38323_TOWN OF SWANSBORO_20040512

W;DGEA & FILL
NERAL PERMIT
G'New ❑Modification ❑Complete Reissue ❑Partial Reissue
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
Previous permit #
Date previous permit issued
Type of Project/ Activity
Pier (dock) length
Platforms}
Finger pier(s)
Groin length _
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp _
Boathouse/ Boatlift
Beach Bulldozing
Other :.
r
t(,
❑ Rules attached.
Applicant Name
�'�`�: G ::,
a t . a _< , ,
: - Project Location: County
Address is
� � ,-
(no,
Street Address/ State Road/ Lot #(s)�{.,
r
City :i .- �; ,. .�
Statdj'�l
ZIP
yes
Phone # (i) ' `. `Gt Fax #r ()
Moratorium: n/a
Subdivision
Authorized Agent
iti ,Y }.Tu
City ' ,, ^ k i `�4 ZIP
Affected ❑ CW w
L PTA S
[I PTS ;f
Phone # ( ) :' Y o- River BasinU ; ,\
L1OEA _' HHF
AEC(s):
❑ IH 6 UBA
El N/A
"'r", i., �, • i '--
Adj. Wtr. Body t' t t 4,.t i; a i ` s (rat /man /unkn)
ORW: yes / no PNA
yes / no Crit. Hab. yes / no
Closest Maj. Wtr. Body
Type of Project/ Activity
Pier (dock) length
Platforms}
Finger pier(s)
Groin length _
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp _
Boathouse/ Boatlift
Beach Bulldozing
Other :.
(Scale: Kj I k )
A building permit may be required by:
Notes/ Special Conditions
�� ) co (DL(
1,��"l!i
Agent or Applicant Printed Name
Signature Please read compliance statement onF back of permit
Application Fee(s) Check#
See note on back regarding River Basin rules:
Permit Officer's Signature
Issuing Date d EXpiratio Date
Local Planning jurisdiction I Rover File Name
r
Shoreline Length
SAV: not sure
yes
(no,
Sandbags: not sure
yes
Ino!
Moratorium: n/a
yes
no
Photos:
yes
i}o-
Waiver Attached:
yes
no
(Scale: Kj I k )
A building permit may be required by:
Notes/ Special Conditions
�� ) co (DL(
1,��"l!i
Agent or Applicant Printed Name
Signature Please read compliance statement onF back of permit
Application Fee(s) Check#
See note on back regarding River Basin rules:
Permit Officer's Signature
Issuing Date d EXpiratio Date
Local Planning jurisdiction I Rover File Name

K T 3
It
Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action, and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar- Pamlico River Basin Buffer Rules Other:
Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / I -888-4RCOAST
Fax:[phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
www.nccoastaimanagement.net
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 10/05/01

TOWN OF SWANSBORO
502 CHURCH STREET
SWANSBORO, N.C. 28584
[phone]
****PAY 1 HUNDRED DOLLARS AND NO CENTS****
F
PAY
TO THE NCDENR-DCM
ORDER 151-B HWY 24
OF HESTRON PLAZA II
MOREHEAD CITY, NC 28557
non L pr- ?CII■ a•fl C1 tnn 7nn.■-i i rr ,
FIRST CITIZENS BANK & TRUST COMPANY
SWANSBORO, NC 28584
NO. 012676
3/9/04 12676 $100.00
- "- - - -v— �J-- J Y IN JU C r C T 311
66-030'
531
(VOID AFTER 60 DAYS)
THIS DISBURSEMENT HAS BEEN APPROVED AS REQUIRED BY
THE LOCI�i. G�NMENT BUDGET AND FISgAL CONTRjL ACT.
S

■ Complete iterlps 1, 2, and 3. Also complete
I, item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece;.,
or on the front if space permits. - j
1 1. Article Addressed to:
(�( C t�
0
i
2. Ai
PS IF
14%
REC
A. S nature
Et
X -
E.
B. Receiv ( a—ATV Date of Delivery
D. Is delivgry address different from ' em 1? ❑ Yes
If YES, enter Olky adore w: ❑ No
IVC OEpT. OF REVENUE
Service Type
El Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
] Insured Mail ❑ C.O.D.
APR 1 C 2UU4
Delivery? (Extra Fee)
GREEN ENGINEEWNG, P.L.L,C.
❑ Yes
102595-01-M-2508+

UNITED STATES POSTAL SERVICE '��p�4 fit. T'' ) first -Class Mart
�M Postage & Fees Paid
t
USPS?
Permit No. G-10
Sender: Please print your name, address, and ZIP+4 in this box •
I -
Cly ql
Pb 6D,-- L -'O
Q Nc
-,�,.,�
`"" `�` 7001 1940 0000 8303 0158

■ Complete itegis 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
( 1. Article Addressed to:
Yc-
i 2. Article Number
(Transfer from service label)
s PS Form J611, August 2001
A.
Signator j �
❑ Agent
X C L G ❑ Addressee
�-'Aeceived by ( Printed Name) C. ate of Delive
VY'
D. D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
Service Type
0 Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
7001 1940 0000 8303 0141
Domestic Return Receipt
102595-01-M-25%

UNITED STATES POSTAL SERVICE First -Class �.if
Postage & Fees Paid
USPS I
Permit No. G-10
Sender: Please print your name, address, and ZIP+4 in this box
Ivc

---
•COMPLETE•
--
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
❑/gent
ddressee
C. Date of Delivery
Is delivery address different from item 1? 0 Yes
If YES, enter delivery address below: No
Marg 17 42004
3,, Service Type
Certified Mail
Cl Express Mail
0 Registered
0 Return Receipt for Merchandise
0 Insured Mail
0 C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
2. Article Number
!_ (Transfer from service label) 7001 1940 0000 8 3 03 0394
PS Form 3811, August 2001 Domestic Return Receipt
102595-01 -M-25091

UNITED STATES POSTAL SERVICE First -Class Mail
Postage & Fees Paid
USPS,
Permit No. G-10
0 Sender: Please print your name, address, and ZIP+4 in this box 0
C11() kJ-)ING10i\v c, c—
�.
RECEIVr­
MAR I 'Y 20V4
I i �

■ Complete items 1, 2, and 3. Also complete
S item 4 if Restricted Delivery is desired.
1 ■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
O1lIJC 6"-g- /'T /DC,7/ w
41 U J
eh04 )q1d
A. Signature
u Agent
Addressee
B. Received by (Pr� C. Date of Delivery
D. Is dE different addt from Yes
If YE delive address below. No
it IIAPR 2 1�R�
,
'Cl Ce 'ed ❑ Express
❑ Regist // ecei or Merchandise
11 Insured$c.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label)
t PS Form 3811, August 2001 Domestic Return Receipt 102595-01-M-2509

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box6milx_ •
4,,�7­'i
,tDNC 3
Lo' do -A_ LI -4
! S �!} �} 4} C11 -
I } i} } f I
�.'� I?E }}.. . }??I}?!!i?I??lif!'.y'•`i!e�liE�

March 10, 2004
North Carolina Department of Environment
MAR 1 LGG4
and Natural Resource
Division of Coastal Management
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, North Carolina 28557
Attention: Ms. Tere Barrett
Coastal Management Field Representative
SUBJECT: Application for General Permit
Wastewater Treatment Plant Improvements
Town of Swansboro, North Carolina
PN: E97-472.2
Dear Ms. Barrett:
On behalf of the Town of Swansboro, North Carolina, please accept this letter as
application for a CAMA general permit for the above referenced project. This project will
include approximately 34,454 LF 12" Dia. reclaimed water main extension, a proposed
reclaimed water disposal sprayfield site, as well as improvements to the existing Town of
Swansboro WWTP. Please note a portion of this project was already permitted under General
Permit No. 36716-C. This portion included the 12" Dia. reclaimed water main from the WWTP
to just north of Halls Creek along Hammocks Beach Road (SR 1511), see attached.
Please find each of the following items enclosed for your review:
• One (1) copy of Proposed Wastewater Treatment And Disposal System map
showing the location of all wastewater improvements to be performed.
One (1) copy of notification letter sent to adjacent property owners of this
project. (Green Card will be submitted upon receipt)
In addition, please find attached check in the amount of $100.00 to cover the application
fee.
If you should have any questions or require additional information, please do not hesitate
to call.
Respectfully,
W. andon Younce, E.I.
Enclosures: As Stated.
cc: David R. Walker — Interim Manager, Town of Swansboro, N.C.
GREEN ENGINEERING, PLLC
V:\WO97\E97472.2\terebmettCAMA-ltr(3-1"j.d&, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT 03/10/04 10:58 AM
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] WWW.GREENENGINEERING.COM

MR
•
APR 2 2 2004
April 21, 2004
North Carolina Department of Environment
and Natural Resources
Division of Coastal Management
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, North Carolina 28557
Attention: Ms. Tere Barrett
Coastal Management Field Representative
SUBJECT: Green Card Receipt Notification
Wastewater Treatment Plant Improvements
Town of Swansboro, North Carolina
PN: E97-472.2
Dear Ms. Barrett:
Please find attached "Green Card" receipts for additional riparian property owner
notifications sent out regarding the above subject project. I have also enclosed a copy of Sheet
10 of 19 and Sheet 14 of 19, per your request, detailing the culvert crossings at blue -line streams
along N.C. Highway 24.
Additional green card receipts will be forwarded to you upon receipt by our office. If
you should have any questions or require additional information, please do not hesitate to call.
Respectfully,
W. Landon Younce, E.I.
Enclosures: As stated.
cc: Mr. Larry Faison — Manager, Town of Swansboro, N.C.
GREEN ENGINEERING, PLLC
V:\W097\F9?472.2\terebarrettltr(4-21-04).doUVATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT 04/21104 1:53 PM
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL 2 5 2 . 2 3 7 . 5 3 6 5 FAX [phone] WWW.GREENENGINEERING.COM

Up -
Z
46
lz RECLAIMED
WATER MAIN
771t
14
A 0, --e 24
1MA1?
'e -
A
*w"
12*0 RECLAIMED
WATER MAIN
V
SBORO
A
LLL
ZX,
C*:IEEN EllIN MFVNQ DATE- MARCH 2004 PROPOSED WASTEWATER
WA7M WMTEWATM MWEYM KMOA PMM= MANAGEMDU SCALE TOWN OF SWANSBORO TREATMENT AND DISPOSAL
= PL GMENEKNIG Ur. MCL MX OW V"W tWl vaoo
2V -40M F*X (2W 2-0-74M SYSTEM
r_G00U SYSTEM
ONBL.OW COUNW NOM CAFCLXA

