROL CORNER Flood Line \
EIS - - - - - - - EXISTING IRON STAKE FOUND I E 7
ECM - - -- - - - EXISTING CONCRETE MONUMENT FOUND
RIW - - - - - - - RIGHT-OF-WAY
DB------- DEED BOOK '
PG ------- PAGE I
HWM - - - - - - HIGH WATER MARK I _
APPROXIMATE PROPERTY LINE O -
A - - - - - - - WETLAND DATA SHEET LOCATION
-------- MB - - - - - - - MAP BOOK O I R3-13
L14or
R34 ex.) - - WETLAND FLAG LOCATIONS I __--_-_____
WEST SIB
N BgS PARK G 62
°o 0 WB NAB 23, P R3-8 8g L-193
o
N co O I I I
_ I I 192
m I I L
RS-1
0 5 1aa 1a9.191 R7-1
1' 0190 _ R3-10 R3-12
I I R3 REACH 10.4 „ E � R3 9
6 I �? 6' 3� R3-7
0 2,712 sore 53 2 ,
`� R4-1 R6_SP
Ln
Zo1 /
�l
NA °9q/a•$o�tft.
N` 3 6 3g� I
E, 2,6l
E1p
L-} L.183 1
�_ 12 R3-2
R3-1
S64°12'35"W
'TIE LINE"
WETLANDS LOCATION SURVEY FOR
MOREHEAD CITY
COUNTRY CLUB
TOWNSHIP: MOREHEAD COUNTY: CARTERET
CITY OR TOWN, STATE: NORTH CAROLINA
Morehead City ETJ
L 1a4 1
R3-3
404 WETLANDS REACH
� 186 � R3-6 � L- l 95
R3-5
SO R4-2
R3-4 R4-3
R3_SP R4 SP
/�� L-197
MOREHEAD CITY
COUNTRY CLUB
PIN: 637607595186000
o�
This certifies that this copy of this plat accurately depicts the
boundary of the jursdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is a change
in the law or our published regulations, the determination of Section
404 jurisdiction may be relied upon for a period not to exceed five (5)
years from this date. The undersigned completed this determination
utilizing the appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetland's/ lineation Manu "
Regulatory Official,
USACE Action ID No.: W
N
Z�
R4-
R4 REACH
(955
s. f.J
R6 REACH
(214 s.f.J
IARK SIB
BP G36
} 3 \ W Mg 5, P
I
} 4 I R7-6
R7-4
R7-2 I
R7-3
261
R7-7
262
L 26� I L
25� � 259 R7-5
L 25a 404 WETLANDS REACH
R5 SP
R6-3 404 WETLANDS REACH
R6- l R
5-4
/ L 250 /
f
v, L 2SI
�1
R6-2 R5-7—
°� RS-8
R6-3
R5_UL
r,
0
�404 WETLANDS REACH
tlow223 L— <
L-222 J'
RS REACH
R5-6 11,268 sore)
L-252
-L-253
L-254
'TIE LINES ONLY"
R7-8
R7 REACH
ISTANCE
NOTE: THE JURISDICTIONAL WETLANDS HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL, INC.
R4 POND
13,537 sore
L-218 �-219 L-220 L-226E-233
6 L-227 L-231 L-234
R4-7 L-204 L-205 L-217 L-214
r 2, L-215 L 23 L-235
ACREAGE COMPUTED BY COORDINATE METHOD
N R4-9 v R4 POND L-236 NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
N R4-8 L-212 w 3a
R4-10 �, L-210 �= 2 � IN US SURVEY FEET UNLESS OTHERWISE NOTED
No-2obv
201 �yoQ 2�3 GRAPHIC SCALE
v
1: L-239 0 >
L-9
��
e Line"
2A1
L-244 L.242
00 200
� 240
�2�6 BY R D
SURVEYING, P.A.
GP PROFESSIONAL LAND SURVEYORS
DATE: 4-4-2017 SURVEYED BY: LEBJ
SCALE: 1" = 100' DRAWN BY: LEBJ
New
CHECKED & CLOSURE BY: LEBJ
112 E. JOHNSTON ST.
SMITHFIELD, N.C. 27577
PHONE: [phone]
www.byrdsurvey.com
C=0719 ©2017
SHEET 3 OF 7
DR WING NO.
