85-17 Brunswick Regional Water & Sewer H2GO

Permit Class
NEW
STATE OF NORTH CAROLINA
y� Department of Environmental Quality
7 and
Coastal Resources Commission
_ Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
85-17
Issued to Brunswick Regional Water & Sewer 112GO, PO Boa 2230, Leland, NC 28451
Authorizing development in Brunswick County adi. to the Brunswick River, at 600 River
RoA Belville , as requested in the permittee's application dated /63 /17 (MP-1. MP-3 & MP4).
and 4/4/17 (MP-2) incl attached workplan drawings (15) as referenced in Condition No. I below.
This permit, issued on July 19, 2017 --, is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
ie subject to fines, imprisonment or civil action; or may cause me permit to De nuii ana
Effluent Outfall Pipe
1) Unless specifically altered herein, all development shall be carried out in accordance with the
attached workplan drawings (15), 3-9 of 9 dated May 2017, 7-11 of 21 dated October 2016, S-1.01 &
S-2.01 dated revised 4/04/17, & C-1.05 dated revised 4/5/17.
2) In order to protect juvenile shrimp and finfish populations, no in -water work shall be permitted
between February 1 and September 30 of any year without the prior approval of the Division of
Coastal Management & U.S. Army Corps of Engineers, in consultation with the appropriate resource
agencies.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2020
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
��: Braxton . Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
RECEIVED
JUL 2 4 2017
Signature of Permittee

Brunswick Regional Water & Sewer 112GO Permit No. 85-17
Page 2 of 6
ADDITIONAL CONDITIONS
3) Unless specifically altered herein, this permit authorizes the effluent outfall pipe structure, debris
deflector and warning signs, all as expressly and specifically set forth in the attached permit application
and workplan drawings. No other structure, whether floating or stationary, shall become a permanent
part of this structure without permit modification. No non -water dependent uses of structures shall be
conducted on, in or over public trust waters without permit modification.
4) The alignment of the effluent outfall pipe and debris deflector structures shall adhere to the alignment
depicted on the attached workplan drawings. Any proposal to change the alignment may require a
modification of this permit. Contact a Division Representative at [phone] for this determination.
5) The authorized effluent outfall pipe crossing all waterbodies shall be installed by way of a directional
bore. Any other method of installation shall require a modification of this permit.
6) The effluent outfall pipe shall be installed a minimum of 2 feet below the existing substrate in the
Brunswick River, as depicted on the attached workplan drawings.
7) The debris deflector/warning sign pilings shall be installed as indicated on the attached workplan
drawings, and shall conform with any and all appropriate regulations governing such structures, including
but not limited to marking and lighting requirements of the N.C. Wildlife Resources Commission and/or
the U.S. Coast Guard.
8) The permittee shall maintain the authorized debris deflector/waming signs in good condition and in
conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement
if he abandons the permitted activity without having it transferred to a third party.
9) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
10) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
12) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to prevent
its movement from the approved alignment by wave or current action.
13) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl or broken concrete.
14) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
15) No Coastal Wetlands shall be excavated or filled. RECEIVED
JUL 2 4 2017
DCM- MHD CITY

Brunswick Regional Water & Sewer 112GO Permit No. 85-17
Page 3 of 6
ADDITIONAL CONDITIONS
16) The temporary placement or double handling of excavated or fill materials within waters and Coastal
Wetlands is not authorized.
Spoil Disposal
17) All excavated materials shall be confined above mean high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
18) No spoil material is to be placed within 30 feet of the normal high water line.
19) The spoil disposal area shall be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities.
U.S. Army Corps of Eneineers Conditions
20) Pipeline/utility line construction through jurisdictional waters and wetlands will be accomplished
utilizing directional drilling/boring methods to the maximum extent practicable.
21) Temporary discharge of excavated or fill material into wetlands and waters of the United States will be
for the absolute minimum period of time necessary to accomplish the work. Temporary discharges will
be fully contained with appropriate erosion control or containment methods or otherwise such fills will
consist of non -erodible materials.
22) Excavated materials shall be returned to the excavated areas and any remaining materials shall be
disposed of in uplands, unless the Corps authorizes disposal in waters of the United States.
23) Cleared wetland areas shall be re -vegetated to the maximum extent practicable with native species of
canopy, shrub, and herbaceous species. Fescue grass shall not be used.
24) Use of rip -rap or any other engineered structures to stabilize a stream bed should be avoided to the
maximum extent practicable. If riprap stabilization is needed, it should be placed only on the stream
banks, or, if it is necessary to be placed in the stream bed, the finished top elevation of the riprap should
not exceed that of the original stream bed.
25) When directional boring or horizontal directional drilling (HDD) under waters of the United States,
including wetlands, permittees shall closely monitor the project for hydraulic fracturing or "fracking."
Any discharge from hydraulic fracturing or "fracking" into waters of the United States, including
wetlands, shall be reported to the appropriate Corps Regulatory Field Office within 48 hours.
Restoration and/or compensatory mitigation may be required as a result of any unintended discharges.
26) Upon completion of work that involves temporary stream impacts, streambeds are to be restored to pre -
project elevations and widths using natural streambed material such that the impacted stream reach
mimics the adjacent upstream and downstream reach. The impacted area shall be backfilled with natural
streambed material to a depth of at least 12 inches or to the iGEffi0iff;pmpacted area if
shallower than 12 inches.
JUL 2 4 2017
DCM- MHD CITY

Brunswick Regional Water & Sewer H2GO Permit,No. 85-17
Page 4 of 6
ADDITIONAL CONDITIONS
27) Upon completion of work involving temporary stream bank impacts, stream banks are to be restored to
pre -project grade and contours or beneficial grade and contours if the original bank slope is steep and
unstable. Natural durable materials, native seed mixes, and native plants and shrubs are to be utilized in
the restoration. Natural designs which use bioengineered and/or geo-engineered methods are to be
applied.
Conditions for Effluent Discharee Pipe
28) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements therein. The guidelines can be found at http://www.fws.gov/nc-
es/mammal/manatee_guidelines.pd£
29) Best Management Practices proposed in the applicant's letter dated June 2, 2017 shall be implemented,
to include all efforts to avoid toxicant input into waters of the U.S. and deployment of a sediment control
fence, silt curtains, or other turbidity control methodologies shall be conducted as depicted on Drawing
S-1.01 of the attached plans.
30) The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the permittee will be required, upon due
notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or
obstructions caused thereby, without expense to the United States.
31) Approval of the structure is based on determinations that there would be no obstruction to navigation.
The structure may be damaged by wave wash from passing vessels. Issuance of this permit should not
be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats
will not be damaged by wave wash.
32) Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing
activities shall take place at any time in the construction or maintenance of this project, in such a manner
as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of
waters or wetlands.
33) Except as authorized by this permit or any USACE approved modification to this permit, no excavation,
fill or mechanized land -clearing activities shall take place at any time in the construction or maintenance
of this project, within waters or wetlands. This permit does not authorize temporary placement or
double handling of excavated or fill material within waters or wetlands outside the permitted area. This
prohibition applies to all borrow and fill activities connected with this project.
34) The permittee, upon receipt of a notice of revocation of this pemrit or upon its expiration before
completion of the work will, without expense to the United States and in such time and manner as the
^
Secretary of the Army or his authorized representative may direct, restore the fiGe1VLtEr pre -
project condition.
JUL 2 4 2017

Brunswick Regional Water & Sewer II2GO Permit No. 85-17
Page 5 of 6
ADDITIONAL CONDITIONS
Upland Development
35) Unless specifically altered herein, this permit also authorizes the wastewater treatment plant and
associated utility lines and activities associated with the development of the above referenced project, all
as expressly and specifically set forth in the attached permit application and workplan drawings. Any
additional land disturbing activities and/or construction may require a modification of this permit.
Contact a Division of Coastal Management representative at [phone] for this determination.
Stormwater Mana¢ement
36) A stormwater management permit from the Division of Energy, Mineral and Land Resources shall be
required for portions of the authorized project. A copy of the stormwater management approval shall be
obtained and a copy provided to the Division of Coastal Management prior to the initiation of any
development activities authorized by this permit. - EGE1
Erosion & Sedimentation Control JUL 2 4
37) In order to protect water quality, runoff from construction shall not visibly increase the anDeM£ M H
suspended sediments in adjacent waters.
38) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
39) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environmental Quality, Land Quality Section, 127 Cardinal Drive
Extension, Wilmington, NC 28405.
General
40) No open water areas shall be excavated outside the alignment depicted on the attached workplan
drawings.
41) The permittee and/or his or her contractor shall meet with a representative of the Division and U.S.
Army Corps of Engineers prior to project initiation.
42) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
43) No work shall take place on any property until such time as the pemuttee has obtained legal authority
(i.e. deeds, easements, right-of-way encroachment agreements, etc.) for said property.
IT

Brunswick Regional Water & Sewer 112GO Permit No. 85-17
Page 6 of 6
ADDITIONAL CONDITIONS
44) Relocation of water mains will require engineered plans and specifications to be submitted to the N.C.
Division of Water Resources, Public Water Supply Section, for review and approval before placing the
project into service. Submit engineered plans and specifications to the Department of Environmental
Quality, Division of Water Resources, Public Water Supply Section, 127 Cardinal Drive Extension,
Wilmington, NC 28405.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers assigned the proposed project Action ID No. SAW-2017-
00627.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification No. 4097 (DWR Project No. 2017-0500), issued 6/2/17.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.
RECEIVED
JUL 2 4 2017
DCM- MHD CITY

*Lti
UCM MP-1
APPLICATION for --
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Brunswick Regional Water & Sewer H2GO
Brunswick H2GO Reverse Osmosis WiP Effluent Outfall
Applicant 1: First Name
MI
Last Name
Bob
Walker
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
516 Village Rd NE
2230
Leland
NC
ZIP
Country
Phone No.
FAX No.
28451
910-371-9949 ext.106
Street Address (if d llerent from above)
City
State
ZIP
(same)
Email
[e-mail]
2. AgentContractor Information
RECEIVED
Business Name
Mogensen Mitigation Inc (Mmi-Rjga)
Agent/ Contractor 1: First Name
MI
Last Name
Gerald
Pottem
Agent/ Contractor 2: First Name
MI
Last Name
Richard
Mogensen
Mailing Address
PO Box
City
state
104 East Chestnut Ave
Wake Forest
NC
ZIP
Phone No. 1
Phone No. 2
27587
919 - 556 - 8845 ext. (Gerald)
704 - 576 -1111 ext. (Rich)
FAX No.
Contractor #
Street Address (d different from above)
city
State
ZIP
same
Email
[e-mail]
a �iY�ri�
<Form continues on back>
MAR 0 7 2017
252-808-2808 :: 1.888-4RCOAST :: www.necoastaimanagement.net

Form DCM MP-1 (Page 2 of 5)
RECEIVED
APPLICATION for
Major Development Permit
APR 18 2017
3. Project Location DGM- MHEI CITY
County (can be multiple)
Street Address
State Rd. #
Brunswick
600 River Rd SE
NC-133
Subdivision Name
City
State
Zip
Belville
NC
28451 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
048CA02003,048CF008,048CB001,048CB00101,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Brunswick River
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
Brunswick River
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Belville
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Easement width at Brunswick River = 35 feet
Discharge line easement from NC-133 to river bank = 0.53
acre
c.
Size of individual lolls)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(It many lot sizes, please attach additional page with a list)
0 to 25 ft ❑NHW or E NWL
e.
Vegetation on tract
River discharge site: Mowed utility easement, except for marsh/scrub vegetation (fresh to low -salinity brackish) at river
bank (Morelia, Ligustrum, Phragmites, Panicum, Gelsemium). Also additional roadside and off -road utility corridors along
US-17, Ploof Rd, Chappell Loop Rd, Two Pines Rd, Morecamble Blvd, and River Rd. Mostly mowed scrub and lawn.
f.
Man-made features and uses now on tract
Discharge site: Existing wastewater pump station adjacent to NC-133, with buried wastewater effuent outfall extending into
river. The effluent line corridor from the WTP site to NC-133 is mostly alongside public roads (10,600 ft), except for an off -
road easement through residential neighborhoods between Chappel Loop Rd and NC-133 (5,900 ft). The proposed line will
be installed alongside the existing WWTP discharge line in the existing easement.
g.
Identify and describe the existing land uses adlacent to the proposed project site.
Roadside corridors, WTP to Chappell Loop Rd: Mixed industrial, commercial, residential, and vacant land. Off -road corridor
(Chappel Loop Rd east to NC-133): Residential development and forested wetlands. River discharge easement (NC-133 to
river): New residential development to the north (under construction 2016-2017) and mixed hardwood/pine forest and marsh
to the south.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
R10 Residential
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑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 H involve a []Yes ®No ❑NA
National Register listed or eligible property? RECEIVED
<Form continues on next page>
DCM WILMINGTON, NC
LIAR 0 7 2017
252-808.2808 :: 1.888.411COAST :: www.nccoastalmanagement.net

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
br-
m. (i) Are there wetlands on the site? ®Yes ❑No
(it) Are there coastal wetlands on the site? ®Yes []No
(iil) 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.
The existing H200 municipal wastewater treatment plant (formerly Belville W WTP) is a conventional tertiary treatment plant
located on Chappel Loop Rd, with a discharge line into the Brunswick River. The proposed effluent discharge line for the
reverse osmosis (RO) water treatment plant will be intalled in the existing easement alongside the W WTP discharge line.
The two effluents cannot be combined prior to discharge due to differences in NPDES compliance monitoring.
o. Describe existing drinking water supply source.
1-12GO currently purchases treated water from Brunswick County's Northwest Water Treatment Plant on the Cape Fear River.
p. Describe existing storm water management or treatment systems.
The proposed discharge alignment follows mostly along roadsides adjacent to developed land with stormwater ditches
draining into into Jackeys Creek and unnamed tributaries of Brunswick River. Some newer development has stormwater
ponds and other BMPs, but these are not within the proposed construction corridor and will not be affected. There is no
existing stormwater management structure in the project vicinity at the riverbank.
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 proposed WTP will produce potable water for the 1-12GO service area (Leland, Belville, Navassa, and adjacent areas)
from brackish groundwater aquifers that are not currently tapped for any other uses. 1-12GO will no longer routinely use
Brunswick County for water supply; this will free up approximately 2 MGD (current daily demand) of Brunswick County water
for other customers. At the design capacity of 4.0 MGD, the WTP will require about 5.0 MGD of raw groundwater and will
discharge about 1.0 MGD of RO wastewater with a salinity and major ion composition similar to seawater. The diffuser to be
installed 360 ft offshore from the west bank of Brunswick River will employ four ports with rubber "duckbill" valves to ensure
rapid mixing of the effluent, more than 40x dilution within 10 meters from the diffuser.
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.
"' See attached supporting text:
d.
List all development activities you propose.
The project components addressed in this CAMA Major Permit application include: 1) approximately 17,150 feet of buried
effluent discharge line from the proposed WTP on Gregory Rd eastward to the west bank of the Brunswick River; 2) 400 ft of
buried effluent discharge line from the river bank eastward to the discharge point; 3) a 35-ft long diffuser pipe anchored to the
river bed, with four discharge ports extending one ft above the river bottom; and 4) a row of pilings to mark the diffuser
location and to support a debris deflector. The permit cover letter summarizes the additional components of the overall water
supply project (wells, raw water lines, and treatment plant); these will be permitted under a separate CAMA General Permit
and Section 404-401 Nationwide Permit.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New project, partially using an existing
wastewater effluent right-of-
way/easement.
f.
What is the approximate total disturbed land area resulting from the proposed project? 7.5 ❑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?
RtUClvcv
APR 18 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
252.808.2808 :: 1-888-4RCOAST :: www.necoastalmanagement.net

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
Describe location and type of existing and proposed discharges to waters of the state.
The existing H2GO municipal wastewater treatment plant (formerly Belville W WTP) is a conventional tertiary treatment plant
located on Chappell Loop Rd, with a discharge line to the Brunswick River and a diffuser located 360 It offshore, at Let =
34.2183, Lon =-77.9784. The proposed effluent discharge line for the reverse osmosis WTP reject water will terminate at a
4-port diffuser located 150 ft south of the existing W WTP effluent diffuser, and about the same distance offshore. The RO
WTP discharge will have an expected salinity of 25 to 32 g/L, slightly less than seawater, and within the natural range of
salinities observed in the Brunswick River. The effluent will not contain treated municipal wastewater.
I. Will wastewater or stonnwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ❑NA
j. Is there any mitigation proposed? UTes t6JN0 Ur r
If yes, attach a mitigation proposal.
<Form continues on back>
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) — (0 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 D.R. Horton Inc. Phone No.
Address 503 Wando Park Blvd S #200, Mount Pleasant SC 29464
Name NC State Ports Authority Phone No.
Address P.O. Box 9002 Wilmington, NC 28402
Name Bettye. Cheshire Phone No.
Address 884 Cheshire Rd, Rocky Point, NC 28457
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pennittee, and issuing dates.
NPDES Permit — See Supporting Text
PL/1 P'r�i�w
Erosion 8 Sedimentation Plan — See Supporting Text n L e✓ C I V C D
Waters of the State Easement for Subaqueous Pipeline -- See
Supporting Text APR 18 2017
h. Signed consultant or agent authorization form, If applicable.
i
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 Environments ' y d.
WZ
u
DC�A WILMINGTON, NC
MAR n 7 947
252-808.2808 :: 1.888-4RCOAST :: www.nccoastaimanagament.net

ur/
Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
7. Certification and erMiS
ion t0 Enter on Land
I understand that any permit issued in response to this application 11 allow only the development described in 'he"
The project will be subject to the conditions and resUicGons contained in the permit.
I certifyI t 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 MARCH 2O17 Print Name _ Gerald Pottern, Mogensen Mitigation Inc. —
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
®DCM MP-4 Structures Information
RECEIVED
APR 18 2017
DCM- MMD CITY
RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
252-808.2808 .. 1-868-4RCOAST .. www.nccoastalmana0ement.n0t

Al
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
REC,_; VE0
DCM WILMINGTON, N,,
APR 062017
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
124 ft (top)
Width
40 ft (top)
Avg. Existing
9.6 ft at
Depth
Diffuser
9.6 ft at
Final Project
Depth
Diffuser
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
470 cu.yds based on trench excavation dimensions shown in
Drawings
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas'
Excavate trench to install main diffuser header and connect it to
the HDD-installed effluent line. Diffuser header and piping to be
installed below river bottom with four 3-inch size duckbill type
diffuser protruding - 1 foot above the river botom
2. DISPOSAL OF EXCAVATED
Type of material to be excavated.
River bottom sediment, sand & silt & organic material, no
aquatic plants or shell bottom. Excavation to be - 5.5 feet
below the existing river bottom.
d. High -ground excavation in cubic yards.
Not Applicable
a. Location of disposal area. b.
The excavated material will be disposed of at property
owned by Brunswick Regional Water and Sewer near the
wastewater treatment plant. The disposal area location is
shown on the attached figure to this forth.
c. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
RECEIVED
APR 18 2017
DCM- MHD CITY
❑This seciyon not applicable
Dimensions of disposal area.
Disposal area will be a rectangle approximately 100 feet
wide by 200 feet long. Silt fence to be place around the
material.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ii) If yes, where?
Not necessary; one-time excavation.
e. (1) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
252-808.2808 :: 1.888.4RCOAST :: www.nccoastalmanapement.net revised: 12/26/06