3 I
0
W
0
U
Z
W
U
WASTEWATER TREATMENT PLANT IMPROVEMENTS
TOWN OF SWANSBORO
ONSLOW COUNTY, NORTH CAROLINA
OCTOBER 2003
PROJECT FINANCING
HIGH UNIT GRANT COST PROJECT No. E-SRG-T-00-0105
NORTH CAROLINA RURAL ECONOMIC DEVELOPMENT CENTER
NORTH CAROLINA CLEAN WATER MANAGEMENT TRUST FUND
[+P 2 w 2004
CONTRACT 3 - RECLAIMED WATER MAIN EXTENSION
MAYOR:
Paul Edgerton
MANAGER:
Edward L. Faison
PUBLIC UTILITIES SUPERINTENDENT:
Don Redfearn
COMMISSIONERS:
James G. Allen
Elbert Benton
David L. Russell
Phil Keagy
GREEN ENGINEERING
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893
TEL [phone] FAX [phone] OFFICE GREENENG.COM
1 kINTED
MAR 2 9 2004
Green Engineering, P.L L.C_
LOC.- TI - N_ MAP
SCALE 1 " 4,000'
INDEX:
1-3 HAMMOCKS BEACH ROAD (SR 151 1)
4-7 CORBETT AVENUE (NC HIGHWAY 24)
8-17 FREEDOM WAY (NC HIGHWAY 24)
18 HUBERT BOULEVARD (SR 1744)
19 SPRAYFIELD ACCESS ROAD

NOTE: FOR CONSTRUCTION NOTES, SYMBOL AND LINE LEGEND SEE DETAILS. G PEccY R TAYLOR WINTERED J NORWtY TOYNR N sr
100 YEAR FLOOD ELEVATION = 10.00' MSL \ D.B. ]Ifi Pq, 594 DB. 616 Pq. 651 EVA PAUUNE JONES PATSY l KENNEDY
1 7 0 TZ ID. ,T12 -I5 TAX 10: 1]12-21 0.6 56B Pg. 492 o le6e Pg.
le]
TAX RECORD N0: 26370 iAX RECORD N0. 16169 lAX ID: 1]12-16 TAX R1 131-16.2
TAX RECORD NO: 13413 TAX RECORD NO: 6509
/ Z � 1
ACNES RHUE BURTON A
NO REEERCNCE \
lAX 10: NO12
TAX RC.,..DD N0:: 3196 � T� 11-1E Hs k
-f .L
PATSY 4 XCNNEDY LINDA EIJOHN R OOELNICXI
0.6. D: 16661312-22Py. teJ De. 1393 v 391
r TAX I 1
TAX RECORD NO: 12453 TA%TAXRX 0 3r 2 23
0016
0) II
� II
p- . .------------------------ - - - - - -IL---- -- .-
------------------------------ - - - - -- --p
w26' ASHPALT EAST BOUND Up
NE
= op - ---- _ _ _
_ o
l9lLn`Y 80 LF 24"0 STEEL CASING w 2 cn + Ell
Z AIR RELEASE MH #16 _ W/ 12"0 DI CARRIER PIPE "W CN
RECLAIMED WATER TYPE ------ -- - II ; �' w o
L A + (DRY BORE & JACK) - ��-`- _-- _ 80 LF 24"0 STEEL CASING Z o------ -- ---------------------
----------------- PIP 30 ASHPALT WEST BOUND LANE_ - _ L95'+00 _ _ _ _ _ _ _ DRY BORE & JACK)
Q- --__ -- _ ------- 120 erw _moi ^erw-- - — _ _ �W =_- - �He+ E7ti �� — —erw— arw— - -_ nmw— — —erw— arW - l ( ~
--9ow— — ow — —erw— — - ,erw----.S-w=-�L 2COfOD----------- N
eiw=�= - - - io Bow— w4,4 Q
1
BLN1 ST R C3N
CLAIMED WF,TER \ ' 1
AUOREY STANLEY / JOHN H. t SADIE rE7T5 JOnD,B„ 252 Pg
55 E7T5 JOHN Bn.3k25ADIE453TT5 \ 1 A
D.B. 450 Pq. 797 / ' OFF EDGE MAINTAIN 10' MIN. SEPARATION LL b LI
TAX ID: 1312-111 / O.B. 256 Pq, 119 TAX ID: IJI2-106 TAX ID: 1312-107
TAX RECORD NO: 25376 / TAX IO' 1]12-110 TAX RECORD NO: 17574 TAX RECORD NO: 1757] MILDRED XINEL DORRIS
/ TAX RECORD N0: 17570T (TYPICAL) D.e. ,AX I P9. e51 BETWEEN 12"0 RECLAIMED WATER REBA HOWELL
L 1
/ D e s9e P9. 693
UM COVER � TAR RECORD N0: 6;1e TAX 0: 1312-102
�k MAIN AND EXISTING WATER MAIN rAX REcam No: 11936 fio R�
' r
Li
o1*_ 1 r
G��p w O
FREEDOM WAY (NC HIGHWAY 24)
45
...... . ...
40 40
... ....... - ...... - 80 LF 24"0 STEEL CASING
80 LF 24"0 STEEL CASING --_.._.-._ W/ 12"0 DI CARRIER PIPE-
- -35 -- - .__ _._ ._.-- _ _._. _._ _.._. --- - .... - W/ 12"0 DI CARRIER PIPE_ ._...__ (DRY BORE & JACK) - -
-- -- _ (DRY BORE & JACK)_-
- --.E' 'LIN& cltnu - - - - -
30 _
I -- 12" P R WINED ER MA N
• I _
25 25 -
M- Q - W I�
20 o I� -
Ilk
O_.__ _ _ -..._ _ _ ___ ___
Lao LAJ
15 + 15
10 LJ
--- 10 _
187+00 - - -
`,NEE E3EnE37�7�' 5
N CARS/ -
- - - - - -- -
SEAL 188+00 189+00 190+00 191+00 192+00 193+00 194+0G 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00
z 4485 =
1REVISION DATE BY DATE OCTOHER70C3
GREEN ENGINEERING WASTEWATER TREATMENT PLANT IMPROVEMENTS
NI'utNR CDuuFNTS 3 -S -D4 wLv SCALE PROJEcr N• srws�a2-ale
WATER, WASTEWATER, SL VEYM PLANNING. PROJECT MANAGEMENT CONSTRUCTION E9 r 647,65 .66e,7S7
N(CI AIMED WATER MOVED 9-15-03 WLY HORIZ 1••100' Ei1DElE: 6476rOrC
# ti•-.,,Fo aR�� 303 N OOL L38BORO EIT. P.O. BOX 609 WILSON, N.0 27893 TOWN OF S WA N S B O R O VERT , .,a ASIA r LE
I6 �� TEL [phone] FAX [phone] OFFICE •aREENENCLCOM PLAN PLOT DATE rAAa s, 200. .E
�� rrrrureN �� ONSLOW <:OIINIY NORTH CAROLINA S14EIN010
E4 1J 45-A-005

FOR CONSTRUCTION NOTES, SYMBOL AND LINE LEGEND SEE DETAILS.
100 YEAR FLOOD ELEVATION = 10.00' MSL - � --J
�c
oz
_ z
D _ LEON HOWELL Sr, ICON N33,92STANLEY Jr.
N Q • ANNE STANLEY 15 D.B. D: Pp 711
D m m ~�- AX ID.483P2-63.3 TME ID: 1312-121 NANCY S. k hAl{♦ 5 V
c m ISSAC k LOUISC NUNERY TAX RECORD NO: 56692 TAX RECORD N0: 15101
D.B. x : P 560
TE RRANCC G. VRWS TCo 147 G MWS
I D z "� TAX ID: 1312-1x O.B. 701 Pq 516 DB 167 Pq. H9
TAX RECORD N0: 19369 �� TAX iD. 1112-120 TAX 10 1112 -alt
m TAX RECORD NO 22391 TAX RECORD NO'. 56691
A m 4
my
m�
< 1
i 1
\ D
1 -----------------------------------------
______------- -------
O ------- + ' ------ —---------- NC7
WQ ` 33' ASMPALT EAST BOUND UNE D F
-------- -- --- __.
+ ---- __--------- N
13 w \,'` _ 50 LF 24"0 STEEL CASING -- N N 1 5
z N \\, W/ 12"0 DI CARRIER PIPE In + _
-�Q----------_----------- (DRY BORE & JAI;K) N ------------- - --
am
- - _ _ `\,p� 2 ASNPALT WEST BOUND LANE
QBow-- --- ------ _ __ ___ __ 3 --- - - - - --- ------
_ _ 2a:)-4-Ou - - - --
----- --
121RW �- B9W— ____ — t31W-- � ,�W � - - - - � • - - - ... - - 121RW 121RW t 21Rw CJT
�y�� BIW—B9W-
- e!1s— — — B/w— — — bow — 9oW— — — bow — — 86w— — — Bow — 8126— — --- EIW— 126gM
—�� 121RW I29RW 9RW 129 121RW
129RW
?57�
2"� GATE VALVE MAINTAIN 10' MIN. SEPARATION
Ll
VAUJAY A HOUGH III STA 254+00.00 BETWEEN 12"0 RECLAIMED WATER
k OTHERS i 12"0 RECLAIMED WATER
D.e. 121e Pp. 6x9 , ,� / MAIN AND EXISTING WATER MAIN
rAXTlAtconD13r'a2: ie16e r ��� // I I MAIN 15' OFF EDGE c f�ZN
OF PAV'T (TYPICAL)
3' MINIMUM COVER OB 59130 629
JOYCE YOUNG BELL LYNN E. BELL TAX O. 1106-!2
_NG\C NO REFERENCE DB 367 39 Ax RECORD No 1e415
TAX ID: 1306-60 IAX ID: 1306-39
LYNN BELL PHELPS TAX RECORD NO: 1596 IAx RECORD N0: 1613
NO REFERENCE
TAX ID: 1112-61
FREEDOM WAY (N" HIGHWAY 24) TAX RECORD NO 1592
35
35_
- - 30--
- -- 50 LF 24"0 STEEL:ASING = _ _-
-...._ ... . ...-
W/ 12"0 DI CARRIE , PIPE
- 25
(DRY BORE & JACK) - - -
25
;��t --
--
- AIH _
.r0 VC RE LAI _ - - -- -- 0 -
20
_.
15 77 15
_ - -- - — 0 -
_.....10
1 -
J.. ...... .. _.._.
O --
Q O _
- Q +
247+00 - C7 _ Tf
x
t
} %I. = 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+OAT 262+00
REVISION DATE BY GATE OCTOBER x003
GREEN ENGINEERING WASTEWATER TREATMENT PLANT IMPROVEMENTS
' CONSTRUCTION T' SSE PROJECT fN SWANi,O2-D12
;R 61/115 [MR 161
',,�'r �•µV P��1 r WATER, WASTEWATER, BURVEYN4 PL-ANNINQ PROJECT MANAQEMEgr .,� NII IAIMI II wAIIN u1 WIn a 1�, al wIt N1 Ruf 1'•1 LOT O712RY {MY
Al N INI
VkNI 1'•111_—_ PLOT Wll NN1CH 5, 2Ow H
PLAN IW -A-005
_ TOWN OF �WANSBORO �a a5 -A-005
"I"d /ui `e4° TEL (252.) 237- N, CAOLDIBBORO � 2) 243-7489 ol�ce•0WEW=NaC0M NORTH CAROLINA sNEETNo. or i9
ONSLOW COUNTY �_
moor