17-036

LINES SURVEYED (SUBJECT PROPERTY]
LINES NOT SURVEYED (SUBJECT PROPERTY) I
OHHER LINES SURVEYED (EX.: TIE LINES)
® — LINES NOT SURVEYED (OTHER PROPERTIES) Woo
— RIGHT-OF-WAY LINE 1
— CENTERLINE OF ROAD `v
CAMA COASTAL WETLANDS LINE
HIGH WATER MARK (CAMA) ®® I
EIP - — — — — — - EXISTING IRON PIPE FOUND _ RIVER DR'
NIP - - - - - - - NEW IRON PIPE SET asp L-343 �3�4
CC - - - - - - - CONTROL CORNER
EIS - - - - - - - EXISTING IRON STAKE FOUND W
ECM - - - - - - - EXISTING CONCRETE MONUMENT FOUND ®r R I �; l•"sr
)B - - - - - - - RIGHT-OF-WAY
DB - - - - - - - DEEP BOOK
PG PA)8E �O r
HWM - - - - - - HI H WATER MARK 'TIE LINES ONLY" '�
R - - - - - - - APPROXIMATE PROPERTY LINE r
- - - - - - - WETLAND DATA SHEET LOCATION
AB ------- MAPBOOK
L 1-4 or - - WETLAND FLAG LOCATIONS
R3-4 (ex.) - - -
LINE
BEARING
DIS
338
L-337
o m
20 N
i NOTE: THE JURISDICTIONAL WETLANDS HEREON o� o N 1, oo I I
WERE DELINEATED BY CPEC ENVIRONMENTAL, INC.
R9 POND w
17 L-325 ( 70,84 1 s. f. J P- w17
I I
100 Year \ a 6 W 00
Flood Line
/ �.
DOGWOOD LN.�,� NAD 83 (2011) MOREHEAD CITY
N= 370,792.60 ft. / COUNTRY CLUB
E= 2,677,486.33 ft. / PIN: 637607595186000
J
RK s/D \ / R8 REACH
M
3 WEBS 5 PG 36 R7_SP L-26� GM / R7-10 (430 S.F.)
\ �
L-266
R7-6 1210*0 3A!' E 63 R1,9L-265 � R7-13 R8_SP R8 POND
53� 26 L�2 a� R8-1 (7, 073 s. f.)
R7 5 N R7-8
R7-4 262 R7-11 �, L-275
261 R7-7 R7_UL R �2 �� ��� R8-3
L-274 R8-4 g2
1: 260 404 WETLANDS REACH R7-14 L-269 R8-2 L-13 � 2 L'283
L-270
L-302 L-277 L-284
p"`
R7 REACH L1276 L-280 L-285
(4,006 s. f. ) L-300 �
R8 POND L-286
a� L-295 L_292 L-288
R7-15
'404 JURISDICTIONAL WETLANDS " L-298 �29 �2gL0-289
� L_296 L-291
WETLANDS LOCATION SURVEY FOR
M EHE CITY CART PATH
LINTY CLUB
TOWNSHIP: MOREHEAD COUNTY: CARTERET
CITY OR rowN: STATE: NORTH CAROLING
Morehead City ETJ
a
2 6 0 `ra V
19 L-317 3�4 /0 � I I I
32 L-318 L-3I5 l0 q �011 1
0 L-312 0! �0 81,E
L-31 o v 89 i
— _ I
L-8
R9 REACH 'TIE L/NE" I
(314 s.f.) R9 SP
This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of /
Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless
there is a change in the law or our published regulations, the determination of Section 404
jurisdiction may be relied upon for a period not to exceed five (5) years from this date. The
undersigned completed this determination utilizing the appropriate Regional Supplement to
the 1987 U.S. Army Corps of Engineers Wet nds Delineation Manual." /NC GRID MOH.
Regulatory Official - � "RIVER"
NAD 83 (2001)
N= 371,280.46 ft.
E= 2,678,528.60 ft.
CF= 0.99991608
USACE Action ID No.:
P�
® ACREAGE COMPUTED BY COORDINATE METHOD
NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
Iq IN US SURVEY FEET UNLESS OTHERWISE NOTED
�.� GRAPHIC SCALE
0 100' 200'
U VI ..
PROFESSIONAL LAND SURVEYORS
DATE: 4-4-2017 SURVEYED BY: L
' SCALE: I" = 100' DRAWN BY, LEE
CHECKED & CLOSURE BY: LEBJ
112 EJOHNSTON ST
. .
SMITHFIELD, N.C. 27577
PHONE: [phone]
www.byrdsurvey.com
C=0719 02017
SHEET 4 OF 7
DRAWING NO.