Ill
Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
RECEIVED
DCM WILMINGTON, NC
number of square feel affected.
❑CW N/A ❑SAV WA ❑SB N/A
❑WL ®None
(it) Describe the purpose of disposal in these areas:
N/A
3. SHORELINE STABILIZATION
'fililiggLysidpirnent is a wood gran, use Ml — Stnrdurw)
a. Type of shoreline stabilization
[]Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other.
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfll _ Riprap
Breakwater/Sill Other
i. Source of fill material.
APR 0 6 2017
®This section not applicable
b. Length:
Width: _
d. Maximum distance waterward of NHW or NWL
f. (t) Has there been shoreline erosion during preceding 12
months?
[]Yes ❑No []NA
(ii) If yes, slate amount of erosion and source of erosion amount
information.
h. Type of fill material.
APR 18 2017
DC"?1si.- V.HD CITY
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization) ,
a. (p Will fill material be brought to the site? ®Yes ❑No DNA b_ (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 470 cu.vds
(iii) Dimensions of fill area 124 It (top) x 40 ft (top) x 5.5 ft
deep
(iv) Purpose of fill
Bacicfill excavated trench over RO line and diffuser pipe
with stone fill and rip rap. Drawings provide specified
materials to be used.
a. How will excavated or fill material be kept on site and erosion
controlled?
Excavated river bottom material (sand and silt will be placed on a
barge (with a skirt), transferred to trucks by Contractor
determined methods and hauled to the Owner's disposal site.
Trench back ill material will be trucked in, transferred to the
barge and deposited in the trench. Badrfill material will be more
stable and erosion resistant than the existing sand/silt/much
sediment removed. River bottom elevation to be approximately
the same as existing elevation after work is completed
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑WL ®None
(it) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhce, or hydraulic dredge)?
Trench to be excavated with dragline, clamshell, or crane from a
barge. Divers to assist in direction pipe pull from the water and
in placing diffuser pipe and installing diffusers. Trench backfill
also to be deposited into the trench from a barge into the
trench using clamshell or barge crane. A turbidity curtain with
temporary pilings will be used as part of construction as shown
on the Dravdngs.
252-808-2808 :: 1-888-4RCOAST :: www.nccoostalmanagement ne_t revised: 12/26/06

,IECEIVED
%CM WILMINGTON, NC
APR 0 6 2017
w
Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
c. (i) Will navigational ads be required as a result of ate project? d.
®Yes ❑No ❑NA
(o) If yes, e)#an wtat type and hm they vak be onplerrteMed.
Pilings, signs, and solar IigtNtg are desabed of Itie penrtd text
and sltowm in the Dwfftgs Signs and solar lighting to be
attached to permanent p4ugs. Terrpwrary pdutgs to also have
tempormy solar ligttting attached until pings removed.
Brunswick H2G0 Reverse Osrrosis WTP Effluent Outlet)
Date
April 4, 2017
Project Narne
Brunswick Regional Water & Sewer H2GO, Bob Walker
Applicant Name
Gerald Pottern, agent for H2GO
Applicant Signature
(i) Wig v eaands be crossed in transporting equipment to protect
site? ❑Yes XNo DNA
(o) If yes, explarn steps that wilt be taken to avoid or mnrnae
erwironrnental impacts.
Barge and related equipment will be launctied from Contractor
determined Iocatm on the Cape Fear or Bru nswrck River and
travel on the water to the diffuser rtsfalam location. The PVC
RO pipe will be fused on the land and then floated on the wafer
for ripe pup tack rtstalation. The fused pipe woll elevated to
pass over the wetland area When the pipe is Boated out on the
water
RECEIVED
APR 18 2017
DCM- IVHD CITY
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanau 111111 12dfM

Form DCM MP-3 RECEIVED
UPLAND DEVELOPMENT = 18 2017
(Construction and/or land disturbing activities)
^!!D CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Buried effluent pipeline, 17,450 [in. ft. from WTP to River
diffuser
c. Density (give the number of residential units and the units per
acre).
NA
e. If the proposed project will disturb more then one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(it) If yes, list the date submitted: March 28, 2017
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
none
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
none
j. Describe proposed method of sewage disposal.
NA
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
The proposed effluent discharge line for the WTP process
wastewater will terminate at a diffuser located 150 ft
south of the existing Belville W WTP effluent diffuser (Lat
34.2183, Lon-77.9784). The new discharge will have an
expected salinity of 25 to 32 g/L, slightly less than
seawater, and within the river's natural salinity range. It
will not contain municipal wastewater.
b. Number of lots or parcels.
NA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
15,520 ft open cut x 20 ft ave width disturbed = 7.5 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
NA
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
[]Yes ®No ❑NA
(f) If yes, list the data submitted:
k. Have the facilities described in Item (1) received state or local
approval?
❑Yes ❑No IINNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
RECEIVED
DCM WILMINGTON, NC
MAR 072017
252-808-28082 :: 1-888.4RCOAST :: wwwmccoastalmanasrement.net revised: 12126106

t0'
Form 0CM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
The proposed WTP will treat brackish groundwater from the
Lower PeeDee and Black Creek deep aquifers
(currently unused) obtained from five pairs of proposed
wells in the Leland area. This will not affect current or
future use of the overlying freshwater aquifer. H2GO
will no longer need to rely on Brunswick Courtly for its
regular water supply. An emergency water supply
connection between the systems will be retained.
o. When was the lot(s) platted and recorded?
The existing wastewater effluent discharge easement was
platted and recorded In Aug 1989.
06March 2017
Date'
Brudswick H2GO Reverse Osmtiais WTP Effluent Outfall.
Project Name. ' —
Brunswick Regional Water& Sewer H2GO, Bob Walker
Applicant Name
(agent)
Applicant Signature
n. (1) Will water be impounded? OYes ®No ❑NA
(ii) If yes, how many acres? NA
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
OYes []No ®NA
252-808.2808 = 9-888.4RCOAST :: 1N�rw-11 ��m9n.8i14.41 t,�S1-2t
RECEIVED
APR 18 2017
DCM- MILD CITY
RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
raviaad: 12i26i06

W
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
DECEIVED
APR 18 2017
DCM- MHD CITY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Publio/Government ❑Private/Community
®This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ❑No
c. (1) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? []Yes ❑No
(ii) Number
If yes:
(III) Length
(it) Number
(iv) Width
(Ili) Length
(v) Floating ❑Yes ❑No
(iv) Width _
(v) Floating []Yes []No
e. (i) Are Platforms Included? ❑Yes ❑No
f. (1) Are Boatlifts Included? []Yes []No
If yes:
If yes:
(ii) Number
(ii) Number
(III) Length _
(iii) Length _
IN) Width _
(iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from driphne dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ('Wet slipsl only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps: _
❑ Other, please describe:
I. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
❑Open water; no dredging required
[]Other; please describe:
k. Typical boat length:
m. (i) Will the facility have tie pilings?
❑Yes ❑No
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (1) Will the facility be open to the general public?
[]Yes []No
RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
252-e0e-2808:: 1-aas-4RCoasT :: viww.nccoastalmananement.net revised: 12/27/06

III
Foam DCM, MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout Give type and location: RECEIVED
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash. DCM- V i1 f D CITY
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
RECEIVED
m. Is the marina/docking facility proposed within a primary or secondary nursery area? DCM WILMINGTON, NC
❑Yes ❑No
MAR 0 7 2017
252-808-2806 :: i-888-4RCOAST :: www.necoastalmanagement.net revised: 12/27/06

WS01
Form DCM, MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable'
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliciGovernment ❑Private/Community
III) Number
(III) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b, Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS []This section not applicable
a. Is the structure(s): b. Number 4 ilin s
[]Commercial SPublic/Govemment ❑Private/Community
C. Distance to be placed beyond shoreline 360 ft d. Description of buoy (color, Inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present. Four pilings spaced approximately 12 feet apart, upstream
of diffuser, with HDPE cross -beams to deflect debris,
and solar -powered navigation lights to alert boaters.
RECEIVED
APR 18 2017
e. Arcoftheswing NA DCM- MHD CITY
RECEIVED
7. GENERAL DCM WILMINGTON, NC
MAR 0 7 2017
252-808-2808 :: 1-886-4RCOAST :c www.ncooastalmanaaement.net revised: 12127l06

Form DGM MP-4 (Strutturesr Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
360 ft east
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
150
e. (i) Will navigational aids be required as a result of the project?
®Yes ❑No ❑NA
(ii) If yes, explain what type and how they will be implemented.
The diffuser will not be visible from the water surface.
Pilings at diffuser ends will have navigation lights to indicate
an underwater hazard; see 6.d above.
b. Proximity of structure(s) to adjacent docking facilities.
360 It south
d. Water depth at waterward end of structure at NLW or NWL
10- 4
[]This section notapplica6le..
a. Give complete description:
The proposed effluent discharge line for the WTP process wastewater will directionally bored under the Brunswick River bed to
a point about 350 feet from shore and 150 feet downstream of the existing W WTP discharge. The east end of this line will
connect to a 35-foot long diffuser pipe anchored to the river bed, with four discharge ports spaced 11 feet apart. The
discharge ports will extend one foot above the river bed, angled upward and downstream at a 45 degree angle, each with a
Tideflex rubber "duckbill" valve to keep out sediment. Pilings placed at the diffuser ends will be marked to warn boaters of
this underwater hazard, and additional pilings will support a series of horizontal pipes to serve as a debris deflector.
06 March 2017 -
Date
Brunswick i Reverse Osmosis WTP Effluent Outfafl
Project Name R ECi E VC D
Brunswick Regional Water & Sewer H2GQ, Bob Walker
APR 18 2017
Applicant Name �f-—
(agent)./N�`�I/'WUV``,_-,_
DCM- MHD CITY
Applicant. Signature -
RECEIVED
I)CM WILMINGTON, NC
MAR 0 7 2017
252.8082808 :: f-8884RGOA3T :._ revised: 12i27ie6

WL.
µ PT11 Y, 4Vl11 v.,
Form DCM M13-1: 1-_- 18 2017
S.c. Construction Methods, Sequence, Equipment: DCW MHD CITY
The new RO concentrate line diffuser pipe will be installed via open cut technology for the majority of the new
line. Directional drilling will be used at four locations along the new RO concentrate line:
• The first will be at Station 65+39 near the intersection of Two Pine Road and Eastwood Lane as shown
on attached Drawings C-1.02 and C-1.03. This directionally drilled section will be approximately 700
feet long, beneath wetland GS.
• The second will be at Station 110+35 near the intersection of Highway NC 133 and Morecamble
Boulevard SE and Eastwood Lane as shown on attached Drawings C-1.04. This directionally drilled
section will be approximately 290 feet long.
• The third will be at Station 114+73 near the intersection of Highway NC 133 and the sewer lift station
as shown on attached Drawings C-1.04. This directionally drilled section will be approximately 140 feet
long.
• The fourth directional drilling section is described below and is the only drilling section related to an
Area of Concern under this CAMA major permit application (wetland GQ).
The fourth directionally drilled pipe will be from a location approximately 275 feet east of Highway 133 and
extend out approximately 800 feet to the submerged diffuser location. The proposed directionally drilled pipe
profile is shown on Drawing C-1.05. The drilling pit will be set up on a high point elevation of approximately 20
feet msl and will be approximately 10 feet higher than the 100 year floodplain elevation. Fused PVC pipe (16-
inch diameter) will be used with fusing occurring on the shore in the existing H2GO utility easement. The
drilling head will be advanced to the diffuser location. The PVC pipe will then be floated out onto the river and
prevented from significant movement using floating barge(s) and/or temporary wood piles. The fused pipe
will be pulled back from the water down into the borehole and back to the drilling pit in a controlled manner.
The pipe will be filled with river water as it is pulled to sink the pipe to the bottom. At the end of the pull, the
fused PVC pipe end will be located in the area where the 45-degree elbow is shown on the Plan Sheets. The
pipe end will be marked with a temporary float.
The river bottom diffuser profile and depth is shown on Drawing C-1.05. The diffuser assembly will be installed
"in the wet" by divers without the need for a cofferdam. A barge will be used to transport the 35-foot long,
HPDE diffuser assembly to the installation location. The diffuser assembly will include the 45-degree elbow
already attached. The bottom trench will be - 5.5 feet deep, 10 feet wide and 84 feet long. Top trench width
to be 40 feet and top length to be 124 feet. The trench will be excavated in the existing river bottom to allow
burial of the new diffuser assembly. Bottom trench excavation will be accomplished using a floating barge and
long reach excavator bucket or clam -shell bucket (- 3.5 feet wide).
A turbidity curtain will be installed surrounding the excavation and diffuser areas. A product cut sheet on the
proposed turbidity curtain is attached. The bottom of the curtain is approximately 1 foot off the river bottom
to avoid disturbing the river sediments in the curtain area. The turbidity curtain will be held in place by either
bottom anchors or temporary wood piles driven into the river bottom. The excavating equipment will reach
over the turbidity curtain.

Once the trench is excavated and leveled using leveling rods, the diffuser assembly will be lowered in place by
the crane and divers will manually guide the diffuser in position in the trench and connect the directionally
drilled plain end pipe to the 45-degree elbow. Connection details are showing in the attached Drawings. After
connection of the two pipes, the divers will connect the duckbill diffusers and then stone on the barge(s) will
be placed over the diffuser assembly to complete the installation. A product cut sheet on the diffuser
assemblies ("duckbill") is attached.
After the diffuser assembly is installed, the turbidity curtain will be removed. At this point the wood piles for
the debris deflector will be installed by a pile driver or wet jetting technique to a depth of 20 feet below the
river bottom with the top of the pile approximately 2 feet above high tide. The floating cross bars between the
wood piles would then be attached and the warning signs installed. The four deflector piles will be located
upstream of the approximate location of the four bottom diffuser duckbills thus identifying the location of the
bottom diffusers. Once the deflector piles are installed the construction would be complete. It is anticipated
that the direction drilling and diffuser installation work can be completed in approximately 3 to 4 weeks
(depending on weather).
5.f. Land Disturbance Area:
The entire length of the RO concentrate line is approximately 17,450 lineal feet (from starting point at WTP
fence line to river diffuser). Of this length, approximately 1,930 feet will be directionally drilled. Thus, the
length of line to be open cut is approximately 15,520 lineal feet. Based on an average open cut disturbance
width of 20 feet along the open cut areas of the project length (15,520 ft) and including some disturbance for
the directional drilling pits, the estimated land disturbance is 7.5 acres based on the attached drawings.
However, the middle segment of the project from US-17 eastward to the Belville W WTP (approximately 6,300
ft) is being permitted and installed separately along with a new wastewater forcemain, in order to minimize
construction impacts and costs. The two roadside ditch/stream crossings at Ploof Rd and Chappell Loop Rd are
within this middle segment; neither is a CAMA Public Trust Water. Subtracting the land disturbance in this
middle segment (2.9 acres) leaves 4.6 acres of "new" disturbed area.
5.g. Public Easement or Access Encroachment: 1-12GO's existing 30-ft wide effluent discharge easement from
NC-133 to the river is not open for public access to the river. Private lands border the effluent easement to
the north and south, and to the east it crosses the Brunswick River floodplain (FEMA 1% base flood elevation =
9 feet, NAVD-88) which is owned by the NC State Ports Authority. The State Ports parcel extends
approximately 90 feet inland from the outer edge of the tidal marsh in this area. The Cape Fear River Watch
serves as steward for a conservation easement on this parcel.
6.a. Project Narrative:
The proposed Brunswick 1-12GO Reverse Osmosis Water Treatment Plant (WTP) project is a potable water
treatment plant using groundwater from five pairs of proposed wells tapping into the Lower PeeDee and Black
Creek aquifers as sources. These aquifers contain brackish water and are not currently tapped for any other
uses. Furthermore, they are separated from the shallower freshwater aquifer above (Castle Hayne) by dense
confining layers. Withdrawal from the deep brackish aquifers should not affect existing or future private wells
tapping into the freshwater aquifers (Groundwater Management Associates, 2013). The new WTP will connect
to 1-12GO's existing water distribution system serving Leland, Belville, Navassa, and adjacent areas. 1-12GO will
no longer routinely use Brunswick County for daily water supply, although an emergency connection will be
maintained. This will free up approximately 2 MCa tcCEtj Qt( nand) of Brunswick County water for
other customers. 1(�RECEIVED
APR 18 2017 DCM WILMINGTON, NC
DCM- MHD CITY MAR 0 7 2917

The WTP will be built with a 4.0 MGD initial capacity, and may be expanded to 8.0 MGD if needed in the
future. The Reverse Osmosis (RO) process will use synthetic membranes and pressure to separate the raw
water into approximately 80 percent potable fresh water and 20 percent concentrated RO reject (saline)
wastewater. At 4.0 MGD operating capacity and 80% efficiency the WTP will require about 5.0 MGD of raw
groundwater and will discharge 1.0 MGD of RO concentrate water. Based on the measured salinities of the
two aquifers and expected RO treatment efficiency, the expected salinity of the RO reject wastewater to be
discharged into the Brunswick River will be 25 to 32 g/L, or about 75 to 95 percent of seawater salinity.
The proposed Brunswick River discharge site is the along the eastern edge of the H2GO service area, a tidal
river with bi-directional flow and salinities varying from nearly fresh to at least 24 g/L in the proposed
discharge area (Groundwater Management Associates, 2013) depending on tidal stage and freshwater inflow.
The river is 1500 ft wide and 10 to 14 ft deep (depending on tide stage) in the discharge area, 360 feet out
from the riverbank. It was artificially widened by the Army Corps of Engineers in the 1940s for storing retired
military ships, creating a "bench" on either side of the original 400 foot wide channel.
The proposed diffuser is a 35 ft long pipe anchored horizontally on the riverbed with four discharge port pipes
protruding one foot above the riverbed and angled downstream at 45 degrees to achieve rapid mixing. Based
on Cormix modeling under a variety of river flow conditions, the diffuser will achieve 40x or greater dilution
within the first 10 meters from the port outlets. A Tideflex® rubber "duckbill" valve on each diffuser port will
help keep out sediment. A row of four pilings will mark the diffuser location and support a debris deflector to
help protect the diffuser ports from boats, anchors, and drifting logs.
The effluent pipeline will extend approximately 17,150 feet from the proposed WTP site on Gregory Rd to the
west bank of the Brunswick River. The majority of it will be installed alongside roadways (Gregory Rd, US-17,
Ploof Rd, Chappel Loop Rd, and River Rd) and the remaining off -road segments will share the existing right-of-
way with Brunswick H2GO's existing Belville wastewater treatment plant (WWTP) effluent discharge line.
Most segments will be installed by trenching; other selected segments (including streams, ditches, wetlands,
and the riverbank and riverbed areas) will be installed by directional drilling. The staging area for drilling near
the riverbank will be above the 100-year flood hazard elevation of 9 ft (NAVD-88). The diffuser pipe and ports
structure will be carried to the diffuser site on a barge, river sediment will be excavated to the specified depth
(using turbidity curtains to contain turbidity), and the structure will be lowered to the bottom and connected
to the buried dischage line by construction divers. Excavated sediment will be taken to an upland site for
disposal, and concrete and ballast rock will be placed around the diffuser to anchor it. Construction methods
and sequencing are described further in Form MP-1 Section 5.c.
The ballast rock will provide a patch of hard substartum in a river reach dominated by silt and fine sand with
minimal hard bottom habitat. This ballast rock may provide habitat for estuarine mollusks, crustaceans,
bottom -dwelling fishes, and other aquatic life, although the low ambient oxygen concentrations that occur
periodically at the bottom in this area may limit the habitat benefits of the placed rock. Five benthic samples
collected from the proposed diffuser area in November 2013 using a LaMotte dredge (6 x 7.5 inches area x 3
inches deep) revealed very low abundance and diversity of benthic macroinvertebrates (William Kirby -Smith,
Duke Marine Laboratory, 2014). Two of the five samples yielded no macroinvertebrates, and the other three
samples yielded two Polychaete worms (Lumbineridae and Copitellidae), one Marsh clam (Rangia), and one
Amphipod (Gommaridoe). RECEIVED
RECEIVED
APR 18 2017 DCM WILMINGTON, NC
MAR 0 7 2017
DCM- MHD CITY