CERTIFIED MAIL
RETURN RECEIPT REQUESTED MAY 0 7 2004
April 1, 2004
William A. Hough, III
410 North Avalon Road
Winston Salem, North Carolina 27104
Dear Mr. Hough,
This correspondence is to hereby notify you, as an adjacent riparian landowner, that the Town of
Swansboro plans to construct wastewater treatment plant improvements on property adjacent to you in
Onslow County. A location map for the project is attached.
Should you have no objections to the proposed construction, please check the appropriate statement
below, sign, date and return as soon as possible to:
David R. Walker, Town Manager
Town of Swansboro
502 Church Street
Swansboro, NC 28584
A self addressed stamped envelope is enclosed for your convenience.
Should you have objections to this proposal please send your written comments to Ms. Tere Barrett,
NCDENR - Division of Coastal Management, Morehead City District, 151-B Hwy. 24, Hestron Plaza II,
Morehead City, NC 28557. Written comments must be received by the Division of Coastal
Management within 10 days of receipt of this notice.
No response within 10 days of receipt of the correspondence will be interpreted as no objection.
Respectfully,
W. Landon Younce, E. I.
I have no objection to the proposed project as described in this correspondence.
I have objections to the project and intend to send comments to the Division of Coastal Management.
Enclosure: Location Map for the project.

United States Department of the
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636.3726
March 29, 2005
Mr. Brad Shaver
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890
� I
Interi r
r
J
APR 0 2005
Morehead City I)CM
Subject: Action ID #200401197, Town of Swansboro, Reclaimed Water Sprayfield, Onslow County, NC
Dear Mr. Shaver:
This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the information
provided to this office by letter dated February 23, 2005, from Green Engineering on the subject PN,
dated December 20, 2004. The information addresses the preliminary site selection process for the
reclaimed water irrigation sprayfield proposed by the Town of Swansboro. The information is in
response to Service comments to you, dated January 25, 2005, on the proposed work. These comments as
well as our earlier letter are submitted in accordance with the Fish and Wildlife Coordination Act
(FWCA) (48 Stat. 401, as amended; 16 U.S.C. 661-667d). Comments related to the FWCA are to be used
in your determination of compliance with 404(b)(1) guidelines (40 CFR 230) and in your public interest
review (33 CFR 320.4) in relation to the protection of fish and wildlife resources.
The Town of Swansboro applied for a Department of the Army (DA) permit to impact 1.01 acres of
jurisdictional wetlands and 1.65 acres of isolated, non jurisdictional wetlands to construct water
sprayfield for treated effluent. The proposed site is located off Parkertown Road and contains a portion of
Pasture Branch which is tributary to Queen Creek. The proposed work would impact headwater wetlands
of Pasture Branch. The wetland impacts are associated with the construction of a 10 -acre water holding
pond. Sprinklers and the pumping station would be constructed in non -wetlands.
The Service expressed concern that a reclaimed water holding pond is not a water -dependent structure.
Such a diked, holding pond could be constructed in uplands. Your letter of December 17, 2004, informed
the applicant that permits for work within wetlands or other aquatic sites are available only if the
proposed work is the least environmentally damaging, practicable alternative. You requested information
regarding any other alternatives, including upland alternatives, for the proposed disposal site and
sprayfield. The Service supported your efforts to ensure the consideration of upland sites for this work.
In regard to the avoidance and minimization of wetland impacts, the Service considered two aspects of
the project. These aspects are: (1) the selection of the site; and, (2) the placement of facilities within the
selected site. The letter from Green Engineering addresses the first aspect. Our review of this
information indicates that the Parkertown Road Site, the third of three sites considered and the one
preferred by the applicant, appears to be the least environmental damaging location. We support the
efforts to locate the snrayfield as far as possible from surface waters which flow into Queen Creek.
M �" M�
-1

A+
2
Regarding the placement of facilities within the 218 -acre site, the Service is pleased that encroachment on
the surface waterways appears to have been minimized. Similarly, the placement of the sprayfields
appears to have avoided wetlands. The impacts to wetlands, both jurisdictional and isolated, are
associated with the 10 -acre water holding pond. A reduction in the size of the storage pond and/or
changes in the shape of the dike could reduce wetland impacts. However, the Service does not have the
engineering expertise or knowledge of any design constraints necessary to made specific
recommendations on the size, shape, or location of the holding pond.
The Service continues to recommend that compensatory wetland mitigation should consist of in-kind
restoration in the immediate vicinity of the unavoidable wetland losses. Compensation by payment to the
North Carolina Ecosystem Enhancement Program (NCEEP) does not allow an evaluation of the type or
location of the mitigation wetlands. The Service continues to encourage the applicant to look for
restoration or enhancement opportunities along Queen Creek or some of the tributaries to this creek.
After adequate restoration or enhancement, preservation could be considered as part of the overall
mitigation effort.
Based on the information provided by Green Engineering, we find that the applicant has demonstrated
that alternative sites were evaluated and that the Parkertown Road Site, selected by the applicant, is the
least damaging site. Regarding the placement of facilities within this site, project plans indicate
avoidance and minimization in the siting of the sprayfield zones and pumping station. Based on this
information and a presumed desire to reduce the cost of compensatory mitigation, we have no reason to
conclude that the size or design of the water holding pond could be changed to reduce wetland impacts.
Therefore, we would concur that the wetland impacts specified in the PN are unavoidable.
The Service appreciates the opportunity to comment on this permit application. If you have questions
regarding these comments, please contact Howard Hall at 919-856-4520, ext. 27 or by e-mail at <
[e-mail] >.
4PeteB
in
Ecological Services Supervisor
cc: Ronald Mikulak US EPA, Atlanta, GA
Bennett Wynne, NCWRC, Kinston, NC
John Dorney, NC Division of Water Quality, Raleigh, NC
Ted Tyndall, NC Division of Coastal Management, Morehead City, NC

ku -
September 28, 2004 ECEIV6
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27604-6893
Attention: Mr. John Dorney
SUBJECT: Additional Information Requested
Wastewater Treatment Plant Improvements
Town of Swansboro, North Carolina
DWQ No. 04-0385
PN: E97-472.2
Dear Mr. Dorney:
OCT 0-8 2004
DIV. OF COASTAL MMAGEWX
SIGH
p@P=DW14 P
OCT 0 5 2004
TT m
Morehead City DCM
On behalf of the Town of Swansboro, we offer the following responses to comments
received from your office on April 4, 2004:
Comment No. 1: According to Mr. Ken Pohlig of DWQ's Construction Grants and
Loans Section, the Town will be required to grade and install a
liner in the footprint of the storage lagoon. Therefore this activity
will result in a discharge of fill material to the isolated wetlands
PAYMENT within the footprint of the lagoon and an isolated wetland permit
will be required for this fill. Since the total impact for the lagoon
RECEIVED exceeds one acre, compensatory mitigation at a 2:1 ratio will be
required in this permit. Please provide a mitigation plan that meets
the requirements of 15A NCAC 21-1.1305(g). In addition, DWQ
will need to prepare a Public Notice for this project once the
mitigation and monitoring plans (see below) are prepared.
Response No. 1: The appropriate wetlands permits have been filed with NCDENR-
DWQ and the USA COE. The Town of Swansboro intends to buy
into the Ecosystem Enhancement Program (EEP) in lieu of
providing a mitigation plan. A request allowing the Town of
Swansboro to buy into the EEP has been made by the Town.
C)AW097\E97472.2\j0hn domey ommeit response ltr 9-28-04.doc
Ie - 4f,,,
09/28/04 3:57 PM
GREEN ENGINEERING, PLLC
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL 2 5 2 . 2 3 7 . 5 3 6 5 FAX [phone] WWW.GREENENGINEERING.COM

Mr. John Dorney
Page Two (2)
September 28, 2004
Comment No. 2: As discussed with Mr. Green, discharge of treated wastewater into
a portion of the remaining isolated wetlands on the site is exempt
from the isolated wetland rules. However as discussed, we may
recommend that monitoring be included in DWQ's non -discharge
permit for these areas in order to be sure that wetland impacts are
minimal. I believe that a site visit will be needed to determine the
need for monitoring and am in the process of scheduling a site visit
with Kim Colson (Non -Discharge Unit), Ken Pohlig (Construction
Grants and Loans Section), Ed Schwartzman of the Wetlands Unit
and Noelle Lutheran (DWQ's Wilmington Regional Office) as
well as yourself. Once we have a tentative date for the meeting, I
will call you to confirm.
Response No. 2: A visit to the site has been made to view the subject isolated
wetlands and there will be some minor irrigation discharges into
isolated wetlands as the rule allows.
Comment No. 3: According to Mr. Colson, the location of spray fields near wetlands
may require additional setbacks or a variance from the setback
rules. Please call Mr. Colson at 919-733-5083, ext. 540 to clarify
and discuss this issue.
Response No. 3: In accordance with NC Administrative Code Section ISA NCAC
02H 0.0219 (k)(1)(c)0)(IV) the following have been maintained. -
0 100 foot buffer from edge of spray influence to surface
waters classified SA.
• 2.5 foot buffer from edge of spray influence and non -SA
classified waters and wetlands.
Also, in accordance with NC Administrative Code Section 15A
NCAC 02H 0.1301(e)(3) the following is exempt from the rule:
Discharges of treated effluent into isolated wetlands and isolated
classified surface waters resulting from activities which receive
NPDES Permits.
Please find enclosed check in the amount of $275.00 to cover the additional
application/processing fees.
O:\W097\E97472.2\jofmdomeycommentresponseltr9-28-04.doc 09/28/04 3:57 PM

