NCDOT - 70429D

❑CAMA / '❑ DREDGE & FILL N2 70429 A B C D;
GENERAL PERMIT Previous permit #
❑New []Modification ❑Complete Reissue El Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
❑ Rules attached.
Applicant Name
A�rl rc+cc
Ci State ZIP
,I
-
Phone # ( )
E-Mail
Authorized Agent
❑ CW
LTEW ❑ PTA
Affected
ElOEA
ElHHF ❑ IH
AEC(s):
❑ PWS:
ORW: ves / no
PNA yes / no
❑ ES ❑ PTS
❑ UBA ❑ N/A
Project Location: County _-
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP
Phone # ( ) J ver Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body -
Type of Project/ Activity
(Scale: )
Pier (dock) length - --
Fixed Platform(s)
Floating Platform(s) '
I
Finger
pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
_-..
-.-..._..._--
i
i
I
i
TT.
i
Beach Bulldozing
Other
I
i
i
i
Shoreline Length
SAV: not sure yes no
i
Moratorium: n/a yes no, _._.....
Photos: yes' no {
Waiver Attached: yes 1)
A building permit may be required by: ` ❑ See note on back regarding River Basin rules.
( Note Local Planning jurisdiction) 6
Notes/ Special Conditions j Y
Agent or Applicant Printscf•idatne
t
Signature Please reA compliance statement on back of permit*
Permit Officer's Printed Name
Signature
Application Fee(s) Check# Issuing Date Expiration Date

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 Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on howto complywith these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888ARCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -
North of New River Inlet- and Pamlico
Counties)
Elizabeth City District
401 S. Griffin St.
Ste. 300
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
http://portal.ncdenr.org/web/cm/dcm-home
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
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
Revised 7/06/17

NC Division. of Coastal Mgt. Application Computer Sheet, Page 3 of 4)
Applicant: P v T -7
Date:
Describe below the HABITAT disturbances for the'- application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose"One
TOTAL'Sq. Ft:
(Applied fora
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
im act amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact .
amount
tSK ZY° �"
Dredge 2' Fill [Both [' Other ❑
—7o v
Dredge.❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill El Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ ,Both ❑ Other ❑
Dredge ❑ . Fill ❑ Both ❑ Other ❑
Dredge 0 Fill ❑ Both El Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised, 02115110

ROY COOPER
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
May 31,2018
Mr. Stephen Lane
Coastal Management Representative, Transportation Projects
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
.LAMES H. TROGDON, III
SECRETARY
Subject: Application for 07H.1600 General Permit for installation of an 8" waterline beneath "The
Swash" on SR 1145 Village Point Rd.
WBS number: 17BP.3.C.2
Dear Mr. Lane:
The North Carolina Department of Transportation (NCDOT) is proposing to install a new 8"
waterline beneath "The Swash" which crosses under SR 1 l45 Village Point Rd. SW in Shallotte,
Brunswick County. The existing structure consists of 3 @ 48" RCPs. The waterline installation will
be performed by means of direction boring under the creek and surrounding wetlands
(approximately 10' beneath the bottom of the existing structure) for approximately 190 LF and will
require open trenching for the bore pits (approximately 35 LF on either side) which will be
constructed entirely on high ground. No permits are required from the N.C. Division of Water
Resources and a Nationwide Permit 12 has been issued by the U.S. Army Corps of Engineers and
is included in this application package.
Please find attached:
l . A vicinity and topo map of the waterline location
2. Copies of the letters sent to the adjacent riparian property owners
3. Copies signed and returned green cards from the certified mail notice
4. Permit drawings detailing the project impacts, including a wetland and surface water impacts
summary (table)
5. Copy of USACE N W P 12
The department anticipates that a permit fee of $400.00 will be charged to the subject WBS element
number. Please let me know if I can provide any further information.
Sincerely,
sWA, �-a444&
Sean Farrell
NCDOT Division 3
Environmental Specialist
cc: Mason Herndon, NCDOT, Division 3 Environmental Program Supervisor (electronic)
RECEIVED
Enclosures
JUN 0 5 2018
DCM-MHD CITY