17-036

LEGEND
LINES SURVEYED (SUBJECT PROPERTY)
LINES NOT SURVEYED (SUBJECT PROPERTY)
OHTER LINES SURVEYED (EX.: TIE LINES)
— LINES NOT SURVEYED (OTHER PROPERTIES)
- - RIGHT-OF-WAY LINE
CENTERLINE OF ROAD
X X CAMA COASTAL WETLANDS LINE
HIGH WATER MARK (CAMA)
EIP - - - - - - - EXISTING IRON PIPE FOUND
NIP - - - - - - - NEW IRON PIPE SET
CC - - - - - - - CONTROL CORNER
EIS - - - - - - - EXISTING IRON STAKE FOUND
ECM - - - - - - - EXISTING CONCRETE MONUMENT FOUND
R/W - - - - - - - RIGHT-OF-WAY
DB------- DEED BOOK
PG - - - - - - - PAGE
HWM - - - - - - HIGH WATER MARK / ^
APPROXIMATE PROPERTY LINE
- - - - - - - WETLAND DATA SHEET LOCATION r
dB ------- MAPBOOK14 or
�/
R3 4 (ex.) - - - - - WETLAND FLAG LOCATIONS
R 10 REACT
(1,382 s.f.J
RIO-1
L 1 _L2_SP
L2-87
3
'TIE LINES ONLY'
LINE
BEARING
DISTANCE
L-2
N 850 04' 40" E
1 13.57'
L4
S 190 2746" W
368.34'
L-14
S 100 52' 14" W
16.17'
MOREHEAD CITY J� �"J
1 /
COUNTRY CLUB
PIN: 637607595186000 'This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of
Section 404 of the Clean WaterAct as determined by the undersigned on this date. Unless �\
there is a change in the law or our published regulations, the determination of Section 404
\ •��/ �;J)K
jurisdiction may be relied upon for a period not to exceed five (5) years from this date. The
undersigned completed this determination utilizing the appropriate Regional Supplement to
the 1987 U.S. Army Corps of Engineers Wetlands line ion Manua "
/
hegu
Year Regulatory Official:
Rood
/ o Line
X AE 8 Title: /
Date:22 q/
R 10-5 0 USACE Action ID No.: . �J 1-✓ d f � .. Lo Q 17 f
RIM
L-396 _
�391/ � R11-2
34
imp
3q3 R 1 1-3
NOTE: THE JURISDICTIONAL WETLANDS HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL, INC.
i
L
i v
R 1 POND '
( 55,576 s.f.)
I
� 1�
1 \
L419 L-420 �R 10-2 RI 1-1 R 11 REACH
3q� R 10-3 (60 s.f.) �J
L-418
L417 'TIE LINE R 10_SP
L-416 d' �so\ \
L415 L-399
L414 L400 R 10
00007
L413 POND L-401
i '� 1
L411 (5,669 s.f.) �
v
L410 ACREAGE COMPUTED BY COORDINATE METHOD
L409 NOTE: NLUDISTANCES ARE HORIZONTAL GROUND DISTANCES
L-403 RT PATH \ SURVEY FEET UNLESS OTHERWISE NOTED
L-40 8 L-404 CA �� 1 1 \ \ GRAPHIC SCALE
\ 404 JURISDICTION L A WETLANDS
L-406
WETLANDS LOCATION SURVEY FOR 112 E. JOHNSTON ST.