Mr. Sohn Dorney
Page Three (3)
September 28, 2004
I trust this information will assist you in completing your review and approval of this
project. However, if you should have any further questions or require additional items, please
call.
Respectfully,
E. Leo Green, HI, P.E.
ELG,III/pbg
cc: Mr. Larry Faison — Town of Swansboro
0:\WO97\E97472.2\john domey comment response ltr 9-29-04.doc 09/28/04 3:57 PM

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
WETLANDS 1401 GROUP
1. Check all of the approval(s) requested for this project:
® Section 404 Permit SEP 0 9 2004
❑ Section 10 Permit
® 401 Water Quality Certification WATER WALITY SECTION
❑ Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: General Permit #198200277
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ❑
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII — Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Swansboro
Mailing Address: 502 Church Street
Swansboro, North Carolina
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tnmgr(a)ci.swansboro.nc.us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: W. Landon Younce, P.E.
Company Affiliation: Green Engineering P.L.L.C.
Mailing Address: 303 N. Goldsboro Street
P.O. Box 609
Wilson, North Carolina 27893
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: 1. oy unce reeneng.com
V:\W097\E97472.2\E97472.2-Precon Not. App (Pond).doc Page 3 of 12 8/26/2004 10:31 AM

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17 -inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Wastewater Treatment Plant Improvements — Town of Swansboro
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Onslow Nearest Town: Swansboro
Subdivision name (include phase/lot number): N/A — Vicinityof SR 1511 and SR 1744
Directions to site (include road numbers, landmarks, etc.):
Approximately 0 70 miles north of the intersection of SR 1744 and NC Highway 24
just to the west of the Town of Swansboro N.C.
5. Site coordinates, if available (UTM or Lat/Long):Latitude 34°43'44 Longitude 77° 12'32"
(Note — If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Existingforested wetlands and isolated wetlands on site.
7. Property size (acres): 218 Acres
8. Nearest body of water (stream/river/sound/ocean/lake):Pasture Branch and White Oak River
9. River Basin: White Oak River Basin
(Note — this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
V:\WO97\E97472.2\E97472.2-Precon Not. App (Pond).doc Page 4 of 12 8/26/2004 10:31 AM

10. Describe the purpose of the proposed work: To construct a new Reclaimed Water Irrigation
Storage Pond for use by the Town of Swansboro WWTP as a portion of the overall
Wastewater Treatment Plant Improvements project No. E-SRG-T-00-0105.
11. List the type of equipment to be used to construct the project: Proposed irrigation storage
pond will be constructed by excavator and backhoe equipment.
12. Describe the land use in the vicinity of this project: Existing. forested wetlands and nearby
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A U.S. Army Corps of Engineers determination was previously made on this site by Mickey
Sugg on July 12 1999 A wetlands boundary map dated February 12 2002 is attached.
Please find a copy of this determination attached with the application package.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
V:\W097\E97472.2\E97472.2-Precon Not. App (Pond).doc Page 5 of 12 8/26/2004 10:31 AM

1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact*
Area of
Impact
(acres)
Located within
100 -year Floodplain**
es/no)
Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1
Fill
0.42
No
450
Forested
2
Fill
0.59
No
500
Forested
• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/dramage, etc. For dams, separately list impacts due to both structure and flooding.
:* 100 -Year floodplain are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FMM), or FEMA -approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htty/kw�NAN,.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: ±53.0 Acres
Total area of wetland impact proposed: 1.01 Acres
2. Stream Impacts, including all intermittent and perennial streams N/A
Stream Impact
Site Number
(indicate on ma)
Type of Impact*
Length of
Impact
(linear feet)
Stream Name**
Average Width
of Stream
Before ct
Perennial or
Intermittent?
lease )
N/A
List each impact separately and tdenuty temporary impacts. Impacts include, but are not limited to: culverts and associated rip -rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain):
stabilization activities (cement wall, rip -rap, crib wall, gabions, etc.), excavation, ditching/staightcning, etc. If stream relocation is
proposed, plan and profiles showing the linear footprint for both the original and relocated streams must be included.
•' Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
usgs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
ww"'.tnapquest.cont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
vAwo9 E9ra rt.M9 472.z-e,xo„ Not App (Pond).doc Page 6 of 12 9nr2004 11:08 AM

Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number
(indicate on ma)
Type of Impact*
Area of
Impact
(acres)
Name of Wate)
( applicable)
pp
Type of Waterbody
(lake pond, estuary, sound,
bay, ocean, etc.)
N/A
• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ❑ uplands ❑ stream ® wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw -down valve or spillway, etc.): dam/embankment, excavation andfilling of outer limits
of existing wetlands.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):reclaimed water irrigation storage pond.
Size of watershed draining to pond: N/A Expected pond surface area: 10.0 AC
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower -impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
No intermediate or verennial streams will be impacted by the construction of this vroiect. The
pond is designed with a combination of minimal disturbance to wetlands, economical layQut and
operation efficiency in mind The pond surface area is dependent on storage required and
elevation of invert as required by the groundwater table for design. Wetland impacts have been
limited to two (2) distinct areas, one on the north dike and one on the south side dike of the pond
v:\wo9T897172.2\E97472.2-Precon Noc App (Pord).dm Page 7 of 12 9MM4 11:08 AM

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE — In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strm,gide.htm].
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreagellinear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Payment into the Wetlands Restoration Program Fund is proposed
VAWO9TE97472.TE97472.2-Pi=m Not App (Pond�.dm Page 8 of 12 9x7/2004 11:08 AM

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hupJ/ 12o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
N/A
Amount of buffer mitigation requested (square feet):
N/A
Amount of Riparian wetland mitigation requested (acres):
1.01 Acres
Amount of Non -riparian wetland mitigation requested (acres):
N/A
Amount of Coastal wetland mitigation requested (acres):
N/A (Forested
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ❑
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ❑ No ❑
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ❑ No ❑
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar -Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ❑ No ® If you answered "yes", provide the following information:
v:M097�E97472ME97472.2-Pmm xac App 0r�.doc Page 9 of 12 9rlr1004 11:08 AM

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone*
Impact
(square feet)
Multiplier
Required
Mitigation
1
N/A
3
2
N/A
1.5
Total
N/A
* Zone 1 extends out 30 teet perpendicular from near bank of channel; Zone L extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Aside from the addition of impervious area created by the reclaimed water storage lagoon, this
project will essentially net no significant increase in impervious area on site. The area
added by proposed driveway and irrigationpump station facilities is included in a Stormwater
Permit Application (submitted to the Wilmington Regional Oce — WIRO) for this project.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project proposes the utilization of a reclaimed water irrigation and disposal system.
No sewage disposal is presented by this project application
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ❑ No
Is this an after -the -fact permit application?
Yes ❑ No
V:\WO97\E97472.2\E97472.2-Precon Not. App (Pond).doc Page 10 of 12 8/26/2004 10:31 AM

XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw -down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
A previous Nationwide 12 permit application was submitted for reclaimed water irrigation
mains proposed by this project The review of that permit hinges on approval of this current
subject application.
Larry Faison - Manager, Town of Swansboro, North Carolina
: a 1 'n, Lk
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office
Alexander
Cherokee
Iredell
Mitchell
US Army Corps of Engineers
Avery
Clay
Jackson
Polk
151 Patton Avenue
Buncombe
Cleveland
Lincoln
Rowan
Room 208
Burke
Gaston
Macon
Rutherford
Asheville, NC 28801-5006
Cabarrus
Graham
Madison
Stanley
Telephone: [phone]
Caldwell
Haywood
McDowell
Swain
Fax: [phone]
Catawba
Henderson
Mecklenburg
Transylvania
Raleigh Regulatory Field Office
Alamance
Durham
Johnston
Rockingham
US Army Corps Of Engineers
Alleghany
Edgecombe
Lee
Stokes
6508 Falls of the Neuse Road
Ashe
Franklin
Nash
Surry
Suite 120
Caswell
Forsyth
Northampton
Vance
Raleigh, NC 27615
Chatham
Granville
Orange
Wake
Telephone: [phone]
Davidson
Guilford
Person
Warren
Fax: [phone]
Davie
Halifax
Randolph
Wilkes
Washington Regulatory Field Office
Beaufort
Currituck
Jones
US Army Corps Of Engineers
Bertie
Dare
Lenoir
Post Office Box 1000
Camden
Gates
Martin
Washington, NC 27889-1000
Carteret*
Green
Pamlico
Telephone: [phone]
Chowan
Hertford
Pasquotank
Fax: [phone]
Craven
Hyde
Perquimans
Wilmington Regulatory Field Office
Anson
Duplin
Onslow
US Army Corps Of Engineers
Bladen
Harnett
Pender
Post Office Box 1890
Brunswick
Hoke
Richmond
Wilmington, NC 28402-1890
Carteret
Montgomery
Robeson
Telephone: [phone]
Columbus
Moore
Sampson
Fax: [phone]
Cumberland
New Hanover
Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
V:\W097\E97472.2\E97472.2-Precon Not. App (Pond).doc Page 11 of 12 8/26/2004 10:31 AM

US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service
US Fish and Wildlife Service
National Marine Fisheries Service
Raleigh Field Office
Asheville Field Office
Habitat Conservation Division
Post Office Box 33726
160 Zillicoa Street
Pivers Island
Raleigh, NC 27636-3726
Asheville, NC 28801
Beaufort, NC 28516
Telephone: [phone]
Telephone: [phone]
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management
Beaufort
Chowan
Hertford
Pasquotank
1638 Mail Service Center
Bertie
Craven
Hyde
Pender
Raleigh, NC 27699-1638
Brunswick
Currituck
New Hanover
Perquimans
Telephone: [phone]
Camden
Dare
Onslow
Tyrrell
Fax: [phone]
Carteret
Gates
Pamlico
Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
Alleghany
Caldwell
Watauga
3855 Idlewild Road
Ashe
Mitchell
Wilkes
Kernersville, NC 27284-9180
Avery
Stokes
Telephone: [phone]
Burke
Surry
Mountain Region Coordinator
Buncombe
Henderson
Polk
20830 Great Smoky Mtn. Expressway
Cherokee
Jackson
Rutherford
Waynesville, NC 28786
Clay
Macon
Swain
Telephone: [phone]
Graham
Madison
Transylvania
Fax: [phone]
Haywood
McDowell
Yancey
V:\W097\E97472.2\E97472.2-Precon Not. App (Pond).doc Page 12 of 12 8/26/2004 10:31 AM