Den MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant( Landowner Information
Business Name
Project Name (if applicable)
NCDOT Division Three
" The Swash" SR 1145 (Village Point Rd. SW)
Applicant 1: First Name
MI
Last Name
Sean
C
Farrell
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
5501 Barbados Blvd.
Castle Hayne
NC
ZIP
Country
Phone No.
FAX No.
28429
USA
910 - 341 - 2033 ext.
910 - 675 0143
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
ext.
Phone No. 2
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
RE
ZIP
EIVED
Email
<Form continues on back> DCM-MHD CITY
252-808-2808 .. 1-888-4RCOAST .. www.necoastaimanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for_
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
1145
Subdivision Name
City
State
Zip
Shallotte
NC
- 28470
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
" The Swash"
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Shallotte River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Shallotte
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Apporx. 200', 1 00'on east and west sides of ROW
N/A Area of Work is within the NCDOT R?W
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
Varies ®NHW or ❑NWL
e. Vegetation on tract
Grass on the road shoulders and CW Distichilis spicata, Spartina patens, and Spartina altemif/ora located within the ROW.
f. Man-made features and uses now on tract
Transportation is the major use. Existing structure consists of 3 @ 48" RCP's.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent properties are vacant to the the north, east and west and a church is located to the south.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
N/A since it is public ROW
(Attach zoning compliance certificate, if applicable)
®Yes ❑No El NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property? Rr-CEIVED
<Form continues on next page> JUN 112018
[)CM-MHD CITY
2 2-80a8-2808 1- 8 - £3A `1° ,n wwwnccoastaimanagement.net

fol4n DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
sheet flow
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the project is to install a new 8" in diameter waterline to provide utility service to the surrounding area abandoning the existing
8" by 255' utility pipe in place.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The proposed 8" waterline will be installed via 190 LF of directional boring beneath "The Swash" and surrounding wetlands. The
necessary bore pits on either end of the proposed boring will be constructed entirely on high ground( See Permit Drawing Sheet
2 of 4) .
d. List all development activities you propose.
The proposed work only involves the installation of the new 8" in diameter waterline.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? - 260 LF ❑Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
sheet flow
JUN 112018
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes
QAhAtMkiE) CITY
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION .br -
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Village Point Methodist Church Phone No.
Address 1392 Village Point Rd. SW; Shallotte, NC 28470
Name Hammocks @ Shallotte Pointe LLC Phone No.
Address 55 Leven Links Lane Pinehurst, NC 28374
Name Danny E Stanley Phone No.
Address 5427 Main St.; Shallotte, NC 28459
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
GP 69705-D, NCDOT, 12-30-16 USACE Action ID SAW-2016-02323, NW-12, 05-22-2018
GP 69704-D, NCDOT, 12-30-2016
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 06/11/2018 Print Name Sean Farrell
Signature , ".V, d4A&&
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development RECEIVED
❑DCM MP-4 Structures Information
JUN 112018
DCM-MHD CITY
252-808-2808 .. 1-888-4RCOAST .- www.nccoastalmanagement.net

SR 1145 Village Point Rd.
ry
SR 1145 Vicinity Map
UE
A
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im
72
310
iddie Dam
Project Site _Jf
Sh
Point
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TFIRW
ell
pa
- - — - - - - - - - railef
PIk
May 31, 2018
— Surface Water Classifications
River Basins
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0
C=?
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00
1:18,056
0 0.17 0.35 0.7 mi
0 0.3 0.6 1.2 km
CopyrightV 2013 National Geographic Society, i-cubed
NCDENR Div. Water Resources
NCDENR - Division of Water Resources I Copyright:® 2013 National Geographic Society, i-cubed I

STATE OF NORTH CAROILINA
N DIVISION OF HIGHWAYS
U
BR UNS WICK CO LINTY
LOCATION. CULVERT CROSSING OF THE SWASH
ALONG SR-1145 (VILLAGE POINT ROAD) NORTH OF
VTHE INTERSECTION OF GARNER STREET SW
jRv TYPE OF WORK: WATER LINE RELOCATION
O WAT ,ACTS P,.
�
�
o
1
17.BP.3.C.:
PERMIT DRAWING
SHEET 1 OF 4
GRAPHIC SCALES
30 `I 250_.-30 10}1°p° DAVID LEONARDPE DIVISION PROJECT TEAM LEADr'—HNTB .,......o ,... R
PLANS
KEVIN G. BOWEN, PE DlV. CONSTR UCTION ENGINEER
30 IS 0 30 100
LONNY A. SLEEPER DIVISION UTI= ENGINEER
PROFILE (HORIZOKTAL) — ZDEA PE PROJECT 6NGINRIfR •~P e
10 3 0 10 7o ROBERT VALISE, PE DlV. MAINTENANCE ENGINEER
Tr�.-�._._...� S1M POR57ER PROIRCT DSTIGAYR
■ R R R ■ R'ERR R7HM PROJECT U1/JIfY COORDINATOR
PROFILE (VERTICAL)