B Y R D SMITHFIELD, N.C. 27577
\ MOREHEAD CITY PHONE: 252-515=1039
f 1MB 3' PGj 07 , SURVEYING, PA. www.byrdsurvey.com CLUB
PROFESSIONAL LAND SURVEYORS C-0719 © 2017
I � I
TOWNSHIP. MOREHEAD COUNTY: CARTERET DATE: 44-2017 SURVEYED BY: LEBJ SHEET 5 OF 7
CITY OR TOWN: STATE, NORTH CAROLINA SCALE: 1 = 100' DRAWN BY: LEBJ DRAWING NO,
Morehead City ETJ CHECKED & CLOSURE BY: LEBJ 17-036

. P
LINE
BEARING
DISTANCE
L-136
S
460
45
33"
E
39.25'
L-137
S
640
46
06"
E
24.95'
L-138
S
720
57
49"
E
15.27'
L-139
S
840
33'
26"
E
57.64'
L-140
S
800
52'
22"
E
15.79'
L-141
S
470
34'
09"
E
16.02'
L-142
S
600
57'
l 0"
E
24.84'
L-143 S 66° 01 ' 47" E 35.17'
L-144 S 640 1551" E 23.24'
L-145 S 700 41 ' 27" E 17.79'
L-146 S 880 09' 00" E 22.46'
L-147 N 240 14' 57" E 3.42'
L-148 N610 13'51"E 46.11'
L-149 N 280 53' 48" E 21.34'
L-150 N 130 59' 53" E 31.83'
L-151 N 44 ° 54' 15" W 14.84'
L-152 N 800 48' 14" W 16.08'
L-153 N 710 39' 51 " W 23.80'
L-154 N 590 1 1' 30" W 15.24'
L-155 N 150 49' 29" W 9.21'
L-156 N 080 5720" E 39.90'
L-157 N 310 14' 31 " E 31.88'
L-158 N 350 42' 39" E 23.97'
L-159 N 410 51 ' 46" E 24.03'
L-160 N 250 2503" E 7.76'
L-16 l N 090 42' 08" E 15.86'
L-162 N 040 40' 32" W 7.70'
L-163 N 170 21' 20" W 8.24'
L-164 N 500 19' 13" W 14.69'
L-165 S 870 50' 03" W 15.21'
L-166 N 060 54' 21 " W 1.67
L-167 S 860 01' 23" W 32.20'
L-168 N 850 13' 29" W 1 1.97'
L-169 S 740 22' 40" W 14* 18'
L-170 S 630 4729" W 1 1.72'
L-171 S 800 52' 39" W 22.79'
L-172 S 840 32' 55" W 29.20'
L-173 S 850 49' 36" W 24.13'
L-174 S 730 35' 32" W 26.38'
L-175 S 590 02' 24" W 26.50'
L-176 S 630 58' 58" W 21.26'
L-177 S 560 54' 24" W 29.97'
L-178 S 470 01 ' 06" W 17.52'
L-179 S 280 55' 14" W 34.02'
L-180 S 230 22' 24" W 27.28'
L- 181 S 290 49' 45" W 17.38'
L-182 S 160 00' 10" W 14.55
LINE
BEARING
DISTANCE
L-206
N 540 24' 26" E
12.38'
L-207
N 340 4620" E
21.8 l'
L-208
N 550 10' 43" E
14.20'
L-209
N 210 59' 01 " E
26.55'
L-210
N 640 03' 57" E
26.45'
L-21 1
N 470 46' 10" E
18.51'
L-212
N 160 0747 E
16.37
L-213
N 270 04' 53" W
16.05'
L-214
N 620 23' 19" W
17.77'
L-215
S 620 29' 04" W
24.66'
L-216
N 800 42' 23" W
20.56'
L-217
N 330 473611 W
18.09'
L-218
N 160 04' 1 1" E
17.70'
L-219
N 520 21' 59" E
22.97'
L-220
N 720 48' 05" E
35.12'
L-221
N 100 57' 00" E
10.08'
L-222
N 130 0723" E
13.26'
L-223
N 490 1 1' 32" E
7.51 '
L-224
N 800 OS' 00" E
1 Iv 13'
L-225
S 600 50' 02" E
9.97'
L-226
S 240 3708" E
18.11'
L-227
S 130 38' 21 " E
16.67
L-228
S 200 13' 50" E
1 1, 81'
L-229
S 560 41' 01"E
6.61'
L-230
N 860 21' 57" E
16.27'
L-231
N 620 10' 32" E
16.97'
L-232
N 250 54' IS" E
21.02'
L-233
N 740 28' 08" E
12.84'
L-234
S 580 44' 19" E
1 1.50'
L-235
S 040 53' 43" E
14.06'
L-236
S 31 ° 51 ' 06" W
12.25'
L-237
S 070 21 ' 29" W
24.80'
L-238
S 520 1640" W
23.60'
L-239
S 170 43' 20" W
22.51'
L-240
S 550 0546" W
15.13'
L-241
S 680 08' 23" W
13.55'
L-242
S 800 4010811 W
14.89'
L-243
S 470 53' 42" W
24.75'
L-244
S 730 4535" W
20.02'
LINE BEARING DISTANCE
L-350 S 73° 55' 09" E 12.57'