PROJECT NARRATIVE
WASTEWATER TREATMENT PLANT IMPROVEMENTS
TOWN OF SWANSBORO, NORTH CAROLINA
PN: E97-472.2
Proiect Description
The Town of Swansboro is planning improvements to the existing wastewater treatment
plant just off of Old Hammocks Road (SR 1512). The purpose of this project is to
provide an alternative disposal site for treated effluent from the existing discharge into
Foster's Creek as well as upgrading plant capacity. The scope of this project is the
creation of a new reclaimed water disposal site in conjunction with improvements at the
WWTP to provide reclaimed water transport and disposal. The proposed reclaimed water
sprayfield, located just north of the intersection of SR 1744 and NC Hwy. 24, will utilize
approximately 68,141 LF 2-12" Dia. irrigation piping, one (1) 10.0 acre irrigation storage
pond, one (1) irrigation pumping station and all associated sprinklers, valves, fittings, etc.
to serve the proposed sprayfield. Improvements to the WWTP will include the addition
of a new aeration basin, clarifier, UV Disinfection, sludge holding tank, sludge pumping
station, effluent pumping station, 3.0 acre 5 -day holding lagoon, and all associated
piping, valves, fittings, etc. The reclaimed water transmission main from the WWTP to
the proposed spray disposal site was previously permitted under "Swansboro Wastewater
Improvements — Project No. ON -03249" issued on May 19, 2003. The total project area
is approximately 30 acres. A minimum of 3' depth cover will be maintained throughout
all reclaimed water irrigation piping installation.
Site Description
The topography in the project area consists of mild slopes and coastal wetlands with
slopes ranging from flat to 10 %. An 8.0 ft. wide construction corridor was used in
estimation of area to be disturbed by installation of reclaimed water irrigation piping
within the sprayfield. Typical soil types throughout the project area are BaB (Baymeade
fine sand), To (Torhunta fine sandy loam), and GoA (Goldsboro fine sandy loam).
Construction Sequence
Due to the nature of spray irrigation facility construction, construction of specific
irrigation zones will be staged. Typically, a crew will install irrigation mains first and
then follow with the installation of laterals, risers and sprinkler heads to complete the
field. Given the high number of irrigation piping required it is doubtful a contractor will
install all zones simultaneously. Most likely, the contractor will install the sprayfield in
stages beginning in one zone, continuing to the next, and completing construction in the
last zone. This process should result in minimal land disturbance at a given point in time,
thus contributing minimal threat to local waterways.
VAW097\E97472.21S&ErLar.doc 1 09/08/04 2:41 PM

Planned Erosion and Sedimentation Control Measures
1. Silt Fencing — Silt Fence will be installed as shown on the construction plans
or as deemed necessary by visual inspection. This will be done by the
contractor and inspected by the engineer to ensure all sediment is properly
contained.
2. Rock Check Dams — Rock Check Dams will be installed as a temporary
measure throughout the project to restrict the velocity within the disturbed
roadside ditches or channels affected thereby reducing the potential of
erosion. These check dams will also serve as temporary sediment traps and
will be placed wherever necessary as shown on the construction plans.
3. Temporary Inlet Protection — Inlet protection will be provided on all existing
drainage pipes and inlets on the project to ensure proper sediment
containment.
4. Excelsior (curled wood) Temporary Matting — Roadside Ditch stabilization
will be provided by the use of curled wood matting in required areas either
as shown on construction plans or as deemed necessary by visual observation
of the construction site.
V:\WO97 E97472.2\S&Enar.doc 2 09/08/04 2:41 PM

DEPARTMENT OF THE INTERIOR
I
GEOLOGICAL SURVEY
77°15'
4°li77 MORTON JORK 6 M/. 296MOmE 1297
O 1428—
y _
/��
7000m.N JUNE, I tkIf
3846
1230" i298 S/LVEROALE 2
I
I

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.: 200400597 County: Onslow Quad: Hubert
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Applicant: Town of Swansboro Consultant: Green Engineering, P.L.L.0
502 Church Street Attn: W. Landon Younce, EI
Swansboro, NC 28584 303 N. Goldsboro Street, PO Box 609
Wilson, NC 27893
Telephone: [phone]
Size and Location of project (waterbody, road name/number, town, etc.): The 218 acre project site is located along
the east side of NCSR 1432, north of NC Highway 24, in Pasture Branch, unnamed tributaries to Pasture
Branch and adjacent wetlands, west of Swansboro, Onslow County, North Carolina.
Your work as described above does not require Department of the Army authorization for the following reason(s):
There are no jurisdictional waters or wetlands within the boundaries of the project as described above. This
determination is effective for five years from the date of this document. The wetlands on your property
have been determined to be isolated. As such, your application for DA authorization has been withdrawn.
_X The proposed project, as described in your Pre -Construction Notification application received on
March 15, 2004 and in the additional information received on April 1, 2004, does not have a
regulated impact on jurisdictional waters or wetlands. As such, your application for DA
authorization has been withdrawn.
The proposed project is exempt from Department of the Army regulations.
(Specify)
Any changes in the described work resulting in impacts to jurisdictional waters or wetlands or any new work in
jurisdictional waters or wetlands outside the area described above must be coordinated with the Corps of Engineers
prior to commencement. Please contact the Regulatory Official specified below.
Please be aware that this property also contains non -jurisdictional, isolated wetlands. Please contact the North
Carolina Division of Water Quality at [phone] to discuss the State's regulations and requirements for
these waters.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C.
Division of Coastal Management at telephone [phone] to discuss any required State permit
authorization.
This Department of the Army determination does not relieve the property owner of the responsibility to obtain any
other required Federal, State, or local approvals/permits.
Date: April 14, 2004
Corps Regulatory Official: Telephone: [phone]
SAW Form 654
February 1999
cc: Noelle Lutheran, DENR-DWQ Wilmington Regional Office, 127 Cardinal Drive, Wilmington, NC 28405

r►
DEC -18-01 01:50 PM
Action 1D:
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
County:
Notification of Jurisdictional Determination
Property owner/Authorized Agent
Address
P_ 03
f P &A 349, 5-ww �aov Ne ;?f 5-w � 644f iA L 7Ys 4
r
Telephone: Number��5
Size and Location of Property(waterbody, Highway name/number, town, ctc.)
f 211 ko,, 7'A.,4- is IH *i'e 50v44 i"L .f SR /�f3� CP•+e�.t-rico, R�.i
ALJ 4 t �",oly4gs 1 Aeg-f a NC
Indicate Which of the following apply:
/ � A S x.:m
• There are wetlands on the above described pr erty which we strop suggest should be de ineated and
surveyed. The su ed wetland lines ma verifiedZbbefore the Carps w' make a final
jurisdictional de mination on your p�too_urrlpresentworkl
y.
• Because of t size of your property entification a dclineulion �f your
wetlands c• not be accomplished � a timely manner. to employ consultant to obt a
more ti ly de(ineation of thew ands. Once your sultant has flagged a w and line on the pr erty,
Corp. off will review it, and, ' it is accurate, we str nglyrecommend that have the line su ye
for
fina approval by the Corps, The Corps will. not make a final jurisdictional determination on your property
without an approved sutvcy., 95� 4 � �;�{Q,Q f� jl4 .LfJ M� "95
M4 '� The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained
to you. Unless there is it change in the law or our published regulations, this determination -may be relied
upon for a period not to exceed "T years from the date of this notification.
Ther/Pudatccl
o wctlan present on the/above described pr crty which arcs ject to the permit
requlof SecVin n 404 of the Cle Water Act (33 US 344). Unless ther is a change in the law
or oued r ulations, this dete mination maybe rcli upon for a period 0t to exceed thrcc years
from of is notification.
MS The: project is located in one of the 20 Coastal Counties. You should contact the nearest Stuie; Office of
Coastal Management to determine their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army
permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is
not required for work on the property restricted entirely to existing high ground. If you have any
questions regarding the Corps of Engineers regulatory program, please contact
<"ec at qD .ZSI -Yf V
Property owner/Authorized Agent Signature
Project Manager Signature
Date Expirution Datc-ls�• �ov'`f
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM -
Y -7
O M.w-7
«SAW FWM s—
ta7a

M
D-
o.
M Postage $
O
M
-0 Certified Fee
M Return Receipt Fee Postmark
M (Endorsement Required) Here
r-1 Restricted Delivery Fee
E:3 (Endorsement Required)
173 Total Postage & Fees $
Er Sent To
rZI
r -q
M or PO Box
C3----1— ------------ -
Clty, State, ZIP+
N L Ll 5
U.S. Postal Service
CERTIFIED MAIL RECEIPT
(D(;mestic Mail Only, No Insurance Coverage Providec
M
ED
Postage
o
M
M
C3
Postage
$
M
co
Certified Fee
Retum Receipt Fee
(Endorsement Required)
C3
C3
Return Receipt Fee
(Endorsement Required)
Restricted Delivery Fee
(Endorsement Required)
Postmark
Here
0
C3
Restricted Delivery Fee
(Endorsement Required)
Total Postage & Fee.
$
M
Total Postage & Fees
$
-
I
a-
rq
Sent ToI -
w U�
I — C
+
--------------------------------------
No
M or PO Box No.
req
Sent To
ri-
r3
.............
Street, Apt. W10 -
or PO Box No.
.. ..................... .......
ck)
City, State, ZIP+ 4
- --------- I -----------
----- - - *P(, . as SN
M
D-
o.
M Postage $
O
M
-0 Certified Fee
M Return Receipt Fee Postmark
M (Endorsement Required) Here
r-1 Restricted Delivery Fee
E:3 (Endorsement Required)
173 Total Postage & Fees $
Er Sent To
rZI
r -q
M or PO Box
C3----1— ------------ -
Clty, State, ZIP+
N L Ll 5
U.S. Postal Service
CERTIFIED MAIL RECEIPT
(D(;mestic Mail Only, No Insurance Coverage Providec
M
ED
Postage
M
-0
Certified Fee
Retum Receipt Fee
(Endorsement Required)
Postmark
Here
CJ
E::l
Restricted Delivery Fee
(Endorsement Required)
17-1
Total Postage & Fee.
$
-I-
-
I
a-
rq
Sent ToI -
w U�
I — C
+
--------------------------------------
No
M or PO Box No.
.M
1K..................Apt.
C3-----------------------------
City, State, M 4

.A
r -q
Ln
0
M
0
M
co
U.S. Postai Service
CE�TIFIEDIMAIL RECEIPT
(Domestic Mail Only; No Insurance Coverage Provided)
p
Return Receipt Fee
p
(Endorsement Required)
0
Restricted Delivery Fee
ED
(Endorsement Required)
M
Total Postage & Fees
Q'
r =i
r -q
Ip
O
r` -
m
ru
Ln
0
M
p
M
U.S. Postal Service
CE-ViTIFIED MAIL RECEIPT
(Domestic Mail Only; No Insurance Coverage Provided)
p
Return Receipt Fee
(Endorsement Required)
p
M
Restricted Delivery Fee
C3
(Endorsement Required)
p
Total Postage & Fees
r -i
O
0
r -