` + C.
c
WETLAND & STREAM IMPACTS �8� ••���
:•�.: :::i::. W.1Cf
B" WATER LINE - 35 LF A 2011
NAD 83�N
PROP 11.25° BEND. PROP 45° BEND
l STA 1+34.4 RT 15. 6' ROTATE AS NEEDED
WL STA 0+36 PROP 11.25" BEND. L STA 3+44.7 AT 16.6'
8" WATER LINE - 35 LF L 2TA 2+23.6 AT 15.6' PERMIT DRAWING
WL {TA 2+28.7 SHEET 2 OF 4
PROP 45° BEND -
ROTATE AS NEEDED
L STA 1+05.2 RT 15 E •
"v. 5
� � +00
-- I _..... - - - °
_7 _
t END PRO► WATER LINE. UTILITY OWNERS ON THIS PROJECT:
TIE-IN TO EXISTING W/ PROP
BORE PIT SIZE BRUNSWICK BOUNTY PUBLIC UTILITIES
DETERMINED BE
fi" VALVE - 1 EACH UTILITY: 8' WATER LINE
CONTRACTOR L STA 3+56.8 AT 27.8' CONTACT: CORV SUMNER
��- WL STA 2+69.2 PHONE: [phone]
THE ESTIMATED QUANTITY OF
BEGIN PROP WATER LINE.
DUCTILE IRON WATER PIPE FITTINGS
TIE-IN TO EXISTING W/ ABANDON B" UTIIITV PIPE - 255 LF ON THIS PLAN SHEET IS 880
L STA 0+97.4 AT 19.3 POUNDS. THE ACTUAL OUANT ITV AND
WL STA 0+10 TYPE OF FITTINGS WILL VARY BASED
O 6" WATER LINE - 190 LF ON FIELD CONDITIONS.
BORE PIT SIZE DIRECTIONAL DRILLING OF 8" WATER LINE - 190 LF
DETERMINED BY
CONTRACTOR
tl
40 W 40
ttr W L s.
30 "+ 30
20
$0 - BEGIN PROP WATER LINE. - ,...� NOTES:
TIE-IN TO EXISTING t .1, OPEN TRENCH CONSTRUCTION SHALL
L STA 0+97.4 AT 19.3' END PROP WATER LINE. PROVIDE 3 FEET MINIMUM COVER TO
WL STA 0+10 EX. - - TIE-IN TO EXISTING -'� TOP OF PIPE. 10
lO GRADE - W/ PROP B" GATE VALVE
;2. TRENCHLESS INSTALLATION SHALL
L STA 36 AT 27.8 PROVIDE 10 FEET MINIMUM COVER
2+
WL STA 2+89.2 _ FROM BOTTOM OF DRAINAGE TO TOP OF
PIPE.
O - 3. WATER MINIMUMI OF 4NE HALL BE FEET INSIDETHE
A 0
PROP 11.25°BEND EXISTING RIGHT OF WAY.
PROP 11.25'8END ROTATE AS NEEDED 4. EXISTING PIPE AT TIE-IN LOCATIONS
ROTATE AS NEEDED 10' MIN ARE ESTIMATED BASED ON TEST HOLE
L STA 1+34,4 AT 15. 8' L STA 3+23.6 RT 15. 8' REPORT PROVIDED BY OTHERS. -10
-10 74 LF @ WL STA 2+25.7 ELEV 2PE
WL
STA 0+36 ELEV = 0.0 60 LF @ 10' LOCATIONOBEFORE LSTARTING PWORK.
10' WL STA 1+70.4 - 5. ALL PROPOSED PIPE ELEVATIONS IN
PT ELEV .7'Y- PROFILE REFER TO CENTER OF PIPE.
WL STA 0+61 - 6. HOPE PIPE SHALL BE FIELD BENT -20
-20 PC ELEV - -7.9 39 LF R WITH A MINIMUM RADIUS = 50 X PIPE
O.D. OR PER MANUFACTURER
39 LF R = 200' WL STA T gry.7 - SPECIFICATIONS, WHICHEVER IS
PC EL i;•10 T l-+ GREATER.
WL STA 1+15.7 -30--
�0 PT ELEV - -10.7 20 0 a' 1 ---
0+00 1+00 2+00 3+00