L-351 S 280 11' 06" W 7.89'
L-352 S 280 57' 56" E 32.81'
L-353 S 650 08' 00" E 16.03'
L-354 S 470 49' 17" E 32.60'
L-355 S 230 21' 38" E 29.95'
L-356 S 520 18' 41 " E 36.29'
L-357 S 410 34' 04" E 33.28'
LINE BEARING DISTANCE
L-276 N 660 09' 26" E 14.76'
L-277 S 880 57' 14" E 14.34'
L-278 N 710 33' 14" E 1 1.78'
L-279 S 880 10' 50" E 1 1.97'
L-280 N 560 06' 57" E 28.17'
L-281 N 200 59' 41" E 1 1. 10'
L-282 N 490 47' 46" E 1 1.54'
L-283 N 830 58' 1 1" E 1 1.55'
L-284 S 360 30' 50" E I0.43'
L-285 S 080 08' 18" E 14.96'
L-286 S 060 23' 36" W 13.05'
L-287 S 260 36' 32" W 11.961
L-288 S 080 14' 43" E 1 1.5 i'
L-289 S 120 06' 55" W 12.81'
L-290 S 460 53' 47" W 9.02'
L-291 S 730 12' 33" W 15.18'
L-292 S 610 52' 02" W 18.70'
L-293 S 230 1 1' 51" W 4.31'
L-294 N 690 24' 47" W 5.19'
L-295 S 690 56' 03" W 6.55'
L-296 S 610 22' 09" W 13.08'
L-297 N 870 55' 27" W 13.67'
L-298 N 870 18' 34" W 14.84'
L-299 N 440 472 1" W 24.24'
L-300 N 140 56' 29" W 15.57'
L-301 N 140 12' 04" E 14.40'
L-302 N 420 13' 33" E 13.00'
'This
boundary
certifies that this copy of this plat accurately depicts the
of the Jurisdiction of Section 404 of the Clean Water
Act as determined by the undersigned on this date. Unless there
is a change in the law or our published regulations, the
determination of Section 404 jurisdiction may be relied upon for a
period not to exceed five (5) years from this date. The
unde
appro
rsigned completed this determination utilizing the
priate Regional Supplement to the 1987 U.S. Army Corps of
Engineers Wetlands Delineation Manual."
Regulatory Official: -
litle; _
USACE Action ID tJo.: � `�' �l
LINE
LINE BEARING DISTANCE
L-276 N 660 09' 26" E 14.76'
L-277 S 880 57' 14" E 14.34'
L-278 N 710 33' 14" E 1 1.78'
L-279 S 880 10' 50" E 1 1.97'
L-280 N 560 06' 57" E 28.17'
L-281 N 200 59' 41" E 1 1. 10'
L-282 N 490 47' 46" E 1 1.54'
L-283 N 830 58' 1 1" E 1 1.55'
L-284 S 360 30' 50" E I0.43'
L-285 S 080 08' 18" E 14.96'
L-286 S 060 23' 36" W 13.05'
L-287 S 260 36' 32" W 11.961
L-288 S 080 14' 43" E 1 1.5 i'
L-289 S 120 06' 55" W 12.81'
L-290 S 460 53' 47" W 9.02'
L-291 S 730 12' 33" W 15.18'
L-292 S 610 52' 02" W 18.70'
L-293 S 230 1 1' 51" W 4.31'
L-294 N 690 24' 47" W 5.19'
L-295 S 690 56' 03" W 6.55'
L-296 S 610 22' 09" W 13.08'
L-297 N 870 55' 27" W 13.67'
L-298 N 870 18' 34" W 14.84'
L-299 N 440 472 1" W 24.24'
L-300 N 140 56' 29" W 15.57'
L-301 N 140 12' 04" E 14.40'
L-302 N 420 13' 33" E 13.00'
'This
boundary
certifies that this copy of this plat accurately depicts the
of the Jurisdiction of Section 404 of the Clean Water
Act as determined by the undersigned on this date. Unless there
is a change in the law or our published regulations, the
determination of Section 404 jurisdiction may be relied upon for a
period not to exceed five (5) years from this date. The
unde
appro
rsigned completed this determination utilizing the
priate Regional Supplement to the 1987 U.S. Army Corps of
Engineers Wetlands Delineation Manual."