1
f < _1K
LOCA"
III @4
Thk Q.fill- 0.4 ..QPa .f IAY Pld IQ.rk11i44 • wer.
.ad wdlTkS a — ./ wldr..Ild w4w,6 wiga46.d
Y f.41bw IW .f IM Cka WAw Aid w d b_k d
Cj M,�i wwLr.ipad « NY dd/a Iltir IMw. T.. QIIwIP.
way M e.�W « Mw . P•1 I,el M awddd fM Mem
Odl �dl TIII. MMtmr,ol141, A waM YflG11q tlw 106i
pxM Odalladodl, Yemd
liw ..tland. Idenpf-d « Yi Pb! wee
Ideal.d wip • ThwMq,�n XR OPS R.c.l..r -
... wIJrJ, MMwwt`/ 1y64y' 41n�4d wdcad
E LED GREEK JR. KJR'r. KS-=
0
sylwax Qmrin
COMPLIED POINT w
EbST1D JIM PPE o
Danvic " wNumewT O
OMSTING WETLANDS PUG x
DaSTDC WETLANDS
OWNEIL
.��
imm s1lr4awwo
a t11 w
•�
I
al lw 1 a •••• ,w
b
SMANSOML NO 20564
wEYOMORSLD l col/aNrc
0-326-442B
YPHOND
pltVp
[viii lltt W Zp
LOCA"
III @4
Thk Q.fill- 0.4 ..QPa .f IAY Pld IQ.rk11i44 • wer.
.ad wdlTkS a — ./ wldr..Ild w4w,6 wiga46.d
Y f.41bw IW .f IM Cka WAw Aid w d b_k d
Cj M,�i wwLr.ipad « NY dd/a Iltir IMw. T.. QIIwIP.
way M e.�W « Mw . P•1 I,el M awddd fM Mem
Odl �dl TIII. MMtmr,ol141, A waM YflG11q tlw 106i
pxM Odalladodl, Yemd
liw ..tland. Idenpf-d « Yi Pb! wee
Ideal.d wip • ThwMq,�n XR OPS R.c.l..r -
... wIJrJ, MMwwt`/ 1y64y' 41n�4d wdcad
E LED GREEK JR. KJR'r. KS-=
0
sylwax Qmrin
COMPLIED POINT w
EbST1D JIM PPE o
Danvic " wNumewT O
OMSTING WETLANDS PUG x
DaSTDC WETLANDS
"m MON. 411
Y-354S2SM
JOHN D. 11ERIEF MCTON
K 58 P. See
r • 4
.r
:•TRACT.
r
.w uI
m
M
.41 _IXQI
w,
d b
1
Ali
Wr
4
DON VAUErm 0
K 11"p. am
OWNEIL
.��
imm s1lr4awwo
a t11 w
•�
I
al lw 1 a •••• ,w
b
SMANSOML NO 20564
,••• rw ni .••,ill
b
0-326-442B
YPHOND
FAX [phone]
"m MON. 411
Y-354S2SM
JOHN D. 11ERIEF MCTON
K 58 P. See
r • 4
.r
:•TRACT.
r
.w uI
m
M
.41 _IXQI
w,
d b
1
Ali
Wr
4
DON VAUErm 0
K 11"p. am
� COI/PMIY
ONSIDN ?e
W • W
IV . • Q..L.QO,aY
u) -
w -
W m
ar • ya,
t>. • ab
W
�y/ IM 111 O
(yT1 N > AC la 1• -
Aw • NI m Aw W
W
p•• A]bti •• 11vwi1 .•.
•wa a�- Ar �1w ue� .�•cots
3..
TRACT TRAC,
•c- r u u,
1.10 .wr wn `« ud
_fig, 0.07
g AlR. •1• ACRE-:. w W
wJ1Yt1N .1) O aw
6•YAYM .14 •••••
•S
�>.W� Ml •-/lam••_ 'p 1
TIVI M• b b•-oAGI FSK• p NI- 1 •11• +w•
� r Y _ _ ••TRACE xlw rlw w rm
0.55 •4 a .';-4 �. ww
ACRES
�' n. 1 aw Ida .ACRES
N .>
-� dAiD-• N b • .w,
9 RINp N IIIa1
. R tl a wu1
Na)
TRACT
• atl, ' 11141
,(VWQs wm
.D• Q • Illm _ -
ACRES 01
w 218.39
ACRES TOTAL
1w1[.'f a
A �
. Na Ira
NY 1b
ary W
w
r
N
Nal e .
N w
N
A.• _b
+" .
-1K• IW 1R2
O
Im ,
0
• m
c-ra
TRACT w s.Naa,
�e Q.abYcw
mm 0.19 x 1 na -
m ACRES r .1+ rY . • rr
• nd yOIY®' . rp
_ al. � n •JR71Y0[ -
r Im TRACT
.. 0.72
n1 ACRES
.0
n,
P
f•Y.
K 205 P. 524 .
R ZiZ I• D2
0 / ?DO 400 aw 2400
GREE
fl/
folio
lll/1````
GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MANAGEM
303 N. GOLDSBORO ST.
P.O. BOX 609
WILSON, NC 27893
TEL [phone]
FAX [phone]
office0greeneng.com
TOWN OF
SWANSBORO
DATE: JANUARY 2002
SCALE
ETNa-'I of, -2-
r
v au
b ••
b
4
�
a t11 w
•�
I
al lw 1 a •••• ,w
b
.•J'` a•
,••• rw ni .••,ill
b
r aim •
m 41 b ,H
b
b
Y LM
•t11 w
Y wW
Y r • 1a1
Y • av• ID
Y
� COI/PMIY
ONSIDN ?e
W • W
IV . • Q..L.QO,aY
u) -
w -
W m
ar • ya,
t>. • ab
W
�y/ IM 111 O
(yT1 N > AC la 1• -
Aw • NI m Aw W
W
p•• A]bti •• 11vwi1 .•.
•wa a�- Ar �1w ue� .�•cots
3..
TRACT TRAC,
•c- r u u,
1.10 .wr wn `« ud
_fig, 0.07
g AlR. •1• ACRE-:. w W
wJ1Yt1N .1) O aw
6•YAYM .14 •••••
•S
�>.W� Ml •-/lam••_ 'p 1
TIVI M• b b•-oAGI FSK• p NI- 1 •11• +w•
� r Y _ _ ••TRACE xlw rlw w rm
0.55 •4 a .';-4 �. ww
ACRES
�' n. 1 aw Ida .ACRES
N .>
-� dAiD-• N b • .w,
9 RINp N IIIa1
. R tl a wu1
Na)
TRACT
• atl, ' 11141
,(VWQs wm
.D• Q • Illm _ -
ACRES 01
w 218.39
ACRES TOTAL
1w1[.'f a
A �
. Na Ira
NY 1b
ary W
w
r
N
Nal e .
N w
N
A.• _b
+" .
-1K• IW 1R2
O
Im ,
0
• m
c-ra
TRACT w s.Naa,
�e Q.abYcw
mm 0.19 x 1 na -
m ACRES r .1+ rY . • rr
• nd yOIY®' . rp
_ al. � n •JR71Y0[ -
r Im TRACT
.. 0.72
n1 ACRES
.0
n,
P
f•Y.
K 205 P. 524 .
R ZiZ I• D2
0 / ?DO 400 aw 2400
GREE
fl/
folio
lll/1````
GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MANAGEM
303 N. GOLDSBORO ST.
P.O. BOX 609
WILSON, NC 27893
TEL [phone]
FAX [phone]
office0greeneng.com
TOWN OF
SWANSBORO
DATE: JANUARY 2002
SCALE
ETNa-'I of, -2-