The sediment from all five samples was primarily silt, clay, and fine sand with 16 to 18 percent organic matter,
and exuded a hydrogen sulfide odor indicating anaerobic conditions. However, water quality samples taken in
November 2013 at 8 to 10 foot depth revealed dissolved oxygen concentrations in the 6 to 8 mg/L range, and
salinities in the 15 to 24 g/L (or PSU) range. Monthly salinity samples collected from Aug 2012 to Aug 2013 by
NC-DWQ at 3 ft depth and 1,000 ft upstream of the discharge site ranged from 0.1 to 13.9 g/L. These data
suggest a "salt wedge" effect in the Brunswick River, with seawater moving in and out with the tides in deeper
water, and freshwater from the Cape Fear River and other feeder streams occupying the upper layers. Storms
and seasonal dynamics (e.g. rapid surface cooling) result in occasional mixing of the layers. The artificial
widening of the river in the 1940s has probably contributed to anaerobic bottom conditions by reducing flow
velocities and increasing the hydraulic retention time.
A SEPA Environmental Assessment (EA) for the project was circulated among state and federal agencies during
2015. Review comments regarding potential impacts from the discharge were received from National Marine
Fisheries (F.Rohde), US Fish & Wildlife Service (J.Ellis), NC Natural Heritage Program (A.Weakley), NC Wildlife
Resources Commission (M.Dunn), DENR Wilmington Regional Office, NC Division of Coastal Management
(S.Staples), and NC Division of Marine Fisheries (S.Jenkins), among other agencies. After extensive
consultation with agency biologists, all were satisfied that the discharge and diffuser as proposed would not be
likely to adversely affect fisheries, shellfishes, wildlife, endangered species, or water quality in the receiving
stream. The increase in salinity will be small and localized, and the species exposed to it are euryhaline
species adapted to wide salinity fluctuations. Due to changes in the SEPA law in 2015, SEPA review was
cancelled before the EA-FONSI was finalized, but the SEPA review comments and applicant responses are
appended to this CAMA application.
This CAMA Major Permit application addresses the impacts of the effluent discharge line from the proposed
WTP on Gregory Rd to the proposed effluent diffuser in the river. This includes 10,600 ft of effluent pipeline
along roadways, 6,550 ft off -road within an existing wastewater easement through residential neighborhoods,
and 400 ft under the river bed. Plans and impact calculations presented herein are based on these project
components. However, the middle segment between US-17 and the Belville WWTP (6,300 ft) is being
permitted and built separately along with a parallel wastewater force main line, to minimize construction
impacts and costs. Other components of the WTP project not included in this application include the five well
sites (each 1.2 acres with two wells, a pump house, and perimeter fence), raw water lines from the wells to the
WTP (32,400 feet), the WTP site facilities, and potable water connector into the 1-12GO distribution system.
These will be permitted under a separate CAMA General Permit and Section 404-401 Nationwide Permit.
6.b. Site Plans showing proposed work and any previously authorized work.
Utility engineering drawing plan sheets for the entire RO concentrate line and the river diffuser are attached to
this permit application.
6.c. Project Location Maps.
Figures depicting the project location are attached to this permit application.
6.g. State or Federal Permits Issued or in Review.
The NPDES discharge permit application for the RO concentrate discharge into the Brunswick River was
submitted on April 13, 2016. A draft permit was issued for public review and a public hearing conducted on
January 12, 2017. Currently the permit is in final review and is expected to be issued near the end of April or in
early May 2017. RECEIVED RECEIVED
DCM WILMINGTON, NC
APR 18 2017 MAR 0 7 2017
CCM- MHD CITY

As part of the RO concentrate line project, an Erosion and Sedimentation Control Permit was submitted to the
NCDEQ Land Quality Section on February 28, 2017. A NCDOT Encroachment Agreement was also submitted to
NCDOT on February 28, 2017.
A Waters of the State subaqueous (river) easement for the directionally drilled pipe and diffuser pipe is being
submitted to the North Carolina State Property Office for approval by the Council of State simultaneously with
this CAMA Major permit submittal.
6.h. Agent Authorization Form.
See attached signed authorization form from Bob Walker, the Executive Director of Brunswick Regional Water
and Sewer H2GO.
6.1. Wetland Delineation Maps and Forms.
See attached figures and description in supplemental section of 404/401 permit on the following pages.
6.j. AEC Hazard Notice for Oceanfront & Inlet Areas.
Not Appiiacble.
6.k. NC State Environmental Policy Act (SEPA) Compliance.
The proposed project is exempt from the State Environmental Policy Act based on the SEPA Reform Act (HB-
795), as the project does not involve $10 million or more in state funding, and will not directly create
substantial, permanent impacts on more than 10 acres of public lands.
Form DCM MP-3:
d. Area to be graded or disturbed: See response to Form MP-1 Item 51. above.
e. Erosion & Sedimentation Control Plan: The erosion and sedimentation control plan was submitted on
February 28, 2017 to NCDEQ's Land Quality Division by the Wooten Company.
h. Site Development Plan: Not applicable. Utility construction does not require a site development plan.
Form DCM MP-4:
6. Proposed Pilings: Description, Number, Markings:
Attached Drawings C-1.05, 5-1.01, and S-1.02 depict a proposed river deflector upstream of the new river
bottom diffuser. Standard wood piles will be used to support a set of floating cross beams to deflect floating
debris towards the center of the Brunswick river and away from the bottom diffusers. Four permanent piles
will be installed through pile driving or wet jetting techniques to a depth approximately 20 feet below the
depth of the river bottom and extend approximately 2 feet above high tide. Warning signs will mark each of
the piles as shown on the detail on attached Drawing S-1.02.
RECEIVED
APR 18 2017
RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
DCM- M,HD CITY

Wr L_
TYPE 3 IMPERMEABLE TURBIDITY BARRIER 8" FLOAT in
PRODUCT SPECIFICATION SHEET
MANUFACTURER
Enviro-USA's Floating Turbidity Barriers (also known as Turbidity Curtains or Silt Curtains) create a barrier to prevent
turbid (cloudy) water from entering clear water. Floating Turbidity Barriers should be used to isolate active construction
areas within or adjacent to a body of water to control and contain silt and sediment.
APPLICATION: Type 3 Turbidity Barriers are ideal for tidal applications such as harbors, ports,
Shorelines, and offshore where wind, current and tide changes are present.
FLOATATION: 8" Polystyrene float with a buoyancy of 61 Ibs/ft=, sufficient to keep the barrier at a minimal
elevation of 3 inches above the water line.
SKIRT DEPTH: Skirt depth will be based on project requirements 3ft thru loft.
FABRIC: 22 ortyd' Nylon reinforced Vinyl Fabric (PVC) yellow in color, with UV inhibitors and a
minimum grab tensile strength of 500 lbs.
TOP TENSION CABLES: Dual (2 each) 5/16" galvanized top load carrying coated cables placed immediately below floatation
(one on each side of the curtain). Cables are finished off at ASTM aluminum connectors in order
to transfer and distribute any load across to other barriers. Breaking Strength is 10,000 lbs per
cable.
BOTTOM LOAD CHAIN: 5/16" galvanized ballast and bottom load carrying chain, placed at bottom edge of skirt. Chain is
finished off on both ends with stress plates and a 1 ton hook on one end and ring on other end, to
allow sections to connect quickly and transfer any load. Chain is enclosed in a pocket. Breaking
Strength 7,600 lbs. and weight is 1.00 lb/ft.
CONNECTOR/ENDS: Top 18" consist of ASTM Marine Grade Aluminum Universal Slide connectors and grommets for
lacing from below the connector to bottom edge of skirt. Extreme edges are reinforced with 5/8"
poly rope.
SEAMS: All horizontal seams are 100% heat welded and all vertical seams are 100% RF welded as
recommended by fabric manufacturers.
Added Features included: - Grab handle at every connector, Anchor point at connector, Zip -Ties for tying skirts
together, Private labeling on every section if desired. Initial set up fee for silk screen
on initial purchase.
DOT- COMPLIANT: Enviro-USA's Type 3 Turbidity Curtains are compliant with most D.O.T.'s Type 3
—Heavy Duty and or Tidal Water requirement,,.
RECM
Acoeseofles that may be required for your job:
Anchor Systems - In Water
Anchor Systems - On Land
Floating Marker Lights
Floating Tow Bridle
Piling Attachment System
Boom Separators
Absorbent Boom RECEIVED
Absorbent Pads WILMINGTON, NC
APR 18 Z017 "WE GUARANTEE THE LOWEST PRICE IN THE USA" MAR 0 7 2017
ENVIR0 USA • AMERICAN MANUFACTURER • PHONE: [phone] • WWW.ENVIRO-USA.COM
DCM- MHD CITY

t
i;

P
Tideft6n*.'Technical Data
Technologies
Tideflex® Widebill Effluent Diffuser
Features & Benefits
• Less expensive than standard duck bill check valve
• Improved dilution
• No need to oversize in order to reduce headloss
• No additional headloss at peak flow
Materials of Construction
• Available in Buna-N, Neoprene, EPDM
Tideflex Widebill Effluent Diffuser Valves are an innovative
choice for effluent diffuser systems. The newly patented
"widebill" check valve design has several unique benefits, the
most significant being cost savings. Widebill Tideflex
Diffusers are less expensive than a standard duck bill check
valve. Also, the all-elastomer construction is flexible and non -
fouling, making them suited for long-term, maintenance free
service.
Other major benefits of the Tideflex Widebill Effluent
Diffuser include:
• Elliptical Jet has greater width/depth ratio yielding better
dilution.
• Enhanced jet velocity at flows below peak flow for
improved dilution.
• No need to oversize Tideflex Diffusers to reduce headloss.
• No additional headloss at peak flow (same headloss as fixed-
diamter port/riser).
• Widebill diffusers open to and beyond nominal pipe diame-
ter at peak flow.
• Easily retrofit to existing diffusers without oversizing
Tideflex.
• Smaller diameter risers also compound the cost savings.
A 4" Tideflex Widebill Diffuser (left) next to a standard 4" Tideflex Diffuser (right).
RECEIVED
APR 18 2017
CCM- IV.HD CITY
RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
Tideflex Technologies • 600 N. Bell Are., Carnegie, PA 15106 USA • 412-279.0044 • Fax [phone] • www.tideflex.com

3.00' SHORT RADIUS 45' ELBOW
REINFORCED WITH INTERGRAL
METAL WIRE FOR STRENGTH
AND SHOCK RESISTANCE
Ll
�3.00
[7amm]
07.50' [191mm]
ER: XXX
No: XXX
3.OD' ANS 125/I50i RANGE DRILLING
4 HOLES 10.75' TNRU
ON A 06.00' BOLT CIRCLE
13.46' [342mm]
17.21' [437mn]
U
RECEIVED
o Z
APR 18 2017
I_
w
DCM- MHD CITY
v E
W� a
LL
DESCRIPTION MAT'LO
WIDE BILL TIDEFLEX DIFFUSER MUST BE SUPP ]ED
FLANGE BACK—UP RING IMUST BE SUPPLIED
NOTES:
1. MAXIMUM BACK PRESSURE MUST BE SUPPLIED
ENTER 0 IF PRESSURE IN HEADER CANNOT DROP BELOW
PRESSURE PRODUCED BY THE RECEIVING BODY OF WATER
ENGINEER: XXXX
PROJECT: XXXXX
QUANTITY: XX
HYDRAULIC CODE No: XXX
PRELIMINARY DRAWING
NOT FOR APPROVAL PURPOSES
SALES ORDER NO:TXX—XXXX
• 6nf N. BELL AVE.
Tl P`T CAR41
` 'V' RNE
Tec hn•I oq L es 41
PROPRIETARY NOTICE A Division of Red Valve Com n Inc. fox
HIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF TIDEPLEX TECHNOLOGIES. TF PRODUCT:3v SER. 35W WIDE BILL DIFFUSER
IT IS LOANED BY TIDER.EX TECHNOLOGIES, SUBJECT TO THE CONDIDONS THAT IT
AND THE INFORMATION EMBODIED THEREIN SHALL BE USED ONLY FOR RECORD TT PART No: 35DW-030—APPROVAL
AND REFERENCE PURPOSES. IT SHALL NOT BE USED OR CAUSED TO BE USED IN DR BY: DiU DATE: 11_18—OB C{k(0 BY:
ANY WAY PREJUDICIAL TO THE INTERESTS OF TIDEFIEX TECHNOLOGIES. B SHALL
NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, OR DISCLOSED TO ANYONE; FULL
WITHOUT THE DIRECT WRITTEN PERMISSION OF TIDEFLEX TECHNOLOGIES AND
SHALL BE RETURNED UPON REQUEST. ROT SCALE. 25IlDwG N•:trI T S—D
REE
3
lV
5410
ELBOW

4'`'
SUPPLEMENTAL INFORMATION -- Wetland Delineation and Impacts
Wetland Delineation & Impacts to Jurisdictional Waters:
Mogensen Mitigation Inc. (MMI) scientists delineated jurisdictional wetlands and waters along the effluent
pipeline corridor in January 2017 in accordance with the Atlantic and Gulf Coastal Plain Regional Supplement
(2010) to the Army Corps of Engineers Wetland Delineation Manual (1987), and related federal and state
guidance for distinguishing streams, ditches, and open waters.
The Brunswick H2GO effluent discharge pipeline corridor will cross one man-made ditch along Gregory Rd, two
ditched (channelized) streams along Ploof Rd and Chappell Loop Rd, one non -tidal freshwater wetland (mowed
shrub/scrub) between Windsor Drive and Morecamble Blvd, and one tidal low -salinity tidal wetland (shrub and
marsh) at the edge of the Brunswick River. Characteristics of these wetlands are listed below, and locations
are depicted on the attached figures. The only one of these features subject to CAMA regulation is the tidal
wetland at the edge of the river.
1) RPW Ditch @ Gregory Rd (Plan Sheet C-1.01): Man-made ditch, 8 ft wide, along south edge of WTP site,
drains westward into a tributary of lackeys Creek. USACE agent Emily Hughes examined this site in December
2014 and determined that it is a jurisdictional RPW "open water", neither a stream nor a wetland. The effluent
discharge line will be installed alongside the proposed WTP driveway by open trenching, with temporary
cofferdams and a pump to dewater the affected segment if necessary. The affected reach (including
cofferdams) will be approximately 20 ft of temporary impact. The driveway culvert will be permitted under a
separate 404-401 Nationwide Permit as part of the WTP and well system construction.
2) Ditched Stream @ Ploof Rd (Plan Sheet 10): Channelized stream, 6 ft wide, along, drains southward into a
tributary of Jackeys Creek. NCDEQ agent Chad Coburn has examined this feature on multiple occasions and
determined that it qualifies as a stream following NCDEQ methods. USACE has not yet examined it. The
effluent discharge line will be installed by directional drilling, and will not directly impact this feature.
3) Ditched Stream @ Chappell Loop Rd (Plan Sheet 11): Channelized stream, 8 ft wide, west of Belville WWTP
site, drains southward into a tributary of Jackeys Creek. USACE and NCDEQ have not made any jurisdictional
determination on this feature, to our knowledge. The effluent discharge line will be installed by directional
drilling, and will not directly impact this feature.
4) Wetland GS between Windsor Drive and Morecamble Blvd (Plan Sheet C-1.03): The existing discharge
easement (30 ft wide) crosses 650 feet of this wetland, which contains scrub and herbaceous vegetation within
the mowed easement. On either side of the mowed corridor is wet pine flatwoods, dominated by a mix of
pines, hardwood trees and shrubs. The new WTP effluent discharge line will be installed by directional drilling
alongside the existing WWTP discharge line, and will not directly impact this feature.
5) Wetland GQ at Edge of Brunswick River (Plan Sheet C-1.05): The tidal wetland fringe along the riverbank is
20 to 30 feet wide where the discharge easement crosses it, on the NC State Ports Authority parcel. Along the
upland edge this wetland is shrub -dominated (privet, bayberry, and woody vines) and towards the river it is
grass -dominated, with Phragmites reed extending into the open water. The new WTP effluent discharge line
will be installed by directional drilling alongside the existing W WTP discharge line, and will not directly impact
this feature. RECEIVED
APR 18 2017 RECEIVED
DCM WILMINGTON, NC
DCM- MHD CITY MAR 0 7 2917

June 14, 2017
Morgensen Mitigation Inc.
c/o Mr. Gerald Pottern
104 E. Chestnut Drive
Wake Forest, NC 27587
Email: [e-mail]
Dear Mr. Pottern:
ROY COOPER
Governor
MICHAEL S. REGAN
5e wary
BRAXTON C. DAVIS
Dvemr
This letter is with reference to your application for a Coastal Area Management Act Major
Development permit, acting as agent for Brunswick Regional Water and Sewer H2Go, to
undertake development activities at property adjacent to the Brunswick River, at 600 River
Road, in Belville, Brunswick County.
Although processing of the application is nearing completion, additional time is needed for
this office to complete the review and make a decision on your request. Therefore, it is
necessary that the standard review time be extended. An additional 75 days is provided by
G.S. 113A-122(c) which would make August 31, 2017, the new deadline for reaching a
decision on your request. However, we expect to take action prior to that time and will do
so as soon as possible. In the interim, if you have any question on the status of your
application, do not hesitate to contact me by phone [phone] or e-mail at:
[e-mail].
Sincerely,
?Ker'r� Co'-;C-4
Heather Coats
Assistant Major Permits Coordinator
cc: Wilmington/MHC Files
Tyler Crumbley, USACE
Robb Mairs, DWR
State of North Cardhta I Environmental Quality I Coastal Management
Whnington Office 1 127 Cardinal Drive Emnsbn I Wilmington. North Carolina 28405
910 796 7215
RECEIVED
JUL 2 4 2017
DCM- MHD CITY