WETLAND & STREAM IMPACTS
M Mf M0.
411p.D OSO�
8" WATER LINE - 35 LF A 2(0)»
NAD 83!N
PROP 45° BEND
PROP 11.25° BEND.
ROTATE AS NEEDED
L STA 1+34.4 RT 15.6'
L STA 3+44.7 RT /6.5'
WL STA 0+36
PROP 11.25° BEND.
L STA 3+23.6 RT is.6'
PERMIT
DRAWING
8" WATER LINE - 35 LF
WL STA 2+26.7
.,...W.,.o
SHEET 3 OF
4
PROP 45° BEND
ROTATE AS NEEDED
L STA 1+05.2 RT 15Ar
5+00
-
END PROP WATER LINE.
UTILITY OWNERS ON THIS PROJECT:
BE TIE-IN TO EXISTING W/ PROP
IT I
PLINEC UTILITIES
DETERMINED BY S" VALVE - 1 EACH
UTILITYICKB�OWATERUNTY
BRUNO'!
�►M�
CONTRACTOR L STA 3+58.6 RT 27.8'
CONTACT: CDRY SUMNER
\
.M WL STA 2+69.2
PHONE: [phone]
1�
m
THE ESTIMATED QUANTITY OF
• "
BEGIN PROP WATER LINE.
DUCTILE IRON WATER PIPE FITTINGS
TIE-IN 70 EXISTING W/
\
ABANDON 8" UTILITY PIPE - 255 LF
ON THIS PLAN SHEET IS A660
NT
POUNDS THE ACTUAL QUANTITY AND
L STA 0+97.4 RT 1B.3
WL STA 0+70
TYPE OF FITTINGS WILL VARY BASED
S" WATER LINE - 190 LF
ON FIELD CONDITIONS.
BORE PIT SIZE
DRILLING OF 8" WATER LINE - 190 Lf
DETERMINED BY
�DIREC7IONAL
CONTRACTOR
40
40
_
NO
30
A
30
_7 {
#L#
20
20�
NOTES:
BEGIN PROP WATER LINE.
..7
.:-_
10
TIE-IN 70 EXISTINGTI
L STA 0+97.4 R7 19 3
WL STA 0+10 E%.
END PROP WATER LINE.
r TIE-IN TO EXISTING $
GATE VALVE
1. OPEN TRENCH CONSTRUCTION SHALL
PROVIDE 3 FEET MINIMUM COVER TO
TOP OF PIPE,
10
- GRADE
I W/ PROP 8"
L STA 3+58.6 RT 27 8'
2. TRENCHLESS INSTALLATION SHALL
PROVIDE 10 FEET MINIMUM COVER
-
WL STA 2+69.2
FROM BOTTOM OF DRAINAGE TO TOP OF
0
`-
-�`
-.
PIPE.
A
3 WATER LINE MINI MUA OF 4HFEET ALL B INSIDETHE
0
I
PROP 11.25°BEND
E%ISTING RIOMT OF WAY.
4. EXISTING PIPE AT TIE-IN LOCATIONS
PROP 11.25°BEND
10' MIN
ROTATE AS NEEDED
ARE ESTIMATED BASED ON TEST HOLE
ROTATE AS NEEDED
L STA 3+23.8 RT 15. 6'
REPORT PROVIDED BY OTHERS.
-10
-10
L STA 1+34.4 RT 15.6,
-
74 LF @ WL STA 2+26.7 ELEV = 2
VERIFY
LSTARTING PWORK.
WL STA 0+38 ELEV = 0.0 60 LF @
10'
LOCATIONOBEFORE
10'
WL STA 1+70.4
5. ALL PROPOSED PIPE ELEVATIONS IN
PT ELEV -7.9
PROFILE REFER TO CENTER OF PIPE.
PC STA
39
'
LF R = 200'
8. BE
-20
-20
ELEV0.877.9
WITH AIPE MINIMUMLRADIUSELD50EXTPIPE
O.D. OR PER MANUFACTURER
39 LF R = 200'
WL STA
1+35.7
SPECIFICATIONS, WHICHEVER IS
PC ELEV
= -10.7
GREATER.
-30
WL STA 1+15.7
-30
PT ELEV =
-10.7 20.0
LF
@ 0'
0+00
1+00 2+00 3+00

WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETILAND IMPACTS SURFACEWATER
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 0+00 to 5+00
EXISTING 3 @ 48" RCP
TOTALS':
'Rounded totals are sum of actual impacts
NOTES

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
May 16, 2018
Hammocks @ Shallotte Pointe LLC
55 Leven Links Ln.
Pinehurst, NC 28374
To Whom It May Concern:
JAMES H. TROGDON, III
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to relocate and 8" water line along SR 1145 (Village Point Road SW) via directional drilling
beneath "The Swash" (creek) located approximately 0.12 miles south of SR 1148 (Bill Holden Rd.
SW) in Brunswick County, NC. The attached plan sheets depict the proposed water line
installation. Please indicate your position or viewpoint on the proposed project and return the
completed form and any comments to: Mr. Stephen Lane, Division of Coastal Management, 400
Commerce Ave., Morehead City, NC 28557 or call [phone].
Should you have objections to the project, your comments must be received within 10 days of
receipt of this notice. No response within 10 days will be considered the same as no objection if
you have been notified by certified mail.
Sincerely,
Sean Farrell
Environmental Specialist, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Aluding Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Pax: [phone]
Customer Service: 1-877-368-4968
Wchstie: www.ncdol.gov
Date
RECEIVED
JUN 0 5 "?01$
DCM-MHD CITY
Locution:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647