TRACT A'
TRACT -6"
TRACT 5.F'
4260'
62000'471
C62STV61
- G2, G1
01. 024 - 02, DI
AT. A2 - H2, Hi
wer
s5W36*32w
27.46'
STANCEOREC110N
26.12'
o11UNCE
01Nf]CTION
OtSlA
26.64'
0420'22-*
30.61•
tN7T3CW'E
31.10'
21.16'
637VOWE
46.64'
SIT31'42T
5o7I1.30w
42Sr
SOAC
33.60'
334'967"24'131
32-10'
31.73-
943-"'1 t4
11or
922vr3Yt
JLIC
to"
2744'
11.17'54r27.32T
27Ar
2M
641'26.04-1
MM*
soro3'3ew
3145'
37"
33.4'SWISU"E
31.70'
36.63'
93724'57'1
24.x6•
t4t'00'66-
2171'
010.47'
956'31'47-1
21.41'
WT10'42-1
30.20'
92000'24-*
27.04'
s6rlo,14-1
41.12'
S4r33'itt
75.66'
SW24b3w
3532'
S00'5r41w
3171'
ssr0ei9-1
42.6•
SM 7'1tt
44A2
SIT45'53w
".W'
s41'13.35-1
463r
s nl*02t
WSW
93fW-5OW
463r
925'61.32-*
35.11'
S0T2I'4tt
31.Ir
D01'1327w
2142•
SOT43.42w
N,87'
Slrolbow
at -0•
531'11'514
60.44'
97011'34-*
4056'
S2230beT
34.40'
S7S'SY53w
3650'
s26.31b0t
41.44'
wrir44w
7530'
535'41'261
46.67'
97c31'15w
26.07'
90536'57-*
5OA6'
5.6711.30-*
]6.44'
W l2U E
5031'
S2r26'3r+0'
541`Wl"
ball'
614'
S37 -M 13-W
4030'
96714.10-*
2742'
WWI31
1'6.62'
S41'I0.1
$.144'
So3-"'45w
gpr
4475.32'17-*
21.42'
97026'201
45.40'
'V
0.]05.5.'.00-*
]645'
SO4-*
26.4•
N6r3E•OOw
25A3'
Kmsl'29-1
30.4'
061'44'35-*
2314'
sor31'32w
.222'
N1742WE
14AY
WrS4.621
36.77'
500'27'44-*
2143'
934-70.60-*
94.5.0'
NM4'M E
2&76'
4/44-61'11'1
37.20'
S4E4540w•
37.11'
S4>'2r26w
306'
4441'34'5.61
3113'
1143'0474-1
3422'
0671011w
29.47'
$2r4T14w
64.1r
NI4SM'E
4nr26'5et
34.01'
3541•
0MC30'NT
4ntMb7'Y
2635'
16.64'
Slr2r40w
1191'
941'91'16-*
s1434'S2w
3141'
9136'
N4a2r40w
2LYr
W4'srto'1
22.16'
S56•r1'"-W
SWIV37w
.311'
43.4r
S02 -20.27-W
47Ar
6QY44b6w
"Ar
InWlr43T
26.07'
991'10.3710
75Ar
-sxm•54-W
-W
31 AW
NR•Lrl6w
N0751.441
39-W
24.4r
II7r1J'46T
I0C43'11•t
2310'
32-96'
s4010'5ew
3211'
9341W14
S6r31V6w
41. 5•
3041'
6IT47.35-*
4OA4'
SW42'57w
2615'
s7rs"w
33.12'
664='' VE
30.16'
570470715
sersc,S3w
322r
6023,
2662'+07-101-*
714'1
p4'51'267
2346'
S3r1c26w
410.5,
646T43'41w
3121'
5172CM
16.42'
SST63'57w
3"1'
s51'77r4rV
stsvC aw
26.23,
3535'
TRACT
829EQ81. 62 -
C'
628, 629EOB1
205.23.16T
INT36'54T
- 32.06•
710.73'
$93-5444"
MAC
925
S4r11'Itw
3731•
WtEcT1ON
DISTANCE
6263171-*
3116•
S61'16'u'E
as
523.5 VrW
a494v36w
JdAr
Mir
m1Y1.
'
.45.'17*311
941'20'451
20.75'
36.76'
M5373'50w
3021*
"IC41t
S,7t1'41w
9265.6'1416
40.41'
s2r47Vi4
27Ae
6156'04'59-*
6440'36.41-*
30-W
2&14•
271
26.76•
541'5.'1.07-*
t4e71'3s-*
2317
21'3
SMI'43t
str46'22t
37.75
41A4'
61534854Y
446s
sor2s'56Y
2743'
S7r41'4rw
mar
S4rlrltt
37.01'
97600'57-W
77AC
s.r20'l6w
so02r36t
3252
31-W
M7r72b4w
2729'
04K4433T
25.43'
971'31'43-*
24101'
S13-25'32'S13-25'32'E33AC
W4c1r6WV
24,24'
S r31'32t
21.47'
�3'SJw
=1'
31Ar
slr26•atw
3210'
W74514w
27.7r
MClr4ot
M0T2rM E
2331•
27.04rKrrZ2WT
933'0537-*
SM -N -W
3120'
Str11'42t
31.4'
�72,�3w
11
V-51'
f3r46'17w
9530•
. - axr�
3&W
NW2676w
IWW
'SIA1'
toy
30Ap'.
SlVIZ46V
J26m'
stf'OfY40w
71163'
MSTIt'4r*
613701'13-*
31.11,
SWIV37W
S&S
0661'19'24'1
saw
2614101410
MITInIw
17"
2121'
MC40.49t
wolf xT
34Ar
mar
931'31'.96-*
s3JSr43w
4347
7141'
0161'26'36-*
6QP34b4w .
2&13'
2140
N06121WE
2&'Or
-2&4r
10T43.1ST .
21.12'
922VI DOV
StO/r4Yw
75.651
2&W0p4/r4ry
Nor54'10-*
-W
2&/t'
w'�r'rE
6"40'03-1
"Ar
KKMS'o2t
K151611"
20.79'
3t•6a'
SIT3r464
44A5'
l
2217
NW11'14T
3034'
60706'16'£
16.0.'1
So404'55w
77.17'
sv5w
eo
sww
-"43
35.97•
4214•
261 "CWE
3&49'
M12'OT20'E
2622'
sur4o'16t
"As
SOW
SOAP
974Vr04 E
2&74
NMf47 E
4546•
54041'004
.612
S224r4o'W
S01'41r*"
32-42'11'51'47'461
4041•
76Sr
M TZffWT
617r15'J2T
41Ar
3745•
s6755S2t
V
38-V
_ 533'41'444
SIAS'
S56Me3JT
33aa_TTrr
- '026711770'1
4311' -
W
93515'35'E
r
42-W
604.477515
21,81'
94936'567
Saeb6•iat
3049'
326,
61735WE'
47.45'
77Ar -
90.732'5-17
41,12' "
503'00'20-1
4723'
966-43'341
S9A2'
S6e39'37t
914'46'511
4234'
S3T47'54T
.37.17'
S375C40T
S45.20'52w
3334'
ttA9'
922'40'WE
2650•
SMN 43-E
3729'
S2r23'57'E
3&45
Z2lr33V2rW
3&W
11'52'0073'1
26.77
31.76'
s1r20•low
-
30.01'
SW4Y40w
39-W -
- s1T4C4ow
3415
2157307'E
35-40'
90356'37117
5307977-*
46-31' .
30.W
93731'02-*
174'1
st056"574
4111'
swwl771
3731'
-
'
. -
-
5153042-*
S7T52Vew.
223.66'
50.74'
546G6'50w
36.05
so1'iz7,-*
3301_
so6-m'2sw
cAr
TRACT %1•
91741'10-*
4171'
We4r43w
3322'
E50, E49 -
E2. Et
91310'537
3312'
SSr5406w
3231'
-O_
L1fS3Toa
SW4077w
36A1'
-
-
TRACT
..
t
(yo
- 55630'47 W
31.71'
WFiFiFT
24"6/7r4C16•E
E26EQF1. F25 -
F2. F26EQF1
5771200E
Ism,
521'3172'1!
2334'
21st
D1tLCTK)14
OGTANCE
975.41704
2631
S7c14V0w
35.05'
•-Wr3CUM4WE
6O07f774
31.2W
34,71'
- 06,00'40-*
-
3147'-E
.
97r40'47W
20.40
60545.104
2340'6130S2b2'V
sttb7'3rw
34.17-
6625
st5b3'aaT
SW4n1-*
34,85'
S4416'37w
60726'131
2&Sr
3I.0e'
sR42/ 9 54
601'3601'E
20 21'
2971•
0024670-*
46.14•
S3W45106-*
2739'
50771774
S132912t
It.lO'
36.01'
664276'244
6/Ar
6=14'34w
48,8W
96736'12-*
42AO'
x401
-1611'111974
4&77
ftW4W"'C
xW
s772242W
42AS'
S21'247aw
SIU35214w
45.43'
mr30?YE
3721'
MIt7O'394
Sur
97173037-*
4341'
NZ"W431E
e0ro6'174
6130'
37.7r
Mt92S%7T
611'6.39'321
3122'
3041'
s6t740rw
smol w o
3&.03'
31.91,
602.96.224
=Af
00730'671
104r
W7041Ww
31.12'
_ -
00Y31WE
3624'
026/'31'261
33"
6M4.254ow
4034'
alwV61514
462'1
SWV7 E
UAW
06s7's5l"
311,11'
011344101-*
3046'
937v177t
2575
00046'27-*
3&.67
TRACT 'r
0t23-30'564
3344'
511161'334
364W
ow -MAI"
3&39'
M1. 262 - M145, 1.1146
WrW42t
4311'
SW4306t
29,05
OW4r46w
29.04•
OROGTION
Ot5'G14C£
SEW -201521'E
4L1r
55.752'147
35.4•
W AW14V
2&.50'
USTae OVE
our/ -W 38
90r23 -35t
Sur
612r
93rlr32t
0..0031.40-1
VAC
16Ar
561'31'20-*
S4t71'5Sw
7&23'
17.42'
MC11'114
24AC
804.t3 -3t
N,f,
924S4y7E
272&,
SW44VO4
20.41'
164C4C44t
06001'364
33.05'
WAf
00o35 -57T
Scar
S3C3rb2t
31.02•
swt3'60-*
33A6'
41.73'
56121'55.1
36 *
lHwt5V6'E
37.44'
S01'3r441
3025
.oC5437w
70.03'
606'23'361
4612"
. -6Q036'2sw
3-341
2&7'
.140
1 WW' 51-*
S7=*26w
263W
=Al,
90133'5911
f2T6r17'E
3&31'
265043,477
7041'
wow
WW3W174
40A0'-
SSOts06w
31A1'
f53='361 -
3443'
00744'114
N4476't44
17.05'
3137
00r3zb14
20*51
M672773w
3010•
SW 26'12'E
54T25.29r
326'1
3231'
1Or47'4o'E
t1AT
6n r05'5O'E
40.4r
s7ro4't3w
ILIV
57T1r247
33.a5'
262042'431
33.15'.
.. In7S6b04
3711'
-
Wa3W43T
42-SC
-440052'4rW
1'712•
0Q52EV6t
1111'31'1143&11*
3121
-
6654'04'53737-14-
61DZ477rW
667T10'35t
2004•
30,00'
2614-JW4WW
43Ar
S7736•lt7
29AW
43.64•
660,20.13-*
3L40'
0tt77t-2UV
2&7.S5C44?5-E
TRACT r•
SM -17C
4227
0063'14727
43,07
0121'41'591
774'1
C1EOC10, C2 - C9. C10EOC1
�44W-E
�
MDT4r3,w
3325'
616741'494
-
47.3.7.
Won" D15TANCE
95r10'47T
JC.et•
26,0226'11-*
.34.65'
6�t3*z6t
40.4•
s0739W-C 77Ar
- 01=36WE
2&74' .
2714•
6067716-*
2&73'
�'