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Brunswick Regional Water & Sewer H2GO COUNTY: Brunswick
PROJECT NAME: BR H2GO Reverse Osmosis WTP Effluent Outfall
LOCATION OF PROJECT: 600 River Road SE, and along Gregory Rd, adjacent to the Brunswick River, in Belville
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 4-3-17
FIELD RECOMMENDATION: Attached: Yes
CONSISTENCY DETERMINATION: Attached: No
FIELD REPRESENTATIVE: Brooks SSurgan
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC'D: 4-15-17
NcSP� a1°H� G�
ADJ. RIP. PROP NOTICES REC'DftM W1T% 10C4, 8 6VI'l
p4h1
APPLICATION ASSIGNED T :
C) 75 DAY DEADLINE: (
MAIL OUT DATE: 4-13-17
FEDERAL DUE DATE:
To Be Forwarded: n/a
To Be Forwarded: n/a
DISTRICT OFFICE: WILMVVGTON
FEE REC'D: $4001 #054718 (.c/40
END OF NOTICE DATE: 5-6-17 ./
DEED RE 'D:
ON: 2r
150 DAY DEADLINE:
STATE DUE DATE: 5-6-17
FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE
COMMENTS
RETURNED
OBJECTION
S:
YES NO
NOTES
Division of Community Assistance
17 17
✓
Division of Coastal Management-LUP Consistency
Public Water Section (DWR)
MMSf FX
Land Quality Section (DEMLR)
Division of Water Resources - 401 Section
Storm Water Management (DEMLR)
trj $ I %
✓
� eiias
L- 1� OAnf tit/ f1,J (CviC.3
State Property Office
(
E
D
Division of Archives & History
G i 7
Division of Marine Fisheries - Shellfish Section
S 11
✓
Division of Highways(NCDOT)
S S/l7
/
DCM- MHD CITY
Wildlife Resources Commission
5/2-3 r%
tvid b 3o
Local Permit Officer
Dept. of Cultural Res / Underwater Archaeology
Division of Marine Fisheries - DCM
3 17
VW rxhnun, 2-/l
Corps of Engineers - Regulatory Branch
7�0�
tir

Recommendations for State Permit — Brunswick Regional Water & Sewer 112GO c/o Gerald Pottern 04/12/2017
The proposed installation of the RO concentrate line via horizontal direction bore within the 75' Estuarine Shoreline
Area of Environmental Concern appears to be CONSISTENT with 15 NCAC 07H .0208(a) General Use Standards.
Bucket -to -barge excavation within this segment of the Brunswick River would result in low re -suspended sediment
back into the river system. The material would be mechanically removed and confined to an upland area. These
proposed methods appear to be CONSISTENT with 15 NCAC 07H.0208 (b)(1) and (2).
The proposed filling of the excavated trench with riprap appears to be INCONSISTENT with 15 NCAC 07H
.0208(B)(11) which prohibits the filling of excavated land below normal high water or normal water level. However,
the applicant has demonstrated that the fill is necessary for the public benefit of the project, that the public benefits
outweigh the long range adverse effects of the project, that there is no reasonable alternative site available for the
proposed project, and that all means and measures to mitigate adverse impacts of the project have been incorporated in
to the project design and shall be implemented at the applicant's expense. Therefore, it is the opinion of this office that
the project is CONSISTENT with 15 NCAC 07H .0208(a) and (b). This office has no objection to the proposed
work, provided it is consistent with all other state and federal permitting requirements. Any permit issued should
include the following conditions:
To protect juvenile shrimp and finfish populations, no excavation or filling will be permitted between February 15 and
September 30 of any year without the prior approval of the Division of Coastal Management, in conjunction with the
Division of Marine Fisheries.
2. Excavation will not exceed -5.5' depth below the -10' depth contour. In no case, shall the depth of excavation exceed
the depth of connecting waters of the channel.
The excavation shall be operated in such a manner as to prevent any significant increase in turbidity outside the
immediate area of operation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or
authorizations that may be required.
RECEIVED
APR 18 2017
DCM- MHD CITY

XA_�_
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
Coastal Management BRAXTON DAVIS
ENVIRONMENTAL QUALITY
Director
April 13, 2017
TO:
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., INC 28405 heather. coatscDncdenrpov
Fax: [phone] (Courier 04.16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Brunswick Regional Water & Sewer H2GO
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Homer Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED f I �' ✓� (� �^ `� Ly,r DATED y l l'7 117
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ezt., Wilmington, NC 28405
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
ROY COOPER
Govemor
MICHAEL S. REGAN
SttTelary
BRAXTON DAVIS
lAmdor
April 13, 2017
APR
TO: Dan Sams
District Manager-DEMLR
Wilmington Regional Office
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Brunswick Regional Water & Sewer H2GO
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
t are incorporated. S(e attached. Efo s I mo„ Q_A - tt- ; -k , ,,W "
�j�'ofA�Wa.t'er �fe0ro,.._s a�pll Cc.�'1vv. 0..c1 I�'il.�re✓a1 .5 TM•S �fe��`�
v is agency objects to the project for reasons described in the attac ed
comments.
SIGNED
DATED r I
RECEIVED
DCM WILMINGTON, NC
State of North Carolina I Environmental Quality I Coastal Management MAY 01 2017
127 Cardinal Drive Ext., Wilmington, NC 29405
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
April 13, 2017
TO:
7z
SUBJECT:
Applicant:
'CEIVE
APR 13 2(V
Georgette Scott
Stormwater Section
DEMLR - WiRO
ROY COOPER
Gavemar
MICHAEL S. REGAN
Secrelary
BRAXTON DAVIS
Director
Heather Coats, Assistant Major Permits Coordinator
/All tV1 NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsCcilncdenrgov
Fax: [phone] (Courier 04-16-33)
CAMA / Dredge & Fill Application Review
Brunswick Regional Water & Sewer H2GO
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co. EXIN PT
Proposed Project: construction of an effluen char e �lpelin nddiffuser, and
new water treatment plant � CWyy iQ re Wo—, G.�/ $P
(/.IJ � zi /70 3163
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: /V This agency has no objection to the project as proposed. EKe714f%f
"Additional comments may be attached" 256Ymr/i(1h'1"
This agency has no comment on the proposed project. t heWc,-/k
SGvz? I-703/13 2
This agency approves of the project only if the recommended changes WIChds )'1; P—
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED Idw OC��riG DATED 4�Z�y " Z� /
DCM WILMINgGTON, NC
State of North Carolina I Environmental Quality I Coastal Management MAY O 5 2017
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

r
Coastal Management
ENVIRONMENTAL QUALITY
April 13, 2017
TO:
Tim Walton
Dept of Administration
State Property Office
RECEIVED
APR 18 2017
DOA
STATE PROPERTY
OFFICE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Direcmr
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsal -ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Brunswick Regional Water & Sewer H2GO
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
�**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED
DATED �'� i
RECEIVED
DCM WILMINGTON, NC
State of North Carolina I Environmental Quality I Coastal Management APR 21 2017
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

Coastal Management
elrvnvo«weMru QUALITY
April 13, 2017
ROY COOPER
(;,M.
ICHAEL S. REGAN
Sa,ilmy
BRAXTON DAVIS
la! 1}- 071 48
TO: Renee Gledhill -Early
Dept. of Cultural Resources Pr 65
Archives & History c� t, I l4
FROM: Heather Coats, Assistant Major Permits Coordinator W
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather.costs(b0cdenrao
Fax: [phone] (Courier 04-16-33)
SUBJECT, CAMA/Dredge & Fill Application Review 5
Applicant•. Brunswick Regional Water & Sewer H2130 4 �411j
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
*"Additional comments may be attached""
This agency has no comment on the proposed project
SIGNED A�
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
DATED iisill
dc� ,!E
DC WILMINGTON, NC
hYAY 0 () 2017
SWIe oC N+xth CidiW � Eavicomm�aal l7uWil7 I C`+7asu1 Mx+QMaecm
127 Cmd,W Dnw F.xl., Wi101Q61ov, NC ??AM APR 2 5 2017
910-7W7215
APR 2 5 ­7

4*
coastal Management
ENVIRONMENTAL QUALITY
April 13, 2017
TO:
Shannon Jenkins
NC DMF
Shellfish Sanitation Section
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsaC)ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Brunswick Regional Water & Sewer H2GO
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
`*Additional comments may be attached"
i This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
j-Gr � AAr�y �fC,.✓cS
SIGNED
DATED y -;D- J
RECEIVED
MAY 0 4 2017
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 DC M- M H D CITY
910-796-7215

RECEIVED ROY COOPER
L Govamor
APR 27 2017 MICHAEL S. REGAN
Se..dary
" NC DOT
Coastal Management DISTRICT BRAXTON DAVIS
ENVIRONMENTAL QUALITY
Oweclor
April 13, 2017
TO: David Harris
NC DOT
Roadside Environmental Unit
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsanncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Brunswick Regional Water & Sewer H2GO
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the proje ropose
**Additional comments may be attached** c,��Py�,, df,�
17
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED s(,3=e- -- DATED
RECEIVED
DCM WILMINGTON, NC
State of North Carolina I Environmental Quality I Coastal Management MAY 0 5 2017
127 Cardinal (hive Ext., Wilmington, NC 28405
910-796-7215

tw� I
nio
Coastal Management
ENVIRONMENTAL QUALITY
April 13, 2017
TO:
r.I'1- o 4.2+o3
Maria Dunn
NC Wildlife Resources Commission
For WiRO
ROY COOPER
Gavemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator �!Z(� p� 6'
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDncdenroov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Brunswick Regional Water & Sewer H2GO
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached""
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED? _ DATED 5
RECEIVED
State of North Carolina I Enviramnental Quality I Coastal Managenuart DCM WILMINGTON, NC
127 Cardinal Drive Eat., Wilmington, NC 28405
910-7W7215 MAY 2 3 2017

N.C.
CoasralManageraent
'ENVIROMM[MTALOOALITV
April13 20i7
RECE�1VED,
APR -I 0, 2017`
DCM MHD;CITY�
ROY COOPER
co wlim
MICHA'EL S. REGAN
8eadary
BRAxTON DAVIS
Dliecror.
TO: Curt Weychert-
Fisheries, Resource, Specialist
MHC-D.CM
FROMHeather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm. NC 28405li66thercoats0fi6denr.aov'
Fax: [phone] jGourler,04-16.33 ,
SUBJECT: cAMA/Dredge &Fill Application Review
Applicant: arun'swick Regional Water & Sewer 142GO
Project Location: along GregoryRd., adjacent •tothe Brunsuvick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below our a ency's position or viewpoint on the proposed project and
return,this `form to Heath&,"ed4 at.the address above by May 6, 2017. If you have any
questions regarding the proposed"project, contact Brooks Surgan of (9.10) 796-7270 when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as: proposed.
'*Additional comments may be attached*'
This agency has no comment on the proposed project.
/\ This agency approves of the project only if the recommended changes
are incorporated,Seeattached.
This agency objects to the project for reasons described in the attached
comments:
1 /2
II �_ DATED �/" JLul—
SIONED
Received
MAT o 3 2017
State, of Nanh Carolina [Environmental QualityI Comial Munageimm, DC M
127 Cardinal Drive Ext., Wilmington, NG28405
910-796-7215

CaasralM .2 417Ywi-
'rAL:OUALl7Y
MEMORANDUM:
ROY COOI?ER
IvIICHAEL S.. REOAN
' `Sttruimy�'
BRAXTON DAVIS
ptrteJar
TO;
Heather Coats, DCM-Assistant Major Permit Coordinator
FROM:
Curt Weychert,.DCM Fisheries Resource Specialist
SUBJECT:
$runsrvick.Regional, Water and Sewer WTP near Belville,,Brunswick County,NC
DATE:
May Ii 2017
A North Carolina Division of Coastal Management (DCM) Fisheries Resource Specialist 'has,reviewed,the
subject permit application for proposed actions that impact fish,and fish:habitats. The purpose.of the; project is
to build a new 4.0 MG6 potable water treatment plant in the Belville-Le, land area: This project will include a
reverse.osniosis process wastewater discharge_into the BnmsWIck;Rlver,. The .Brunswick `River is designated
both Primary Nursery Area (PNA) and Anadromous Fish'SpawningArea (AFSA).
PNAs;are estuarine waters=where initial -post -larval development occurs. Species•withinthis area are early
post -larval to juvenileaand include finfish, crabs, and shrimp. Species inhabit PNAs because they, afford food,
Protection, and proper' environmental conditions during' vulnerable periods;oftheirlifehistory,"thus protection
of these areas are imperative.
This portion of the CapeXearRiver has.been designated as AFSA. AFSAs.have evidence of anadromous'fish
spawning through directobservation, capture of running ripe females, or indication of eggs or early. larvae.
Anadromous species within the Cape Fear River include American and hickory "shad, striped bass, river
herring, American eel and both Atlantic and.shortnose sturgeon. AwAFSA moratorium on in water work,
to include dredging, is recommended from 1 February to 30 June, This moratorium reduces -the negative
effects oncritioal fish life history activities, to include spawning migrations and nursery functions,
Contact Curt Weychert at (252).808-2808 dkt. 21'3 or Curt.Weyeheq&cdenrtgov with further questions or
concerns.
d Ott, i tt ''AN
I1 Y.i StateorNorB, C`arolirm � C•nvttmm�enlel Quality �'Coasttl Menagement
400.c=neme Amu*JMMhead OtyNC28557
232-808-280912Z247.3330(rax)

Coastal Management
ENVIRONMENTAL QUALITY
April 13, 2017
APR 17 2017 jJ
Division of Water Resources W"O -Public WaterSup
TO: Heidi Cox
Assistant Regional Engineering Supervisor
Public Water Supply-WiRO
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
D,r,,I.r
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatscDncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA /Dredge & Fill Application Review
Applicant: Brunswick Regional Water & Sewer H2GO
Project Location: along Gregory Rd., adjacent to the Brunswick River, in Belville, BR Co.
Proposed Project: construction of an effluent discharge pipeline and diffuser, and
new water treatment plant
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by May 6, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"" hod
This agency has no comment on the
i
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED,""`\ �1� DATEDRECEIVED
/
DCM WILMINGTON, INC
State of North Carolina I Enviromnental Quality I Coastal Management APR 2 0 2011
127 Cardinal Drive ExL, Wilmington, NC 28405
910-796-7215

Coastal Management
ENVIRONMENTAL QUALITY
June 14, 2017
Morgensen Mitigation Inc.
c/o Mr. Gerald Pottern
104 E. Chestnut Drive
Wake Forest, NC 27587
Email: [e-mail]
Dear Mr. Pottern:
ROY COOPER
Governor
MICHAEL S. REGAN
seare—y
BRAXTON C. DAVIS
Director
This letter is with reference to your application for a Coastal Area Management Act Major
Development permit, acting as agent for Brunswick Regional Water and Sewer H2Go, to
undertake development activities at property adjacent to the Brunswick River, at 600 River
Road, in Belville, Brunswick County.
Although processing of the application is nearing completion, additional time is needed for
this office to complete the review and make a decision on your request. Therefore, it is
necessary that the standard review time be extended. An additional 75 days is provided by
G.S. 113A-122(c) which would make August 31, 2017, the new deadline for reaching a
decision on your request. However, we expect to take action prior to that time and will do
so as soon as possible. In the interim, if you have any question on the status of your
application, do not hesitate to contact me by phone [phone] or e-mail at:
[e-mail].
cc: Wilmington/MHC Files
Tyler Crumbley, USACE
Robb Mairs, DWR
Sincerely,
Heather Coats
Assistant Major Permits Coordinator
RECEIVED
JUN 19 2017
DCM- MHD r;°'"
State of North Carolina I Environmental Quality I Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 2N405
910 796 7215

M
MEMORANDUM
To: Heather Coats
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, — Brunswick
Regional Water & Sewer H2GO, Belville, Brunswick County
Date: June 16, 2017
The applicant is proposing to install a 16" PVC concentration line via direction bore from
the upland area to the 10' depth contour in the Brunswick River. The project is located in
Belville, Brunswick County.
Areas of Environmental Concern (AEC's) impacted by the proposal are Estuarine Waters
and Public Trust areas. Waters at the project site are classified as SC and are not open to
the harvesting of shellfish. The area is a Primary Nursery Area.
I have reviewed this proposal for consistency with the 2007 Brunswick County Land Use
Plan and offer the following comments.
The general area of the project is classified as Conservation/Developed.
In general, Brunswick County allows development in Conservation/Developed classified
AECs which is consistent with the State's minimum use standards. The Brunswick
County Land Use Plan contains some policies, which exceed the State's minimum use
standards. However, none of these standards appear to be applicable to this proposal.
This project is consistent with the Brunswick County Land Use Plan
Cc: File

Water Resources
ENVIRONMENTAL GUALITY
June 2, 2016
Brunswick Regional Water & Sewer H2GO
Mr. Bob Walker
516 Village Road, NE
Leland NC 28451
ROY COOPER
Govemw-
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Brunswick County
DWR Project: 2017-0500
Subject Property: Brunswick Regional Water & Sewer H2GO Effluent Outfall
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Walker,
You have our approval, in accordance with the attached conditions and those listed below, to
permanently impact a total of 0.0187 acres of open waters within the Brunswick River, to
temporarily impact 0.0092 acres of open water ditches, and to temporarily impact 1.626 acres of 404
wetlands in order to construct an effluent discharge pipeline from the proposed water treatment
plant (the construction of which is not covered by this 401 authorization) as described in your
application received by the N.C. Division of Water Resources (DWR) on April 21, 2017. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number 4097 (GC4097).
You should obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, Non -discharge,
and stormwater regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 Permit. This
Certification can also be found on line at: http://pqrtal.iiedeiir.orgLweb/wq/swp/ws/401/Certsaiidperinits.
This approval is for the purpose and design that you described in your application. if you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). This approval requires you to follow the conditions listed in the attached certification and any
additional conditions listed below.
The Additional Conditions of the Certification are:
This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your project, you must notify the Division and you may be required to submit a nc"w v
�Nothing Compares JtIb11 4 ILMI�ia
State of North Carolina I Environmental Quality I Water aesomres ,jUN 15 20V
512 N. Saiisbtvy Street 1 1611 Mail Service Center I Raleigh.NC27699-1611
919.707.9000