Regulatory Official: -
litle; _
USACE Action ID tJo.: � `�' �l
LINE
BEARING
DISTANCE
L-389
S 730 41
' 24" E
31.80'
L-308
S 730 10' 11" E
44.43'
L-309
S
100
39'
26"
W
29.17'
L-310
S
680
35'
10"
W
13.93'
L-3 11
N 730
08' 21 "
W
25.37'
L-312
S
740
19'
46"
W
18.43'
L-313
N
770
09' 47"
W
28.40'
L-314
S
480
19'
43"
W
18.52'
L-315
S
820
22'
58"
W
19.61 '
L-316
S
880
12'
02"
W
19.17'
L-317
S
56°
37'
24"
W
22.53'
L-318
S
630
10'
39"
W
22.94'
L-319
S
870
42'
59"
W
37.89'
L-320
S
830
36'
50"
W
12.98'
L-321
N
350
06'
35"
W
9.33'
L-322
N
880
39'
14"
W
25.31'
L-323
N
850
35'
30"
W
42.65'
L-324
N
810
06155
"
W
17.18'
L-325
S
780
42'
16"
W
17.99'
L-32 5
S
560
05'
19"
W
19.95'
L-327
S
810
20'
30"
W
13.70'
L-328
S
630
26'
29"
W
11.96'
L-329
N
64°
08'
39"
W
9.49'
L-330
N
220
22'
04"
W
23.49'
L-331
N
020
29'
41"
W
26.86'
L-332
N
130
13'
01"
E
33.86'
L-333
N
220
04'
09"
E
29.05'
L-334
N
240
48'
54"
E
29.39'
L-335
N
370
02'
44"
E
23.81'
L-336
N
470
50'
37"
E
24.99'
L-337
N
590
57'
39"
E
20.13'
L-338
N
470
33'
39"
E
23.59'
L-339
N
400
14'
50"
E
28.61'
L-340
N
180
59'
46"
E
25.17'
L-341
N
)1 °
52'
31 "
E
31.09'
L-342
N
080
04'
44"
E
30.47'
L-343
N
710
54'
39"
E
22.46'
L-344
S
890
05'
18"
E
18.64'
L-345
S
670
17'
29"
E
24.08'
L-346
S
520
31'
07" E
23.14'
L-347
S
360 46'
57" E
25.01'
L-348
S
410
14'
30" E
37.78'
L-349
S
310 34'
26" E
30.00'
WETLANDS LOCATION SURVEY FOR
TOWNSHIP: MOREHEAD
CITY OR TOWN:
COUNTY: CARTERET
STATE: NORTH CAROLINA
"TIE LINES ONLY"
L-1
N
530 40'
53" E
157.16'
L-2
N
850 04'
40" E
i 13.57'
L-3
N
340 39'
40" E
430o9O'
L-4
S
190 27' 46" W
368.34'
L-7
N
810 06'
45" E
427.23'
L-8
N
750 49'
03" E
347.50'
L-9
S
570 15'
50" E
25.09'
L-10
S 650 53' 43" W
30.59'
L-11
N
280 45'
42" E
33.23'
L-12
N
550 54'
39" E
154.17'
L-13
S
360 05'
24" E
15.11'
L- l4
S
100 52'
14" W
16.17'
R 10 POND PERIMETER
LINE
BEARING
DISTANCE
L-398
S 52" 18'
36" E
35.04'
L-399
S
34" 08'
36"
E
15.97'
L-400
S
140 20'
22"
E
15.75'
L-401
S
030 32'
33"
W
23.75'
L-402
S
400 36'
52"
E
29.36'
L-403
S
060 22'
40"
E
18.57'
L-404
S
290 08'
10"
W
I5.94'
L-405
S
090 03'
19"
W
13.84'
L-406
S
650 36'
46"
W
7.65'
L-407
N
810 36'
04"
W
35.75'
L-408
N
100 45'
10" E
23.20'
L-409
N
250 59'
33"
E
10.78'
L-410
N
040 13'
06"
W
1 1.34'
L-411
N
320 26'
26"
W
1 1.25'
L-412
N
060 27'
56"
W
23.96'
L-413
N
470 57'
46"
W
1 1.13'
L-414
N
380 37'
30"
W
7.74'
L-415
N
250 37'
10"
W
1 S.68'
L-416
N
130 07'
52"
W
15.87'
L-417
N
140 54'
12"
W
7.92'
L-4 l8
N
310 18'
44"
E
7.64'
L-419
N
520 45'
40"
E
7.80'
L-420
N
840 08'
55"
E
7.88'
DATE: 4-4-2017
1100'
ACREAGE COMPUTED BY COORDINATE METHOD
NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
IN US SURVEY FEET UNLESS OTHERWISE NOTED
GRAPHIC SCALE
0 100'
SURVEYED BY: LEBJ
DRAWN BY: LEBJ
200
'
112 E. JOHNSTON ST.
SMITHPIELD, N.C. 27577
PHONE: [phone]
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C-0719 ©2017
SHEET 7 OF 7
DRAWING NO.
Morehead City ETJ
CHECKED &CLOSURE BY: LEBJ
17-035