msw'aow
3L 1,
04r2rbsb
2626"26'32'1
004'ar267
s7mv60C04l-E
sgm*17T 3&A,'
1Or2434w
3327'
.607.6'17'1 245.'
4-'W
6Ots2'irt
-f
70.,81'
o
17771'177
2141'
-
41.44•
SOT4f3!'Y
?115'
2=350
1041'
S37tr45t
33.60
INW221Sw
111022'6711'
4436'
00321.2 w
2s.4r
3&20
647'W26i
omww7
MSW
woe
SrT4r6CE
3115.'
N6740V3w
S.
41AW
1644:31m v
oor4swv
3&3&.
W
1F-t2
1926`11'447-1 47-W
2 1 0 111 01E 7131'
141709 iTq
wr2C31l!
4/Ar
4240•
10r171f2'Y
M691T2tb1Y 9014'
SLW -
-
1607r194tw
MAi
12
4TArS"1'
t722r71Y6-1 4
M3T1/"w
43Ar
oavwVQ'w
00170.'110'1 46]1'
�
.
607347/'-*
4400
forcer 7w 3334
267163'53'1
160-17'50'1 40,W
979u261 46_W,
ftt40'5SY 46.11
1603r401 toA9'
9713931'1 4629'
W46104t 3&71'
9711•'30'1 42x,
SMCSn 374'
1=14'361 35.20'
10739161 52-M
InMollf 41.1=
t798b6T 34.14'
,793'1471 16.56'
9t570b]-1 1630'
116707411 114'
0=1514-* /164'
046c37'b31 SIAr
66Iar33t 44,40•
4660M•20t 2614'
~427 Mir
40910'351 4320'
MS651bst 37.4r
M2326W401 22.15'
M7750.40t 3L3r
4=2n'51T 41.01'
4462791411 3345
SMSY32Y 37A7
s6270'5It X75
s62a07341 2120
S6339a21f 31-9r
Nfrarl7i 4W
N 44bst 4112'
M622rwE 31.05'
97391'111 4030'
S= W101 376r
57273371E 4240'
54Rr44t 2L4Y
NWW431 27.05
60110'114 2211'
0tt»Tan 70.71•
M414swIr 7247
61831'404 312W
4114'75$1 4LOr
*47751St 3020•
61724r5d-E 31JT
9t73942T 3344'
"winrE 431'1
441.036'3611 6740'
14N3t*5V 31AT
10976'541 S0a1'
OR wwv MJ6'
104755"26 4013-
MST3 27w70.41'
5726'128-* 4LIC
WW3920w 41.40''
-M7Stl9'E 14.35'
0t==Wl 2124'
,2r3f4fflr
63SC525w 4IA5 ..
I16Z3772w At -a
NK640w -451"
104052-* '3519'
Mv7625'V 37-7'
4105.114-* 2LW
p"r3ol Mir
41111t 'r W4'
2630'441 11-40
sucuwv 64431'59-* su1'
3337'
~av 31w
40[437'11 4177
KaZMV 3145*
0071'137.19 412W
KwSr" 24M
1117150" Kir
M76Y4a 40.41'
"w2rav
M3r75,ut X'
M6T2r7tt 3143'
setwul am
st76f72t sweran tl3&.
3L43'
540 -JCE 7[35'
11110M 20.11'
63371'361 air
001617E 20.47
117ro3et 4521
. K717WSTESWUVI
-
s417A9rE
50r4r75T a4Y
611'47261 367
W=,e E 4761
11177±61 Ntl'
. sO173rwv 1174"
614262-1116
Salwx an.
53'1'!24 sm
1111-4a •5.Y
16730779
ticanvv *Lev
199sa9t au1
t3 wwv
227vrvow 46.61•
501.71'41** 40.54'
SICM'35-1 413r
S3Wtnl'E 404'
SMU'UT 45-61'
WT4r431 40.42'
93t31Va1 SIAS
$4226r40t 31.40'
IOS70.42t 3L46•
*a#w,MT 1332'
TRACT 'r
018, 017 - 02, 01
M40KlOw
10747231'1 2762'
MI77r1t)w KAT
Kwuj3w 7663'
M33'ISM-W 31Ar
M474MVE 2&43'
M4aOC"t 41"
405.7'1457 42Tr
M(TMb31 21.73'
I01't7'174 31Ar
262495'55'1 ISAT
107405316 2&4,
107742041 .044'
N1175Yt IC 7141'
446747314 Lor
TRACT i
L98. L97 - 0.2, L1
k5SM'70w 4A1'
41t3 yt-vt 59.09•
NI3tr47w 27-V
KtV4r60w 2349'
415 "'W 3040'
IQt'12Yew 22222•
87701'14w 39Ar
111'91'15-* 4C*f
swel,m1s' 3w,
S$7254-* 17A1'
SOS-1mw 312'1
57141'SOw 2471'
971710311' 2943'
55/7632-* =AV
5372'117'1 41.75.
W4fJ5w 3110
W21.44w 31.40
527455.0-* 30.44'
SNM*39w 2926
SMWWV 32-1C
S1r17'1311 4449'
so7t2$ot 42Ir
SIaW',tw 3099
9/3Ir21w 4941'
SIT4414w 4643'
SO7K41-* 2&69'
&Wgr"V - 471'1 .
S78tr49w 315r .
s4zs6t7w 4331'
.s27z112s45 .3335'
s1r26.56w 2241'
512'M7t 5115'
923'44'15-* 37.13'
92410'21-* 572r
52477'31-* 37AW
r4t16W42-* 41Ar
51431'1110 m3Y
S4r23lW'W 2273'
01N90bQw 3725'
II61sTbr: 2137
9739162-* 442r
971'2472-* 24
571'6722-* 29.]4'
94Y"*S4w 43-V
97973,47-* 27Ar
S7539E3w 3147
S70V325w 3560
Msr2ol1w 4551•
026172.46-* 1t>r
0263161" 2519'
S9r7972Y 3L27
1v57r45-6 3&44'
1400'1056-* 2415
10071'44-* 47A5'
4411'0'111-* 27.0r
4,0021754 463'1
MT4eYlw 3Llw
1-1135.01'.09-* 34tr
WT2813 w 344'
NTSVr45w V.&V
N5C4T56w 2240
006-AWV '4051'
0(121VA" 3327
Itt2'4909t 16.36'
w7'0622T 3915
wal"tt 3721'
MI00077w 3070
IQTSr49t 5216•
WIT46WV 4416•
066721260/1 364'1
I"rTT2f-* MX
11147W47 V 36AC
OWr+ra-E 3&,W
0007M3n 21sT
644701'657 9144'
imr4r w 5600
64474579-* SLAW
10011164/9 9147
NlTw*ww "336'
WM*351E 36]3'
M5T10.47'1 3136'
6840 '317 3361'
M1r06'24w 41Sr
NWIS'241 40.6r
644,31'46-1 4&17
N25V6.361 26u'
2613'11121 4425'
IMW19bat 29.6r
6Q5V0.351 4011'
N00.21'20T 35.43r
M1r42'04w 30.41'
WC20b0w 21,03'
TRACT 'F'
K41, K40 - K2, KI
o1REJCIION DISTANCE
9,799'34 35.41
92414'51-1 3371'
S2e'a000'1 41.44'
545,W144 30.0T
s2T10.32T 26.34'
S07*3"4T 2SlW
62500'221 2144'
S247r11T 4311'
9411'4'21-* 3461'
93604'31-* =1C
40017'3e1t 20.74'
s2t7274w 30.15
93WW'21** 5299'
s7rl)"lw 2136•
.7e171411 4130
SSSV0'12-M 24.7'
.5W1r4tw 6237
96775.'20-* 30At•
0264'00'511w S24Y
M12'34.13w Z7A0'
4m'Srl4w 372r
415'770'54-* 3656'
102'50'5lw 41AY
IWW141 SIAS'
M76'0O 27'E 4614'
*700s'56'E 31A6'
403,45'13'E 27Ar
WTOr40w 24AZ
M7023,3710 4696'
W7,30.4ry 4041'
I4r03'47w 30AY
M1r52'17w 3/3r
443745'301 4&45
M3p377aw .7&40'
Insxrz7 E 26.63'
W =4YS5w 3201'
442703'44-* 31-W
N162r40w 24.75'
1436']0'47-1 2721'
TRACT 'r
Jt, d2 -- J37, J38
DREMON D6fANCE-
SICM'n'E 3445•
S21`33'57t 42i7'
S730sv2w 491-5
f1Yt2'5Ot 7941-1•
sltbt'514 3745
S7r20'06w 3M3,
S0720'32w 2515
SVW'13w 31-V
9374116-* 822Y
S6,'724'otw 36.44'
s,r4rlsw 304'1
S S4Y47i 3679'
S2r11'18'E 4114
s5. wllw 43.85'
t44lr40w 34.04'
St21t'43M 42Ar
626r49rl lw 4329'
U34'SC45w 7931•
44472770-* 7/Ar
IOTSY14-W 1170'
01270675-1 SLOW
S3C3r36t 213'1
s1T31b7E 21A5•
53324297 25.00'
H5TI5%71 2771'
MO07O'16•E 2521'
616r4t•34w 25A5•
M1Y3r10E 3147
NW35'=-E 39.7r
10304'40-* 3625
M771nl'W 3130'
smt'zsv 2130'
sar37'32w 3LOW
9623171-* 42A0'
SW4rl2w 4141'
146f73lo w 2&09'
60ts1.46w WAr
TRACT 1G'
R17EOR1, R2 - R16, R17EOR1
D1ac.'710N
WAM" E
69736'14'1
4260'
62000'471
3125'
SS.7S5'36w
362s'
$X1719-*
wer
s5W36*32w
27.46'
4464-21'54-*
26.12'
10ZW47w
3113'
NX7r01t
26.64'
0420'22-*
30.61•
WIS• VW
31.10'
MIYOT31w
32.64'
WfMSt
35.12'
/26730501
33.60'
S26-51'527
32-10'
s5c42'31T
3026'
TRACT '1f
N1N14, H13 - N2, WN14
0 OL"ON
DMANCE
547'OC11t
30.35'
94719'191
3144•
WC2:rI9w
2445'
sti3720t
27A5'
-111'1410011'
13A3r
Nss-oYsw
2326'
01"AC42w
2&74'
64674777 -*32-05,
6LYZC31w
3547
WVrltt
4624'
N2471'4n
-
NAY
M7W4511T
Wir
SVWV-C
'41-W
TRACT r
P1,P25-P2.P1
DIRECTION DtSUNCE
" NW'27 n E
12- r
WrO4'507E
26.02'
ML7t2'3Wt
37 -Or
lesn'r4n
4-161'
M66M'51t
3030
S7r24W'E
MOY
-
340',11'56'1
4061'
5733124E324'
7.64rWE
.3140'
sv a irw
15-W
- Sn•50'41w
30AV '
540'56'30-*-
36-44•
9167043-*
JUW
9e9oro4w
3341'
fKrICww
src7r/2w
21050
MAC
0M1'11'40w
W1'
SOM'tYW
6/715.46-*
to"
2744'
oar3312w
27Ar
Kftrw34w
M4513b1w
310.65'
26.4'
WTOC461
24.61*
6omnst
37"
06704'131
31.70'
VAWElt -
SM CKA W STREET
141010.3 M-.4�42D
FAX 610- u"lol ,
',,FO�' GRED-��,•
���/111111111''1
GREEN
ENGINEERING
WATER
WASTEWATER
SURVEYING
PLANNING
PROJECT MAN,
303 N. GOLDSBORO ST.
P.O. BOX 609
WILSON, NC 27893
TEL [phone]
FAX [phone]
office ftroeneN.com
-TOWN OF
SWANSBORO
1 DATE: JANUARY 2002 1
SCALE
-2 OF,L 1: ..�..