H2G0 Effluent Discharge Pipe
Brunswick County
2017-0491
Page 2 of 4
f`
application package with the appropriate fee. If the property is sold, the new owner must be given a copy
of this approval letter and General Certification and is responsible for complying with all conditions. Any
new owner must notify the Division and request the Certification be issued in their name { I SA NCAC
02H .0501 and .0502).
2. Any final construction plans for this project must include or reference the application and plans
approved by the Division under this authorization letter and certification. The applicant will also be
required to evaluate all acquired permits to assure that they are consistent and all relative impacts are
accounted for and shown on the construction plans. [15A NCAC 02H .0502 (b) and 15A NCAC 02H
.0506 (4)] The applicant shall require his contractors (and/or agents) to comply with all of the terms
of this Certification, and shall provide each of its contractors (and/or agents) a copy of this
Certification.
Turbidity Standard
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B .0220. Appropriate sediment and erosion control practices must be
used to meet this standard. Turbidity curtains shall be used as appropriate. Please notify this
Office if any turbidity issues arise at 910.796.7215
4. This General Certification shall expire on the same day as the expiration date of the
corresponding General Permit. The conditions in effect on the date of issuance of the
Certification for a specific project shall remain in effect for the life of the project, regardless
of the expiration of this Certification.
S. The permittee shall require its contractors and/or agents to comply with the terms of this
permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project a
copy of this certification. A copy of this certification including all conditions shall be
available at the project site during the construction and maintenance of this project. [15A
NCAC 02H .0507 (c) and 15A NCAC 02H.0506 (b)(2) and Cc) (2)]
6. Continuing Compliance:
The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistentwith State water quality standards (including any requirements resulting from
compliance with 303 (d) of the Clean Water Act), and any other appropriate requirements of
State and Federal law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, than the
Division may reevaluate and modify this General Water Quality Certification. [15A NCAC
02H .0507(d)]
Nothing Compares

142GO Effluent Discharge Pipe
Brunswick County
2017-0491
Page 3 of 4
All mechanized equipment operated near surface waters or wetlands will be regularly inspected
and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic
fluids or other potential toxic chemicals. In the event of a hydrocarbon or chemical spill, the
permittee/contractor shall immediately contact the Division of Water Quality, between the hours
of 8 am to 5 pm at the Wilmington Regional Office at 910.796.7215 and after hours and on
weekends call [phone]. Management of such spills shall comply with provisions of the
North Carolina Oil Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506
(b)(3) and (c)(3), 15A NCAC 02B .0200 (3)(0, and GS 143 Article 21A].
8. Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a
waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC 02H .0506 (b)(3)
and (c)(3) and 15A NCAC 02B .0200 (3)(0].
9. This certification grants permission to the director, an authorized representative of the
Director, or DEQ staff, upon the presentation of proper credentials, to enter the property
during normal business hours 15A NCAC 02H.0502(e).
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant and/or authorized
agent is required to return a completed certificate of completion form to the NCDEQ DWR
401 and Buffers Unit North Carolina Division of Water Resources,1617 Mail Service Center,
Raleigh, NC, 27699 within ten days of project completion. The certification of completion is
available at: littp:Hl)ortalncdenr or web/NNq/swp/vs/401/certsalidbermits/appl /`f� oinisl.
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing
a written petition for an administrative hearing to the Office of Administrative Hearings (hereby
known as OAH). A petition form may be obtained from the OAH at littp://NvNvw.iicoah.com/ or by
calling the OAH Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing
fee is received in the OAH during normal office hours (Monday through Fridaybetween 8:00 am
and 5:00 pm, excluding official state holidays).
The petition maybe faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received bythe OAH within five (5) business
days following the faxed transmission.
-/•Nothino COmnares�

H2GO Effluent Discharge Pipe
Brunswick County
2017-0491
Page 4 of 4
r
Mailing address for the OAH:
Ifsending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
Sam M. Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Chad Coburn in the DWR Wilmington
Regional Office at [phone] or Chad.Coborn cr.nedennigov.
Sincerely,
Jim a on, Regional Supervisor
Water uality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Enclosure: GC4097
cc: Gerald Pottern - Mogensen Mhgation, Inc. -104 East Chesnut Avenue, Wake Forest, NC
27587
Liz Hair - USACE Wilmington Regulatory Field Office
WiRO/LF
Nothing Compares

Water Resources
ENVIRONMENYAL OUALITY
DWR Project No:
Applicant:
Project Name: .
ROY COOPER
C"emor
MICHAEL S. REGAN
secretary
S. JAY ZIMMERMAN
Director
401 Water Quality Certification Issued Date:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the DWR
401 & Buffer Permitting Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
1, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Agents Certification
Date:
1, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
1, as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such
that the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature:
Date
j
I
Nothing Compares
State of North Carolina I Environmental Quality I Water Resources
512 N. Salisbury Street 11611 Mail Service Center I Raleigh. NC 27699-1611
919.707.9000

Energy. Mineral &
Land Resources
ENVIRONMENTAL QUALITY
June 9, 2017
Mr. Bob Walker, Executive Director
Brunswick Regional Water and Sewer, 1­12O0
516 Village Road NE
Leland, NC 28451
Subject: Stormwater Permit COC No. SWG04 0091
US 17 Regional Pump Station and Force Main
General Permit — Utility Project
Brunswick County
I01 M.3=21 111w,
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified.
On May 8, 2017, the DEMLR received your application for a Utility Line Project to be covered under the
State Stormwater General Permit Number SWG040000. In accordance with your application, we are
forwarding herewith the subject Certificate of Coverage Number SWG04 0091, along with a copy of the
General Permit, for the construction of a linear utility line project with associated incidental built -upon
area. The General Permit is issued pursuant to the requirements of North Carolina General Statute 143-
215.1 and Title 15A NCAC 2H .1000, the stormwater management rules.
Please take notice that this Certificate of Coverage is not transferable except by action to and approval by
DEMLR. The DEMLR may require modification or revocation and reissuance of the Certificate of
Coverage.
This permit does not affect the legal requirement to obtain other permits which may be required by the
Division of Energy, Mineral and Land Resources, the Division of Water Resources, Coastal Area
Management Act, or any other Federal, State, or Local agency, law, rule, or ordinance.
If you have any questions concerning this permit, or if you need additional information regarding this
matter, please contact Kelly Johnson at [phone] or [e-mail].
Sincer ly, n A
��!
.� Tracy Davis, P E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: \\\Stormwater\Permits & Projects\SWG04 Utility\SWG 040091 COC-SWG04\2017 06 permit SWG 040091
enclosures
cc: James Gregg, PE, The Wooten Company
Inspector, County Building Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
RECEIVED
JUN 19 2017
DCM- MHD CITY
State of North Carokna I Environmernal QualRy I Energy, Mineral and Land Resources
Wilmington Reglonal Office 1127 Cardinal Drive Extension I Wilmington. NC 28405
910 796 7L5

State Stormwater Management Systems
COC No. SWG040091
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT GENERAL PERMIT NO. SWG040000
CERTIFICATE OF COVERAGE NO. SWG04 0091
LINEAR UTILITY LINE PROJECT AND
ASSOCIATED INCIDENTAL BUILT -UPON AREA
In compliance with the provisions of North Carolina General Statute 143-215.1, as amended,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and 15A NCAC 2H.1000, the Stormwater rules,
Brunswick Regional Water and Sewer, H2GO
is hereby authorized to construct 1,300 square feet of built -upon area incidental to the
proposed utility line installation located at
US 17 Regional Pump Station and Force Main
Collins Way, Leland, Brunswick County
and to discharge stormwater to receiving waters designated as Jackey's Creek, a class C;
SW waters in the Cape Fear River Basin, in accordance with the provisions of the General
Permit for a Linear Utility Line, No.SWG040000, and the approved stormwater management
plans and specifications, and other supporting data as attached and on file with and approved
by the Division of Energy, Mineral and Land Resources and considered a part of this permit
for the subject project.
This Certificate of Coverage shall become effective June 9, 2017.
This Certificate of Coverage shall remain in effect for the duration of the General Permit
SWG040000.
Signed this the 9'" day of June 2017.
acy DAis, erector
Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission
RECEIVED
JUN 19 2017
DCM® MHD CITY
Page 1 of 1

�(v
.,
UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Roponal Office
26313th Avenue South
St Petersburg, Ronda 33701-5505
httpJ/sero.nmh.noaa.gov
May 26, 2017
(Sent via Electronic Mail)
Colonel Kevin P. Landers, Sr., Commander
U.S. Army Corps of Engineers Wilmington District
69 Darlington Avenue
Wilmington, North Carolina 28403-1398
Attention: Tyler Crumbley
Dear Colonel Landers:
F/SER47:KR/pw
NOAA's National Marine Fisheries Service (NMFS) reviewed public notice SAW-2017-00627,
dated May 2, 2017. The applicants, Brunswick Regional Water and Sewer (H2GO), request
authorization to construct a reverse osmosis water treatment plant (WTP) with associated utility lines
and an effluent discharge line with diffuser along the Brunswick River in Belville, Brunswick
County. The Wilmington District's initial determination is the proposed project may affect, but not
likely to adversely affect, essential fish habitat (EFH) or associated fisheries managed by the South
Atlantic Fishery Management Council (SAFMC), Mid -Atlantic Fishery Management Council, or
NMFS. As the nation's federal trustee for the conservation and management of marine, estuarine,
and diadromous fishery resources, the NMFS provides the following comments and
recommendations pursuant to the authorities of the Fish and Wildlife Coordination Act and the
Magnuson -Stevens Fishery Conservation and Management Act (Magnuson -Stevens Act).
Description of the Proposed Project
The applicant proposes to construct a new WTP to improve public water supply to Leland, Belville,
Navassa, and adjacent areas. The proposed WTP will be capable of producing 4.0 million gallons
per day (MGD) of potable water from brackish groundwater aquifers. The WTP will require 5.0
MGD of raw groundwater and will discharge about 1.0 MGD of reverse osmosis (RO) concentrate
effluent with a salinity and major ion composition similar to seawater. The applicants propose
installing a four -port diffuser approximately 350 feet offshore from the west bank of the Brunswick
River. Dilution models suggest the design and placement of the diffuser ports ensures rapid mixing
of effluent, more than 40x dilution within 10 meters of discharge. The WTP effluent line will be
installed adjacent to the 1­12GO's existing wastewater treatment plant effluent discharge line, but the
two effluents cannot be combined prior to discharge due to differences in compliance monitoring as
specified in National Pollutant Discharge Elimination System (NPDES) permitting (Permit No.
NC0089613).
The project components addressed in this public notice specifically focus on installation of the WTP
effluent discharge line. The components include: (1) burial of approximately 13,450 feet of effluent
discharge line from the proposed WTP eastward to the bank of the Brunswick River; (2) burial of
400 feet of effluent discharge line from the river bank eastward to the diffus�err structure; (3)
installation of a 32.8 foot long diffuser pipe on the river bed with four egRlk s aced
ED discharge ports
DCM WILMINGTON, NC
(r^° -S.
,%w
F
MAY 3 0 2017

e
with 0.26-foot openings angled at 45 degrees located one foot above the river bottom; and (4)
installation of a row of pilings to mark the diffuser location and to support a debris deflector.
Consultation History
The NMFS participated in a scoping meeting with the applicants on November 12, 2015. The NMFS
recommended use of horizontal directional drilling as a practicable measure to avoid or minimize
impacts wetlands and stream crossings.
Impacts to Essential Fish Habitat
The NMFS will focus comments on impacts to EFH from installing the effluent discharge line in the
Brunswick River. The project area is within a state -designated Primary Nursery Area. The
applicants propose installing the effluent discharge line under the riverbed by horizontal directional
drilling to a point approximately 350 feet from shore, where it will bend upward and connect to the
diffuser structure. To install and bury the diffuser structure within a trench, dredging will disturb
approximately 4,960 square feet of shallow bottom habitat. The trench will be backfilled with
erosion control stone to the original bed contour. The SAFMC identifies shallow intertidal and sub -
tidal bottom in estuarine waters as EFH for brown shrimp, pink shrimp, and white shrimp and for
estuarine species within the snapper/grouper complex (e.g., gray snapper). The SAFMC also
identifies Primary Nursery Areas as Habitat Areas of Particular Concern (HAPCs) for shrimp and
gray snapper. HAPCs are a subset of EFH that are rare, particularly susceptible to human -induced
degradation, especially important ecologically, or located in an environmentally stressed area. The
SAFMC identifies these areas as EFH because fish and shrimp concentrate in these habitats for
feeding and refuge and experience high growth and survival rates when located in these habitats.
The SAFMC provides detailed information on the EFH requirements of federally managed species in
amendments to the fishery management plans and in Fishery Ecosystem Plan of the South Atlantic
Region.
The project area clearly functions as nursery habitat for federally managed species as well as other
species of commercial or recreational importance including red drum, Atlantic croaker, spot, Atlantic
menhaden, bay anchovy, striped mullet, weakfish, and blue crab. A number of these species serve as
prey for fish that are managed by the SAFMC (e.g., king mackerel, Spanish mackerel, and cobia) or
for highly migratory fish managed by the NMFS (e.g., billfishes and sharks).
The NMFS believes the applicant working with state and federal agencies has conducted a
practicable alternatives analysis and has avoided and minimized environmental impacts. The
applicants have located discharge points well away from shellfish beds and other similar fragile and
productive habitats. The applicants have also revised project designs for wetland and stream
crossings to include use of horizontal directional drilling with starting and ending pits in uplands.
There are no direct excavation or fill impacts to these areas. The applicants proposed to the extent
practicable use of horizontal directional drilling to avoid impacts to open water and shallow bottom
riverine habitat. Environmental impacts as related to installation of the effluent discharge line are
expected to be temporary in nature with minor increases in turbidity during construction. As a
measure to further minimize environmental impacts, the NMFS recommends environmental windows
(seasonal restrictions) be used for timing any in -water construction and maintenance activities to
protect fish during sensitive life stages.
EFH Conservation Recommendations
Section 305(b)(4)(A) of the Magnuson -Stevens Act requires NMFS to provide EFH Conservation
Recommendations for any federal action or permit which may result in adverse impgG 16 RV E D
DCM WILMINGTON, NC
MAY 3 0 2017

Therefore, NMFS recommends the following to ensure the conservation of EFH and associated
fishery resources:
• The permit should require a moratorium for in -water construction and maintenance activities
extending from I February through 30 September to provide protections for seasonal
migrations of fish.
• The permit should require Best Management Practices (BMPs) throughout all phases of
construction. Specific BMPs include (1) ensuring all efforts are made to avoid toxicant input
into surface waters and wetlands and (2) deploying a Sediment Control Fence, silt curtains, or
other sedimentation and turbidity control barriers to minimize sediment input into waters and
wetlands adjacent to construction and staging areas.
Section 305(b)(4)(B) of the Magnuson -Stevens Act and implementing regulation at 50 CFR Section
600.920(k) require the Wilmington District to provide a written response to this letter within 30 days
of its receipt. If it is not possible to provide a substantive response within 30 days, in accordance
with the "findings" with the Wilmington District, an interim response should be provided to the
NMFS. A detailed response then must be provided prior to final approval of the action. The detailed
response must include a description of measures proposed by the Wilmington District to avoid,
mitigate, or offset the adverse impacts of the activity. If the response is inconsistent with the EFH
conservation recommendations, the Wilmington District must provide a substantive discussion
justifying the reasons for not following the recommendations.
Thank you for the opportunity to provide these comments. Please direct related questions or
comments to the attention of Dr. Ken Riley at our Beaufort Field Office, 101 Pivers Island Road,
Beaufort, North Carolina 28516-9722, or at [phone].
/ for
Sincerely,
Aau VA
Virginia M. Fay
Assistant Regional Administrator
Habitat Conservation Division
cc: COE, [e-mail]
USFWS, [e-mail]
NCDCM, [e-mail], [e-mail]
EPA, [e-mail]
SAFMC, [e-mail]
F/SER4, [e-mail], [e-mail]
RECEIVED
DCM WILMINGTON, NC
MAY 3 0 2017

r`
Coats, Heather
From: Crumbley, Tyler CIV USARMY CESAW (US)<TYLER.A.Crum [e-mail]>
Sent: Monday, July 10, 2017 10:05 AM
To: Coats, Heather; Coburn, Chad
Subject: Federal Conditions for H2GO RO WTP and Effluent Discharge SAW-2017-00627
Heather and Chad,
Please find the conditions below for use in your permitting. I will send a hard copy to Doug H. today.
Thanks.
Tyler
Conditions for Utility Lines
1. All work authorized by this permit must be performed in strict compliance with the attached plans, Sheets: 1-16
dated May 2017, which are a part of this permit. Any modification to these plans must be approved by the US Army
Corps of Engineers (USACE) prior to implementation.
2. Pipeline/utility line construction through jurisdictional waters and wetlands will be accomplished utilizing directional
drilling/boring methods to the maximum extent practicable.
3. Temporary discharge of excavated or fill material into wetlands and waters of the United States will be for the
absolute minimum period of time necessary to accomplish the work. Temporary discharges will be fully contained with
appropriate erosion control or containment methods or otherwise such fills will consist of non -erodible materials.
4. Excavated materials shall be returned to the excavated areas and any remaining materials shall be disposed of in
uplands, unless the Corps authorizes disposal in waters of the United States.
S. Cleared wetland areas shall be re -vegetated to the maximum extent practicable with native species of canopy,
shrub, and herbaceous species. Fescue grass shall not be used.
6. Use of rip -rap or any other engineered structures to stabilize a stream bed should be avoided to the maximum
extent practicable. If riprap stabilization is needed, it should be placed only on the stream banks, or, if it is necessary to
be placed in the stream bed, the finished top elevation of the riprap should not exceed that of the original stream bed.
7. When directional boring or horizontal directional drilling (HDD) under waters of the United States, including
wetlands, permittees shall closely monitor the project for hydraulic fracturing or "fracking." Any discharge from
hydraulic fracturing or "fracking" into waters of the United States, including wetlands, shall be reported to the
appropriate Corps Regulatory Field Office within 48 hours. Restoration and/or compensatory mitigation may be required
as a result of any unintended discharges.
8. Upon completion of work that involves temporary stream impacts, streambeds are to be restored to pre -project
elevations and widths using natural streambed material such that the impacted stream reach mimics the adjacent
upstream and downstream reach. The impacted area shall be backfilled with natural streambed material to a depth of at
least 12 inches or to the bottom depth of the impacted area if shallower than 12 inches.

9. Upon completion of work involving temporary stream bank impacts, stream banks are to be restored to pre -project ­�
grade and contours or beneficial grade and contours if the original bank slope is steep and unstable. Natural durable
materials, native seed mixes, and native plants and shrubs are to be utilized in the restoration. Natural designs which
use bioengineered and/or geo-engineered methods are to be applied.
Conditions for Effluent Discharge Pipe
10. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all requirements therein. The
guidelines can be found at http://www.fws.gov/nc-es/mammal/manatee_guidelines.pdf.
11. All excavated materials will be confined landward of the mean high water level elevation contour within
adequate dikes or other retaining structures to prevent spillover of dredged materials into any vegetated wetlands or
surrounding waters.
12. In order to protect seasonal migrations of fish, no in water work (construction or maintenance) will be
permitted between the dates of February 1 and September 30 of any year without the prior approval of the North
Carolina Division of Coastal Management and the U.S. Army Corps of Engineers.
13. Best Management Practices proposed in the attached letter dated June 2, 2017 shall be implemented, to
include all efforts to avoid toxicant input into waters of the U.S.'and
14. Deployment of a sediment control fence, silt curtains, or other turbidity control methodologies shall be
conducted as depicted on Drawing 5-1.01 of the attached plans.
15. The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S.
Coast Guard, through regulations or otherwise, on authorized facilities. For further information, the permittee should
contact the U.S. Coast Guard Marine Safety Office at [phone].
16. The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the
Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free
navigation of the navigable waters, the permittee will be required, upon due notice from the U.S. Army Corps of
Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States.
17. Approval of the structure is based on determinations that there would be no obstruction to navigation. The
structure may be damaged by wave wash from passing vessels. Issuance of this permit should not be construed, as
relieving the permittee of taking proper steps to insure the structure and moored boats will not be damaged by wave
wash.
18. The authorized structure and associated activity must not interfere with the public's right to free navigation on
all navigable waters of the United States. No attempt will be made by the permittee to prevent the full and free use by
the public of all navigable waters at or adjacent to the authorized work for reason other than safety.
19. Except as specified in the plans attached to this permit, no excavation, fill or mechanized land -clearing
activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair
normal flows and circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands.
20. Except as authorized by this permit or any USACE approved modification to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction or maintenance of this project, within

waters or wetlands. This permit does not authorize temporary placement or double handling of excavated or fill
material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
21. All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and
wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or
any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water Resources at (919)
733-5083, Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous Substances
Control Act will be followed.
22. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be generated
from an upland source and will be clean and free of any pollutants except in trace quantities. Metal products, organic
materials (including debris from land clearing activities), or unsightly debris will not be used.
23. If the permittee discovers any previously unknown historic or archeological remains while accomplishing the
authorized work, he will immediately notify the Wilmington District Engineer who will initiate the required coordination
procedures.
24. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this
permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents
associated with the construction or maintenance of this project with a copy of this permit. A copy of this permit,
including all conditions, shall be available at the project site during construction and maintenance of this project.
25. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in
sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to,
the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the
movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain
in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes
Chapter 113A Article 4).
26. The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area
of construction or construction -related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less
in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25
NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
27. The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of
the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his
authorized representative may direct, restore the water or wetland to its pre -project condition.
28. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10 of the Rivers
and Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of
the permittee's discovery of the violation.
Tyler Crumbley, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers -Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Phone:[phone]

Fax:[phone] e
email: [e-mail]

yk.w
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
July 21, 2017
Regulatory Division
Action ID No. SAW-2017-00627
Brunswick Regional Water & Sewer H2GO
Attn: Mr. Bob Walker
516 Village Rd. NE
Post Office Box 2230
Leland, North Carolina 28451
Dear Mr. Walker:
Reference your application for a Deparunent.of the Army permit to construct a reverse
osmosis water treatment plant (WTP) with associated utility lines from wells, and an effluent
discharge line with a diffuser in the Brunswick River, in Belville, Brunswick County, North
Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps Programmatic Permit process (copy attached) for construction
activities that receive authorization from the State of North Carolina. Therefore, you may
commence construction activity in strict accordance with submitted plans, applicable State
authorization, and attached Federal special conditions. Failure to comply with the State
authorization or conditions of the Federal permit could result in civil and/or administrative
penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified. Your Department of the Army permit will expire on December 31, 2021.
R E C E IVEG
DCM WILMINGTON, NC
JUL 2 12011

EA
Que&tidfis otddmmchtsr . ay. be addressed to Mr- Tyler'Crumbley, Wilmington ]Fieldi
Office, Regulatory Branch, telephone 91 - 0-25 1 1-41 .. 70-
Sincerely
Tyier-,CrUmbiby
l(dgulatdry Project Managef,
Enclosures:
Plan Sheets
CAMA Permit
OP 291 conditions
Copies'Fumis.hed. (w/enclo.suregI,
Mogengen Mitigation, ine.
Aft: W Gerald Potters
1041-ast Chestnut Avenue
Wake Torcst,-NorthCarolina 27587
Copies Furnished (w/.benct6giafes)r
I
Dn,Pace Wilber
Mitiomil'Marhic,'Fishedes Sery'
14abita n'Division
219f6aJohnson Road
Charlosion,gouth carolina-29412-9uo-
Dr. KenRiley
National MarmeYisheriesService
94bita.Oonservatimgervicd
Pivers Island
Beaufort, Carolina 28516
".Ddug HUggett
Morehead City Office
NortL Carolina Division of Coastal Management
400 Commerce -Avenue
Morehead.City, North Carolina 28557-'3421

Ms: Debra.Wilso,n
Division of, Coastal Management
North Cardima,D`epa finent.of'
Environmental Quality,
127 Cardinal Drive -
Wilmington, North Carolina 29405
Ms. Karen Higgins
Division.of`Water Resources
North Carolina Department of
lnvironmental Quality,
1650 Mail.Service Center
Raleigh, No "riff Carolina 27699-1650
Mr. Pete Benjamm
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office'Bdx 33726
Raleigh, North Carolina 27636=3726
Mr. Todd Allen Bowers
US EPA:Region 4 Life Scientist,
Wafer Proteotion Division
61 Forsyth'Street; $W
Atlanta; Georgia 303,03=8960
BOSN3,Mr. Scott McAloon,
United States Coast Guard.
Sector North Carolina Waterways Management,
2301 E: Fort:MaconRd
Atlantic Beach, NC 28512-
Ms.,Heather Coats
Division of Coastal Management'
North Carolina IDepartnept of.
Environmental Quality
127 Cardinal Drive,
Wilmington, North Carolina, 28405
Mr. Chad Coburn
Division of Water Resources
North Carolina Department of
Environmental Quality
1.27 Cardinal. Drive
Wilmington,'North,CaMIina 28405'
3

Special Conditions
Brunswick. Regional Water & Sewer 192G:O
clor`Mr. Bob Walker
SAW 2417-90627
Conditions for Utility Lines
1. All Work author&ed.bytl
plans; -Sheets„ 146`4ted May 2011'
atusfbe apprgved,by the US Army
with the attached
2.. Pipeline/utility line construction;throughjurisdictional, waters and -wetlands will be,
aecomplished ut' izbrg directional drilling(boring methods to the maximum extent'practicable.
3. Temporary discharge of'expavated of ]M material iato wetlands; and wafers; of the United
States will be for the absolute minimum period of, Time, necessaryIQ aeeemplish, the work. Temporary
discharges willbe.fuily contained. with appropriate erosion control or eontainrnentnrethod&or, otherwise,
such fills will cahsist ofnon-erodible materials.
4; Ucavated materials shall be retuned to the excavated areas'and',:aay rema_iningmatetials shall
be disposed of in uplands,, unlass the Corps authorizes disposal ia,waters ofthe United -States.
5. Clearedwet'andareas shall be re-vegetated;to the maximum extentpract cable'with native
species of canopy, shrub, and herbaceous species. Fescue grass shall not be used,
6. Use of rip-rap•or any other engineered structures to-stabilize,a stream bed should be avoided
to theinra=um:extent praeticatie..If riprap-stabilization isneeded, it should be placedonlyonfh6
stream banks, or tf`it.is necessary 'to"'be.placed:irithe stroam bed, the finished top el'evation.ofthe riprap
should not exceed that of the original stream bed.
ding: wetland's; pef hittees shall closely nron tox the, project.for hydraulic fracturing.or
Aland s sha g6fr emp ed to the aG o xiaat I'fracking" into watets.df the United States,
y g Y g_'
p app p Coups Regulatory Field Office within 48 hours.
and/or compensatory mitigation may be required as a'result of any upintendcd discharges.
8. Upon.conrpletion of work that;invotves temporary -stream iinpacts;=streambeds:are to be
restored to pre-prolect.elevations',anil wi'dthsusingnatural streambed material suchthat:the impacted
stream reach mimics the adjacent upstream and.downstream reach,_ The; impacted. areashall be baekfili
with natural sireambed.material to,a depths of at least 12 inches or°to the bottom depth ,of the impacted
area -if shallower than 12 inches:.
9. Upon.conipletion of work involving temporary stream bank impacts, streambanks,ateto be
restored'to pre -project grade and contours or beneficialgrade,andcontours, :ifthe.original bank,slope is
steep and unstable. Natural durable materials,natiye seed mixes; and native plants and shrubs are to be

Utih d'In the restoration, Natural,designs which use bioengmeered and/or 90-�engineered . 'e.
120, methods a
to be applied,
Conditions for Effluent Mcharee Pip
L 14--order tO further protect the endangered West Indian Manatee, Viche0bus,mandtus, the
applicant must
impJqmcntJfieU$Jish and Wildlife, Service's Manatee (juidelinqsj and strictly adhere;
to'all requirements therein,, The,gufdblines can.be f6und at bUttp-W 1"A&VIn6
2. AIi exeavated,maierials wilIba confined landward of file mean high water level eTeuafon
contour within adc te dikes or other retaining spillover I adequate min g structures to prevent spillov of Orcdgqdmaterials, into
any vegetated wetlandsorsurrounding waters. I
3. In order to of fish, no m' Water work (construction or
maintenance) will 'be,pqnnitted'between the.dates ofPcbru;ary 1 and. SPPtember,36 of anyyog without
the prior approval borthCarplin DivisionofCoastal Man Arrarcorps of,
, pToval of the N -4
Engineers.
4. Best-ManagementPracticesproposed in the attached lett6f dated June 2, 20 1.7 shall Ed
implemented, to include all efforts to avoid toxicant input into waters of the'u'�' and
5, Deployment of a. sediment control fence, silt curtains, or other turbidity control
methodologies shall be conducted as depict6d.onDrawin&S-1.01 of the attached plans..
6, Thepermittee must install and maintain, ai'his'expose, any signal lights and signals
pres9tibed by the U.S- Coast Quard,jhrough;cgulafIons or otherwise; on, authorized::facil%tieS. For
further information, flip permittge Should qontaot the US. Coast Qvarq'NfaTiTtq Safety Office at, (9 10
772-21,91.
7. Tho-permittee understands and agrees that, iffuture-operations by the United States,require
the rernoval,'rclocation,or other alteration. ofthe Structure or work- herein, authorized, orif, in the
opinion of the Secretary of the -Army or his a-utborized,represqmativei said structure or work shall cause
unreasonable obstruction --to the free navigation of the navigable Waters, the permitted will be required,
upon,duemotice f�om the, U.S. Army Corps of Engineers, to remove, relocate, or alter 1 tfid"structurai work
or obstruotiong caused fhepeby, withoUt'expenseto tho,United States.
B. Approval',, of the structure is based on determinations that -there would be no obstructionto,
navigation. The structure may bedamaged by Wave wash 46rapassm"gvessels. Issuance.of this permit
should not be construed, as relieving the perntittea of taking proper. steps to insure the: structure and
moored boats will not be.damaged by wave -wash.
9. The authorized structure: and associated activity must not:interfere,-with the public's right to
fiee navigation on al , l,riavigablewat6rs,oftlictiiltedStatt-s. NoAtterapt will bemadebythepermittee
to prevent the full and'free useby the public of all navigable waters at or,'adjacent.to the authorized work
for reason other than safety.

10. Eitceptas specified in the plans=aitached to.this permit, no, excavation,, fill or mechanized.
land -clearing activities shall take place at any time in the cvnstruetien,ozmaintenance, of this project; is
such a:manner as.to impair"normal flows and circulation patterns within waters or wetlands or fc reduce
the reach, ofwaters'or wetlands,
I;1. Exeept,as a4oA2zeil..bythispermrt or any USACE,, apprgved modification to "tii'is perm
no excavation, fill or mechanizedland=clearing activities shall'take place atany time ,in tbe"ectnstnrct
or maintenance of this proje4 within.waters or wetlands. This permit does not authorize+temporary
Placement or double handling, of excavated or fill materialwithin waters, or wetrands outside`the
peimtted,area. This prohibition applies".W all borrow antl.fill activities connected with4his.projectw
12, All ;medhanized equipment will be regularly inspected=andmaintained to prevent
contaminationfowaters and wetlands•"from fuels, lubr cants, hydraulic fluids, or -other "toxic materials.
In the event of a,spill of petroleum products or ariy other.hazatdous waste; the permutes shalt
innnddiately report stto the N.O, Divns`wnof Water Resources at,(919), 733-5083, Ext 526, or (i100)
062-1956 and provisions ofthe' Toxth;CarolinaOil Pollution:andt4zardous-Substances Control""Actwi,
be £allowed,
13. Unless otherwise authorized by this permit; all fillmaterial .placed in "waters or wetlands
shall,be generated from an upland source and will be"clean and, &ee of any pollutants except in.trace
quantities, Metal products, organic materials; (including debris from land clearing activities), of
unsightly debris will not be used;
14. It the permitted discovers any previously unknown: historic or aic$eologicat remains: while
accomplishing tTe"autltorized work, be will.in imediately°notify the Wilmiiigkon,District Engineer who
,will, initiate the, ,required eoordinat on procedures.
15. The;permittee.shall require its=cbritractors anddor agents to comply -with the terms and.
conditioris:of this permit in the construction and maintenance of this project, and shall provide each of
its contractors and/or agents associated with,the construedon ormaintenance of this,project vdth.a copy
of this permit: t1 copy of this permit, iAclpding all conditions, shall be available at the! project site
during construction andmaintenance of this project.,
16,. The permittee shall employall sedimentation and erosion control measures necessaryto
prevent an increase in sedirnentation'or turbidity within waters grid wetlands outside the permit'area.
This shall include, but is not limitedto, the immediate installation, of siltfenehig,or similar appropriate
devices around all areas subjectto"soil disturbance or the movement of earthen fill, and the immediate
stablm adon of all diAurbedAreas, Additionally, the project must remain in fullcompliance with ail
aspects ofthe 5edimentation,Pollutibn Control! Act"of'1973 (Norffi Carolina General Sidutes Chapter
1.13A Article:4):
17. The activity, will be conducted in such a,manner+as to prevent a^rsignificantincrease in
turbidity outside the area of constriidtion or donstruction-related discharge. Increases such that the
turbidity in the,waterbady is 5UNTCPs or less in all rivers not designated as: trout.waters by the North,
Carolina DivisionofEnvironmental ;Management (NCDEM), 25 NTU's or, less in all saltwater classes-
and; in all lakes. and reservoirs, and.10 NTU's or less in trout waters, are not considered significant;
M

18. The-permittee, upon_ receipt of a noticeofrevocation ofthis permit orupon its expiration,
before dom letion;of the work will, without expenseto the United States and in--such,time and.manner as
P
the Sedretar j% of theArmy or.his:authorizi�drepresentative may, direet,,restore the water or wetland twits
pre -project condition.
19. V.iotatonsofthese, conditions orviolgoomofSection404ofthe CleanWater,ActorSection
1.0 ofthe.Rivers and HarborsActmust.he reported.in>v;riting tb.the Wilmington District.U.S. Army Corpse
of Engineers within:24.hours of the peimittee's discovery of the violation.
7'

vt
MOGENSEN MITIGATION, INC.
r
ENVIRONMENTAL CONSULTING
MOGENSEN MITIGATION. INC
MMI-RJGA RALEIGH (Robert J. Goldstein & Associates) MMI MAIN OFFICE -- CHARLOTTE
104 East Chestnut Avenue, Wake Forest, NC 27587 P.O. Box 690429, Charlotte, INC 28227
Tel: [phone] [e-mail] Tel: [phone] [e-mail]
06 March 2017
Ms. Heather Coats
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RECEIVED
APR 18 2017
DCM- MHD CITY
RE: CAMA Major Permit Application for Brunswick H2GO WTP Effluent Discharge at Belville, NC.
Dear Ms. Coats,
Attached is a CAMA Major Permit application and supporting documents for a proposed effluent
discharge pipeline extending from the proposed Brunswick Regional Water and Sewer H2GO water
treatment plant (WTP) on Gregory Rd in Belville to the proposed effluent diffuser in the Brunswick
River, adjacent to Brunswick H2GO's existing wastewater effluent discharge.
The project components addressed in this CAMA Major Permit application include: 1)
approximately 17,450 feet of buried effluent discharge line from the proposed WTP eastward to
the diffuser in the Brunswick River; 2) The total length includes 400 ft of buried effluent discharge
line from the river bank eastward to the diffuser structure; 3) a 35-ft long diffuser pipe on the river
bed with four discharge ports extending one foot above the river bottom; and 4) a row of pilings to
mark the diffuser location and to support a debris deflector.
We have completed the relevant portions of CAMA forms MP-1, MP-3, and MP-4, as instructed by
you and Debra Wilson, along with supporting text, plans, and maps. A CAMA Major Permit
application fee of $400 payable to NC Department of Environmental Quality is also included.
The proposed WTP will produce potable water for the H2GO service area (Leland, Belville,
Navassa, and adjacent areas) from brackish groundwater aquifers that are not currently tapped for
any other uses. H2GO will no longer routinely use Brunswick County for water supply; this will
free up approximately 2 MGD (current daily demand) of Brunswick County water for other
customers. At full design capacity of 4.0 million gallon per day (MGD), the WTP will require about
5.0 MGD of raw groundwater and will discharge about 1.0 MGD of reverse osmosis (RO
concentrate effluent with a salinity and major ion composition similar to seawat�j{r�dED
four -port diffuser to be installed approximately 360 feet offshore from the west f7a7� s ��N, NC
MAR 0 7 2017
NEPA & SEPA Environmental Impact Reports ■ Jurisdictional Wetland & Stream Buffer Delineations ■ Section 404-401 Permitting ■ Endangered & Threatened Species
Surveys ■ Federal & State Environmental Agency Consultation ■ Stream & Wetland Restoration & Mitigation Planning ■ Mitigation Banking & Monitoring ■ GPS &
GIS Mapping ■ Water quality & Stream Flow Studies ■ Phase 1 Risk Assessments ■ Lake & Watershed Management ■ Conservation Planning ■ Parks & Greenways
■ Water Supply, Wastewater& Stormwater Utilities ■ Electric & Gas Transmission Lines ■ Ponds, Lakes & Dams ■ Residential & Commercial Site Development

MOGENSEN MITIGATION, INC. (MMI-RJGA)
W
River will ensure rapid mixing of the effluent, more than 40x dilution within 10 meters from the
diffuser ports. The eastern half of the WTP effluent line will share the existing right-of-
way/easement to the riverbank with H2GO's Belville wastewater treatment plant (WWTP) effluent
discharge line, but the two effluents cannot be combined prior to discharge due to differences in
NPDES compliance monitoring.
The remainder of the overall Brunswick H2GO water supply project will be permitted under a
separate CAMA General Permit and Section 404-401 Nationwide Permit. These remaining project
components include: 1) five well sites, each with two wells and ancillary structures, spaced about
one mile apart; 2) a 4.0 MGD Reverse Osmosis WTP and ancillary structures at the Gregory Rd site
aquired last year for this purpose; 3) raw water lines connecting the well sites to the WTP; and 4)
a potable water line from the WTP to the existing H2GO water distribution system. These
components are located from Gregory Rd westward, far inland from tidal influence. The only
CAMA-jurisdictional Public Trust Water affected by these components is lackeys Creek at US-17
(Ocean Hwy), which may be navigable by kayak. The proposed raw water lines will cross several
other very small non -tidal freshwater streams (Morgan Br, Sturgeon Cr, unnamed tributaries and
ditches) and non -tidal wetlands subject to Section 404-401 regulation but not subject to CAMA
regulation.
Notification letters are being mailed by Certified Mail to the property owners adjacent to the
Brunswick River near the discharge site, along with copies of this permit application. These parcel
owners include NC State Ports Authority, which owns the riverfront land; D.R. Horton, Inc., current
developer of residential lots along the north edge of the easement; and an older single-family
house on a wooded lot immediately south of the easement. Cape Fear River Watch serves as the
steward for a conservation easement on the NC State Ports parcel. A copy of the notification
letter sent to the three adjacent property owners (plus Cape Fear River Watch) is included with
this permit application.
Sincerely,
Gerald Pottern
Mogensen Mitigation Inc - RALEIGH office
MMI-RJGA Environmental Consultants
104 East Chestnut Avenue
Wake Forest, NC 27587
Office:919-556-8845 Mobile:[phone]
[e-mail]
CC: Carl Scharfe, The Wooten Company
Bob Walker, Brunswick H2GO
RECEIVED
APR 18 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
Page MAR 0 7 2017

• ti
VL
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Brunswick Regional Water & Sewer H2GO c/o Gerald Pottern
2. LOCATION OF PROJECT SITE: The project is located between 600 River Rd. and Hawkswater At The River
Subdivision, adjacent to the Brunswick River, in the City of Belville, Brunswick County.
Photo Index - 2006: M-6586: K-O, 22
Latitude:3493.30"N Longitude:77°58'46.24"W
3. INVESTIGATION TYPE: CAMA/D&F
RECEIVED
APR 18 2017
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 02/20/2017 DCM- MHD CITY
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 03/07/2017 (Incomplete), 04/06/2017 (Complete)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City of Belville/Brunswick County
Land Classification From LUP — Conservation/Developed
(B) AEC(s) Involved: EW, PTA
Water Dependent: Yes
(D) Intended Use: Commercial/Industrial
(E) Wastewater Treatment: Existing: Municipal
Planned: None
(F) Type of Structures:
Existing — 8" force main discharge pipe from the Town of Belville W WTP.
Planned — Installation of a 16" PVC concentrate line, 20" diffuser pipe, river debris deflector, diffuser
trench excavation and fill.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
N/A
(B) Non -Vegetated Wetlands (Open water)
4,960 sq. ft.
4,960 sq. ft.
(C) Other — Hi h ound (Outside AEC)
326,700 sq. ft.
(D) Total Area Disturbed: 336,620 sq. ft. (7.7 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to install a 16" PVC concentration line via direction bore
from the upland are to the 10' depth contour in the Brunswick River. A 20" diffuser pipe will be installed at the
terminal end of the line and buried in an excavated trench with riprap. A river debris deflector will be installed
upstream of the diffuser, and a submerged hazard warning piling will be installed downstream of the diffuser.

vw
RECEIVED
Brunswick Regional Water & Sewer H2GO c/o Gerald Pottern
Page Two APR 18 2017
9. PROJECT DESCRIPTION DC M- M H D CITY
The project site is located between 600 River Road and Hawkswater At The River Subdivision, adjacent to the
Brunswick River, in the City of Belville, Brunswick County. To locate the property from the Wilmington DCM Office,
travel north on Cardinal Dr. Ext. and turn left on to Market St. Drive 0.4 miles and turn right on to Martin Luther King
Jr. Parkway (US-74W). Travel 5.25 miles and merge right on to Isabel Holmes Bridge. Go over the bridge and take a
left onto US-17S/74W/421 S towards Leland. Continue 0.96 miles and keep right on US-17S/74W/76W (Ocean Hwy).
Travel 2.0 miles and stay right, taking the Southport/Oak Island US-133S exit, then stay in the left lane and take the
left exit toward Belville US-133 S. Continue on US-133 S (River Road) for 1.3 miles and the property will be on the left
side.
The project is located on the west bank of the Brunswick River, just south of the Ocean Highway Bridge and is
approximately 0.53 acres. The approximate elevation is 25' above Normal High Water (NHW) in the upland project
area. The site is currently utilized as a river discharge easement and has been maintained via mowing and clipping of
upland vegetation. Existing structures include a wastewater pump adjacent to NC-133, with a buried 8" Force Main
Discharge outfall pipe from the upland area, under the wetlands, and extending approximately 350' in to the Brunswick
River. The application states the Force Main line corridor from the WTP site to NC-133 is mostly alongside public
roads (10,600 ft.), except for an off -road easement through residential neighborhoods between Chappel Loop Rd. and
NC-133 (5,900 ft.). The proposed line will be installed alongside the existing Force Main line in the existing easement.
CAMA General Permit #68043D was issued on March 6, 2017 authorizing the installation of one (1) raw water main,
one (1) finished watermain, and one (1) force main, via horizontal directional bore, under Jackey's Creek.
The project site was historically a storage area for retired military ships known as the "Mothball Fleet" in the 1940's to
1970. The Brunswick River had been widened and deepened by the Army Corps to create a turning and storage basin
for these vessels.
The existing effluent discharge line was approved via State Permit #32-90 on March 7, 1990 to the Town of Belville.
The authorization was a part of the applicant's proposal to create a sewer district for the Town of Belville and the
surrounding areas. The service area for the proposal included 1,600 single family homes and approximately 400 light
industrial and commercial operations. The Town of Belville Wastewater Treatment Plant and service lines are now
owned and operated by H2GO. The easement has been maintained and cleared of upland vegetation.
NC State Ports Authority (NCSPA) was the original owner of the property through which the existing easement runs.
The existing easement was granted to the Town of Belville by the NCSPA on December 1, 1989, for the installation of
the existing effluent discharge line. In 2001, H2GO purchased the Town of Belville WWTP and all associated
properties and easements (see Assignment and Bill of Sale), including the easement from US-133 to the Brunswick
River. The underlying property of the existing easement is now owned by D.R. Horton.
Upland vegetation within the easement consists of wild grasses, shrubs, and hardwood species located on the western
portion of the site. The northern adjacent property has been completely cleared for future development of a residential
home. The adjacent property south of the easement contains dense upland shrubs, vines, and hardwood species. The
coastal wetlands on the site includes a border of Smooth Cordgrass (Spartina alternii fora), Phragmites, Spike Grass
(Distichlis spicata), Saltmeadow Cordgrass (Spartina patens), and Groundsel Tree (Baccharis halimifolia) that is
approximately 50 ft. in width and 40 ft. in length.
The waters of the Brunswick River (in the vicinity of the project) are classified SC, by the N.C. Division of Water
Resources. The area is designated as a Primary Nursery Area (PNA), by the N.C. Division of Marine Fisheries and
these waters are CLOSED to the harvesting of shellfish. The Brunswick County Land Use Plan classifies the area as
Conservation.

W1- i
Brunswick Regional Water & Sewer H2GO c/o Gerald Pottern
Page Three
PROPOSED PROJECT
The applicant is proposing to construct a Reverse Osmosis Water Treatment Plant (WTP) to connect to an existing
water distribution system serving Leland, Belville, Navassa, and adjacent areas. The purpose of this project is to
increase Brunswick County's water capacity to serve more customers. The Water Treatment Plant will be located 2.88
miles west of the Brunswick River at the end of Gregory Road in Belville, and will transmit water through 17,150 linear
feet of finished water main to the Brunswick River. The mains will be installed within road right-of-ways and private
utility easements by open cut trenching and will avoid and minimize impacts to waters and wetlands by horizontal
direction drilling and bore and jack. The applicant anticipates approximately 12 acres of total disturbed area Four (5)
well sites are proposed to retrieve water from existing subterranean aquifers.
The applicant states that the proposed Brunswick River discharge site is along the eastern edge of the H2GO service
area, a tidal semi -tidal river with bi-directional flow and salinities varying from nearly fresh water to at least 24 g/L in
the proposed discharge area, depending on tidal stage and fresh water inflow. The Brunswick River is 1500ft wide, and
I Oft-14ft deep (depending on tide stage) in the discharge area, 360ft out from the river bank.
The new 16" PVC concentrate line will be installed 275' east of US-133 via horizontal direction bore and will follow
the existing effluent discharge easement toward the Brunswick River. The diffuser line will be within the 75' Estuarine
Shoreline Area of Environmental Concern as it reaches the shoreline and will continue under the Brunswick River until
it reaches the 1 Oft depth contour at approximately 360ft from shore. When the bore hole is complete out in the water,
the concentrate line will be floated out by barge and fed through the bore hole back towards shore. The line will then
be connected to the main line in the upland area on shore.
As stated by the applicant, a proposed diffuser pipe will be located at the end of the 16" PVC concentrate line at a 45-
degree angle to release RO wastewater in to the Brunswick River. The proposed diffuser is a 35ft long pipe with four
(4) discharge port pipes protruding one foot above the riverbed and angled downstream at 45 degrees. Rubber
"duckbill" valves will be fixed to each discharge port to help keep out sediment. The diffuser pipe will be lowered in to
the river by barge and placed at the bottom of an excavated trench and covered with riprap.
A turbidity curtain will be installed several days prior to the start of the excavation process to limit suspended sediments
to the project area. The bottom curtain will be approximately lft off the river bottom and will be anchored by bottom
anchors or six (6) temporary wood pilings. The turbidity curtain will be marked by flashing lights from floating buoys
and temporary pilings to aid in safe navigation around the project site. Excavation equipment will reach over the
turbidity curtain during operation and installation. The turbidity curtain will be removed seven (7) days after the
diffuser has been completely installed and secured in the trench.
The applicant proposes to excavate a 5.511 deep, 1 Oft wide, and 84ft long bottom trench for the placement of the new
diffuser assembly. The trench sides will be graded so that the top of the trench (at existing grade) is 40ft in width and
124ft in length. The excavation of the trench will be accomplished using the bucket to barge method. When the
diffuser is in place, the trench will be backfilled with clean #67 stone fill to a height of approximately 36" from the
trench bottom to cover the diffuser. Approximately 24" of clean NCDOT Class 1 riprap will be placed on top of that to
the existing grade (-I Oft) to secure the diffuser assembly at the bottom of the Brunswick River. Clean NCDOT Class A
riprap will be hand placed around each "duckbill" diffuser head to complete installation.
Approximately 470 cu. yds. of excavated river bottom material, will be deposited on to a floating barge (with a skirt)
and transported to an offload area where it will be transferred to trucks on shore. A contractor will then transport the
dredge material from shore to a 100ft by 200ft disposal site owned by 112GO. Backfill material will be loaded on to the
barge from land and transported to the trench to be deposited. RECEIVED
APR 18 2017
DCM- MHD CITY

WZ-
Brunswick Regional Water & Sewer H2GO c/o Gerald Pottern
Page Four
The proposed diffuser will be protected by a debris deflector located 4ft-2011 upstream of the diffuser. The deflector
will be installed after the removal of the turbidity curtain and will comprise of a row of four (4) permanent pilings
spaced 11 ft apart. The pilings will be "wet jetted" to a depth of 20ft below the river bottom, with the top of the pilings
at 2ft above Mean High Water (MHW). The floating cross beams, measuring approximately 35ft in width, will be
attached just below the MHW line. The debris deflector will be positioned at an angle toward the channel, with the
landward end piling 20ft from the connection point of the diffuser, and the waterward end piling 4ft from the terminal
end of the diffuser. One additional permanent piling will be installed approximately 4ft from the concentrate
line/diffuser connection point, using the same method as the deflector pilings. The permanent pilings will all have solar
powered warning lights and signs marking their locations.
10. ANTICIPATED IMPACTS
The technique of horizontal directional drilling will result in no direct excavation or fill impacts to wetlands or waters.
Clearing and trench excavation is expected to cause 7.5 acres of disturbance in upland areas where horizontal
directional drilling is not possible or not applicable. H2GO's discharge easement from US-133 to the river is not open
to public use.
Excavation of the diffuser trench by bucket to barge method is expected to cause temporary turbidity and siltation,
however, the impacts will be limited to the project area by the, installation of turbidity curtains. Placement of stone
riprap within the trench is anticipated to have a low impact on benthic invertebrate and vertebrate species. Natural
sediment in this area contains sands and silts that is not high quality habitat for benthic fauna or aquatic vegetation.
Five benthic samples taken in November 2013 in the proposed diffuser area revealed very low abundance and diversity
of benthic macroinvertebrates. Two samples contained no macroinvertebrates, and three samples yielded two
Polychaete worms, one marsh clam, and one Amphipod. Introduction of riprap may provide habitat for estuarine
mollusks, crustaceans, bottom -dwelling fishes, and other aquatic life. The site has had a prior history of being disturbed
by dredge activities for the "Mothball Fleet" and the existing effluent discharge line.
A SEPA Environmental Assessment was circulated in 2015 by the applicant among National Marine Fisheries, US Fish
& Wildlife, NC Heritage Program, NC Wildlife Resources Commission, DENR Wilmington Regional Office, NC
Division of Coastal Management, and NC Division of Marine Fisheries. The applicant states that comments from the
agencies concluded low impact to fisheries, shellfishes, wildlife, endangered species, or water quality. Due to changes
in SEPA law in 2015, SEPA review was discontinued before the Environmental Assessment was finalized. The
installation of an RO discharge pipe to the Brunswick River without proper plant operations could create potential
water quality degradation with a resulting impact on animal resources, including the Short -nosed Sturgeon.
RECEIVED
APR 18 2017
DCM- MHD CITY
Submitted by: Brooks R. Surgan Date: 04/12/2017 Office: Wilmington

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RECEIVED
DCM WILMINGTON, INC
MAR 0 7 2017
!-
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Jurisdictional Wetlands, Streams, Ditches, and Open Waters: WTP Site to Ploof Rd, Brunswick H2GO WTP Effluent Discha CiNeD ED
APR 18 2017
DCM- MHD CITY

RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
61
Jurisdictional Wetlands, Streams, Ditches, and Open Waters: Ploof Rd to Chappell Loop Rd, Brunswick H2GO WTP Effluent Dischar a Line.
RECEIVED
APR 18 2017
DCM- MHD CITY

REC:p
DCM WILMINC-I ,1, NC
MAR 0 7 2011
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Jurisdictional Wetlands, Streams, Ditches, and Open Waters: Chappell Loop Rd to Windsor Dr, Brunswick H2G0 WTP Efflueritbiscfi�FF
rge Line.
APR 18 2017
DCM- MHD CITY

RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
Jurisdictional Wetlands, Streams, Ditches, and Open Waters: Windsor Dr to Brunswick River, Brunswick H2GO WTP Effluent Discharge Line.
RECENEJ
APR 18 2017
DCM- MHD CITY

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flood probability (elev not specified). Brunswick H2GO WTP Effluent Discharge Line. LU
DCM- 1VHD ,C` , y

AGENT AUTHORIZATION FORM for ENVIRONMENTAL PERMITTING
PROPERTY LEGAL DESCRIPTION: Brunswick H2GO effluent discharge easement
STREET ADDPEss: 600 River Rd SE, Belville, NC 28451
Easement Holder: Brunswick Regional Water & Sewer (H2GO): Bob Walker, execute director, 516
Village Rd NE, Leland NC 28451
Parcel Owner 1: D.R. Horton Inc. 503 Wando Park Blvd S#200 Mt Pleasant SC 29464
PARCEL ID: 048CA02003 PIN#: 310'720821011
Parcel Location: Effluent line easement from NC-133 to NC State Ports parcel (0.53 acre)
Parcel Owner 2: NC State Porn Author' , PO Box 2002. Wilmington NC 28402
PARCEL ID: 048CBOOI PIN#: 310720805699
Parcel Location: River front parcel (14.2 acres), 90 ft wide at effluent easement crossing
Parcel Owner 3: D.R. Horton Inc.. 503 Wando Park Blvd S#200, Mt Pleasant SC 29464
PARCEL ID: 048CE00101 PIN#: 310719628377
ParcelLocation: Effluent line easement from Morecamble Blvd east to NC-133 (5.18 acre)
Parcel Owner 4: D.R. Horton Inc.. 503 Wando Park Blvd S#200, Mt Pleasant, SC 29464,
PARCELID: 038KA00102 PIN#:310719612191
Parcel Location: Effluent line easement from Morecamble Blvd west to Windsor Dr (52.5 acre)
Parcel Owner 5: Brunswick H2G0, Bob Walker, director. 516 Village Rd NE Leland NC 28451. PARCEL
ID: 0470003630 PIN#:219718218244
Parcel Location: WTP and Well #1 site, west end of Gregory Rd, Belville (30.9 acre)
The undersigned, registered owners of the above noted property or easement, do hereby authorize
Gerald Pottem & Rich Mogensen of _ Mogensen Mitigation Inc. (MMI-RJGA)
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this penult or
certification and any and all standard and special conditions attached,
Property / Easement Owner's Address: Brunswick H2GO, Bob Walker, director. 516 Viilage Rd NE, Leland
NC 28451. Telephone: [phone] ext.106
We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.
Date: 3 — o?—/ 7
(Bob Walker, exec. b ! V L D
APR 18 2017
DCM- MHD CITY

UNITED STATES POSTAL SERVICE 111111
Pem dlNa G-10 Paid
• Sender: Please print your name, address, and ZIP+4 in this box
THE WOOTEN COMPANY
120 NORTH BOYLAN AVENUE
RALEIGH, NC 27603
UNITED .STA 'R,? T j
• Sender: Please print your name, address, and ZIP+4 in this box
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THE WOOTEN COMPANY
120 NORTH BOYLAN AVENUEVCO �PQ
RALEIGH, NC 27603
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or on the front if snare nermltc.
.vnicie .~caresses cc:
Article Number ij '
(Transfer from service label)
3 Form 3811, February 2004
?015 3010 0001 3421 4839
Domestic Return Receipt 11112595�-M-1540
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 H space permits.
Article Addressed to:
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If YES, enter delivery ailed
3. Service Type
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❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery! (Extra Fee) ❑ yes
Article Numbe 7015 3010 0001 3421 4853
(Trertsler /rem service IebeQ - -_
> Form 3811, February 2004 Domestic Return Receipt 10259502-M-1510
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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 H space permits.
Article Addressed to: it
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D. Is delivery address different from Item 1? 13 Yes
If YES, enter delivery address below: Cl No
RECEilVE
APR 18 2017
3. Service Type
Denmed Mail o , M H D C 1
❑ Registered ❑ F r lot for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ yes
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—. _. --. — ---- --11 r`mrl I

Surgan, Brooks R
From:
Bob Walker <[e-mail]>
Sent:
Wednesday, April 12, 2017 12:02 PM
To:
Surgan, Brooks R
Cc:
Carl Scharfe; Charles Davis; lames R. Gregg
Subject:
H2GO Easements- assignment from Belville
Attachments:
Belville Assignment to NBSD.pdf
Brooks,
Attached is the Assignment And Bill Of Sale executed in 2001, between the Town of Belville and the North Brunswick
Sanitary District (now, Brunswick Regional Water & Sewer 1-12GO). Item 2 in Exhibit A (highlighted for your reference)
describes the assignment of the existing outfall discharge line and associated easements, including the easement to the
Brunswick River. As we discussed, the underlying property shown on the Brunswick County GIS is owned by DR Horton
(previously the State Port Authority). The overlying easement wouldn't necessarily show on the GIS mapping, but the
easement is assigned and transferred with warranty deed transactions.
If you have any other questions or require additional information, please contact me.
Regards,
Bob
NAOBob WalkerExecutive Director
Brunswick Regional Water & Sewer H2G0
Office: 910-371-9949 ext. 106
Mobile: [phone]
Web: www.H2GOonline.com
NOTICE: Pursuant to North Carolina General Statutes Chapter 132, Public Records, this electronic mail message and any
attachments hereto, as well as any electronic mail message(s) that may be sent in response to it may be considered public record
and as such are subject to request and review by third parties.
CONFIDENTIALITY NOTICE: This message, including any attachments, is for the sole use of the intended recipient(s) to which it is
addressed and may contain confidential, privileged or proprietary information. If you have received this information in error, you are
hereby notified that any review, dissemination, distribution or copying of this information is strictly prohibited. If you have received
this message in error, please notify the sender immediately and destroy the original message, attachments and all copies thereof.
Thank you.
RECEIVED , G 0 Nc
APR 18 2011 D�Mw��M 21p11
PQR 1
DCM- IV.HD CITY

STATE OF NORTH CAROLINA
ASSIGNMENT AND BILL OF SALE
COUNTY OF NEW HANOVER
.44
THIS ASSIGNMENT AND BILL OF SALE, made this 44r' day of M&4 2001,
by and between TOWN OF BELVILLE, hereinafter referred to as Seller, and NORTH
BRUNSWICK SANITARY DISTRICT, hereinafter referred to as Buyer;
WITNESSETH:
Seller, for and in consideration of the sum of Ten Dollars and other valuable
consideration, to Seller in hand paid, the receipt of which is hereby acknowledged, has bar-
gained, sold and assigned, and by these presents does bargain, sell, assign and convey
unto the Buyer, its successors and assigns, certain personal property, contracts, permits,
funds, easements and property rights (collectively the "Property") more particularly
described on Exhibit A attached hereto and made a part hereof.
TO HAVE AND TO HOLD the Property to the Buyer and its successors and assigns
in fee simple forever.
The designation Buyer and Seller as used herein shall include said parties, their
heirs, successors and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context.
Seller represents and warrants to Buyer that it is seized of the Property in fee and
has the right to convey the same in fee simple, that the same is free and clear of all
encumbrances whatsoever, that it will warrant and defend the title thereto against the
lawful claims of all persons whomsoever, and that it is not a party to any contracts to
provide sewer service to anyone except pursuant to the contracts listed on Exhibit A
hereof.
This Assignment and Bill of Sale is given pursuant to an Agreement to Conveyt
Sewer System between the parties hereto dated March 27, 2001. The parties agree that
the representations and warranties of each party contained in said agreement shall survive
the execution and delivery of this instrument.
IN TESTIMONY WHEREOF, Seller has caused this instrument to be executed by
its proper corporate officers and its corporate seal to be hereto affixed as of the date first
above written.
//LL
' u �i
TOWN OF BELVILLE
1vTOD,NG
PPR � 21011
(SEAL)
6Cvi- Nr,I-t'D CITY

t=t�C �tvTON, NG
RECEIVED uGMWt�MINC
APR 1 2 2011
APR 1 8ESU BIT A
400,000 gallon per day waste watdf't?I59t7nen}i'plant rocateed on approximately five
acres of land described in deed recorded in Book 967, Page 324, Brunswick County
Registry.
Eight inch diameter discharge line running from the waste water treatment plant
referenced above to the Brunswick River, together with the easements therefor as
recorded in Book 813, Pages 1003, 1012, 1024, 1033, 1028, 1020 and 1016,
..
Brunswick County Registry. w w I
3. All tanks, motors, pumps, chlorinators, valves, piping and other miscellaneous
personal property used in connection with the above waste water treatment plant
and eight -inch diameter discharge line.
4. All lift stations, pump stations, sewer lines, waste water collection and transmission
lines (whether by gravity or by pumping), utility easements, encroachment
agreements, licenses and othercomponents ofthe sewersystem located within any
real estate developments in Brunswick County to which the Town of Belville
provides sewer service, including but not limited to the developments known as Rice
Hope (Map Cabinet 20, Page 174), Highland Shores (Map Cabinet 20, Page 323).
Woodridge (Map Cabinet X, Page 372, Map Cabinet 17, Page 288, Map Cabinet
18, Pages 82 & 243, Map Cabinet 20, Pages 239 & 454), Glendale (Map Cabinet
19, Pages 275 and 276), Stoney Creek Plantation (Map Cabinet 24, Page 73''Map
Cabinet 22, Pages 121 and 122, Map Cabinet W, Page 175, Map Cabinet 19, Page
410), Snee Farm (Map Cabinet 24, Page 73, Map Cabinet Q, Page 386, Map
Cabinet 19, Page 74), Birch Creek (Map Cabinet 21, Page 156, Map Cabinet 23,
Page 150), Jacobs Run (Map Cabinet 21, Page 407), Between the Creeks (Map
Cabinet V, Page 193), The Fairways (Map Cabinet 20, Page 159), Jackey's Creek
Plantation (Map Cabinets and Pages as follows: 23/214, Z/155, Y/30, Z/308,
17/463, 19/347, 22/219, and 23/299), Waterbury Plantation (Map Cabinet 22, Page
123), Creek's Edge (Map Cabinets and Pages as follows: 17/39, 17/475, 18/187,
18/296, 18/297 & 18/198), River Ridge (Map Cabinets and Pages as follows: 21 /53
and 54, 19/346, 18/424-425, 20/297, 21/152); all map cabinet references are to the
Brunswick County Registry.
5. All utility easements shown on (i) "Plat of Utility Easement for Westgate" consisting
of two sheets by Hanover Design Services, P.A. for Summer Tree Developers, Inc.,
dated April 24, 2001, the same being utility easements over Ocean Gate Plaza and
Night Harbour Drive, (ii) "Plat of Utility Easement for Ocean Gate" consisting of 3
sheets by Hanover Design Services, P.A. for Summer Tree Developers, Inc., dated
January 31, 2000, and (iii) plats recorded in Map Cabinet 24, pages 166 & 167 of
the Brunswick County Registry.
All utility easements shown on maps recorded in Map Cabinet 24, Pages 124 & 125,
and Map Cabinets and pages 7/227, 21/496, W/177, W/181 & 22/123, Brunswick
County Registry.

CGiVE
D c
DOM EtLMINGIO , N
NPR1210
7. Easement from Bruce B. Cameron, et al., recorded in Book 1401, Page 159,
Brunswick County Registry,
8. DEHNR permit NC 0075540 for the waste water treatment plant and all other
permits held by the Town with regard to ownership, operation, maintenance or
expansion of the permit.
9. Contracts between the Town and the parties named below for sewer service.
Contracting Party
Brunswick Cove, Inc.
Brunswick Properties
Brunswick Properties
Tommy L. Little
Southern Lifestyles, LLC
Southern Lifestyles (Rice Hope)
Lanco Properties, Inc.
Jack G. Stocks (Birch Creek and
Jackey's Creek)
Jack G. Stocks (Stoney Creek and
Snee Farm)
Mallory Creek
Wilmington West/Jackey's Creek/Lincoln
Worsley Companies, Inc.
Contract Date
February 14, 1995
April 1, 1996
February 9, 1998
November 13, 1995
October 8, 1998
,1998
November 25, 1996
September 27, 1999
September 27, 1999
March 31, 1998
July 23, 1990
December 13, 1999
THE TOWN REPRESENTS AND WARRANTS THAT IT IS NOT A PARTY TO ANY
CONTRACTS OBLIGATING THE TOWN TO PROVIDE SEWER SERVICE TO
ANYONE OTHER THAN THOSE MENTIONED ABOVE.
10. A right of way and easement over all public or private streets upon, over or under
which any portion of the Town's sewer system is located.
11. Any and all other pipes, pumps, equipment, facilities, easements, licenses and
rights of way used in conjunction with or associated with the Town of Belville's
sewer system, whether or not located within the developments listed in paragraph
4 of this exhibit, and all utility easements shown, reserved or noted upon the
recorded plats for or in the declaration of covenants for any of the developments
mentioned in paragraph 4 of this exhibit, whether or not such easements are
currently being utilized by the Town.
RECEIVED
APR 18 2017
DCM,- !° HD CITY

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APR 18 2017
CM- lVHD C€ �+Y a
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PROP
Brunswick County, NC Register of Deeds page 1 of 8
Brenda M. Clemmons Register of Deeds
10-31-2013 15:56:23.000 Brunswick county, NC
NC REVENUE STAMP: $500.00 (#370943)
Presen et
Total R Int
Ck $ Ck Cash $
Refun : Cash, FlnanCe
❑POltlonsofdocort"tate ii;egibledue t000nftn h..
ofofortal.
Dooumentoontyassea>ve0edbyotinal
:ashumentd-dtcanru:toreproduced orco;'9d,
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $500.00
Parcel #'s: 04800003; 0480003703
This deed was prepared by: Kirsten E. Foyles, Esq., 340 Commerce Ave., 17B, Southern Pines, NC 28387
Mail after recording to: NO OPINION ON TITLE REQUESTED OR GIVEN
4 This instrument is prepared by D. Robert
THIS DEED made this 3aday of October, 2013, by and between Williams Jr., a North Carolina licensed
attorney. Delinquent taxes, if any, will be paid
GRANTOR: FIRST TROY SPE, LLC by the closing attorney to the Brunswick
County Tax Collector upon disbursement of
A North Carolina Limited Liability Company closing proceeds.
340 Commerce Ave., Ste. 17B, Southern Pines, NC 28387
And } p
GRANTEE: BRUNSWICK REGIONAL WATER & SEWER RCfum IO J.S. Pike
e
P 0 Box 2230
Leland, NC 28451
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in Brunswick County, North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT "A"
This is the same property described in a Deed of Trust executed by Bluewater Beach, LLC. The Deed of Trust
was foreclosed (see 09-SP-1259), Brunswick County Clerk of Court.
The property hereinabove described was acquired by Grantor in instruments recorded in: Book 3028, Page 1083,
Brunswick County Registry.
All or a portion of the property herein conveyed does not include the primary residence of aj rff N E D
APR 18 ZOV
LN('y- %at-,n ^.ITY

IIIII IIIIIIIIIIIIIIIIIIIII III I III1 P470 P0526m; o5= 23'PR0
Brunswick County, NC Register of Deeds page 2 of 8
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or
through Grantor, except for the exceptions hereinafter stated.
1. Easements, Rights of Way, Restrictions and Encumbrances of record.
Pursuant to Article V1 Sea 6.1 (a) of the Operating Agreement of First Troy SPE, LLC dated November 16,
2009, the management and control of the business and affairs of said LLC is vested in its' Board of Directors, each
member of whom constitutes a manager of the LLC. Pursuant to Article l?See. 6.12 (a), the Board of Directors
may, from time to time, designate and/or employ one or more individuals to be officers of the Company. ...the
officers of the Company shall have the authority to pursue the business and purpose of the Company, including
without limitation the authority to (i) acquire and retain for any period of time, any real or personal property, or
interest in such property; (ii) sell, exchange, quitclaim, convert, partition, grant an option on, abandon or
otherwise dispose of all or any part of any real or personal property or any interest in such property;... By
Resolution dated June 26, 2013, the signing officer herein was authorized and empowered to execute instruments on
behalf of the LLC and such power remains in full force and effect as of the date hereof.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed in its company name by its duly
authorized Vice President the day and year first above written.
FIRST T OY SPE, LLC
B : (SEAL)
EN E. FOYLES, Vice President
NORTH CAROLINA, CHATHAM COUNTY:
I, Amy R. Armstrong, a Notary Public of the County and State aforesaid do hereby certify that IQRSTEN E.
FOYLES, Tice President, for FIRST TROY SPE, LLC, a North Carolina Limited Liability Company, personally
appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed being authorized to do so on behalf of the company.
Witness my hand and official stamp or seal, this 30 day of October, 2013.
My commission expires: July 4.2015 '
Notarybloc
SEAL
1-10
AMY R. ARMSTRONG
tiolary Publlc, North Carolina
Chatham County
My CommiWon Expires
=UtiVLL)
APR 18 2017 P
QCM- !i!WD':ITY

Tract 1:
Description for
Lincoln Development Company, Inc.
II I III II II I I II i 111 l li lllll l l ll I III B3470 P0527 m 0-31-2013
ans 23 00 P
Brunswick County, NC Register of Deeds Clepage 3 of a
EXHIBIT A
Leeal Description ���JEU NG
PEC� NG�pN
PQR
Beginning at a new iron pipe at the intersection of the westerly right-of-way line of
Raceway Road, (60 foot light -of -way) formerly known as John D. Smith Road and the
southwesterly right-of-way line of Chapel Loop Road (60 foot right-of-way), also known as SR
1524 in Brunswick County, North Carolina. Said beginning pipe being located 48.52 feet, as
measured along said southwesterly right-of-way line of Chapel Loop Road from its intersection
with the southerly right-of-way line of Ploof Road (90 foot public right-of-way). Said beginning
pipe being on a curve having a radius of 308.70 feet. Said beginning pipe also being located
North 72 degrees 30 minutes 17 seconds East 0.64 feet, from an old iron pipe. Running thence
from said beginning pipe:
Along the southwesterly right-of-way line of said Chapel Loop Road, and along the are
of said curve, as it curves to the East to an old iron pipe that is South 46 degrees 56
minutes 02 seconds East a chord distance of 122.08 feet, from the point of beginning;
thence
2. South 17 degrees 29 minutes 43 seconds East 829.27 feet, along the northeasterly right-
of-way line of said Raceway Road to an old iron pipe at the southernmost comer of a
tract deeded to J. D. Allen Investments, LLC by deed recorded in Deed Book 1941 at
Page 1140 of the Brunswick County Registry; thence
North 72 degrees 30 minutes 17 seconds East 220.52 feet, along the southerly line of said
Allen Tract, to a point; thence
4. North 09 degrees 54 minutes 52 seconds East 306.46 feet, along the easterly line of said.
Allen Tract to an old iron pipe. Said old iron pipe being a common comer between a tract
deeded to James F. Rogers, by deed recorded in Book 2077 at Page 652 of said Registry
and said J. D. Allen Investments, LLC Tract recorded in Book 1941 at Page 1140 of said
Registry; thence
5. North 54 degrees 54 minutes 54 seconds East 76.67 feet, along a southerly line of said
Rogers Tract to an old iron pipe; thence
6. Continuing along the southerly and westerly lines of said Rogers Tract
North 31 degrees 19 minutes 41 seconds East 67.37 feet, to an old iron pipe,
South 85 degrees 27 minutes 09 seconds East 57.66 feet, to an old iron pipe,
North 61 degrees 00 minutes 43 seconds East 85.32 feet, to an old iron pipe,
RECEIVED
APR 18 2017
DCM- MHD CITY

10-31-2013
11�������� ��1������l�11��11���1������ Brenda M0 Cl of Deeds e 4ns PROP
South 68 degrees 01 minute 33 seconds East 85.13 feet, to an old iron pipe,
South 16 degrees 51 minutes 15 seconds East 204.40 feet, to an old iron pipe,
South 22 degrees 25 minutes 43 seconds East 180.34 feet, to an old iron pipe,
South 32 degrees 43 minutes 15 seconds West 86.05 feet, to an old iron pipe and
South 17 degrees 09 minutes 27 seconds West 95.03 feet, to an old iron pipe; thence
Continuing along said Rogers Tract southernmost line North 77 degrees 58 minutes 57
seconds East 559.92 feet, to an old iron pipe; thence
8. North 07 degrees 40 minutes 10 seconds West 221.33 feet, to `a new iron pipe, a
common comer between said tract deeded to James F. Rogers and a tract deeded to North
Brunswick Sanitary District (Tract One) recorded in Book 1909 at Page 287 of said
Registry, thence
10. North 83 degrees 22 minutes 16 seconds East 635.26 fed, along the southerly line of said
North Brunswick Sanitary District Tract, along the southerly line of a tract deeded to
Brunswick County by deed recorded in Book 558 at Page 322 of said Registry and a tract
deeded to Howlett, by deed recorded in Book 762 at Page 482 of said Registry, to an old
iron pipe at the southeasterly comer of said Howlett Tract; thence
11. North 06 degrees 37 minutes 44 seconds West 740.73 feet, along the easterly line of said
Howlett Tract and along the westerly line of a 60 foot Private Access Easement described
in Book 762 at Page 482 and Book 764 at Page 957 of said Registry, to a new iron pipe
on the southerly right-of-way line of said Chapel Loop Road; thence
12. North 77 degrees 39 minutes 16 seconds East 60.30 feet, along last said southerly line to
a new iron pipe at the northernmost comer of said 60 foot Access Easement. Last said
pipe also being the northwesterly comer of a tract deeded to CBH Construction Company
by deed recorded in Book 764 at Page 957 of said Registry; thence
13. South 06 degrees 37 minutes 44 seconds East 746.74 feet, to a new iron pipe at the
southwesterly corner of said CBH Tract; thence
14. North 87 degrees 44 minutes 56 seconds east 910.37 feet, along the southerly line of said
CBH Tract, along the southerly line of a tract deeded to Bozeman, as shown on a map
recorded in Map Book 21 at Page 157 of said Registry, passing through a comer of The
Town of Leland Municipal Limit at 407.53 feet, along a southerly line of Woodridge at
Olde Towne, Phase 4, as shown on a map recorded in Map Book 19 at Page 152 of said
Registry, to an old iron pipe; thence
15. Continuing along said Municipal Limit Line South 02 degrees 15 minutes 43 seconds
East 1,597.37 feet, along a westerly line of Woodridge at Olde Towne, Phase 2, as shown
on a map recorded in Map Book17 at Page 288, and Woodridge at Olde Towne, Phase 1,
as shown on a map recorded in Map Book X at Page 372, of said Registry to a new iron
pipe. Last said pipe being on the northwesterly line of Lot 19, of Olde Towne Extension,
Phase 1, as shown on a map recorded in Map Book T at Page 227 of said Registry. Last
said pipe being in a branch; thence
RE-CEiVED HEccivr=D
0CM WILMINGTON, NC
�' 7 1 R 2017 APR 0 4 2017
-7Y

IIIIIII IIIIIII I IIII IIIIIIII IIIII III B3470 P0529 mmons 23'PROP
000
Brunswick County, NC Register of Deeds page 5 of 8
16. Down, with, and along the run of said branch, as it meanders in a southwesterly direction
to a new iron pipe that is,
RECEIVED
South 58 degrees 48 minutes 25 seconds West 17.90 feet, ()CM WILMINGTON, NC
South 37 degrees 34 minutes 25 seconds West 106.1 feet, APR 0 4 2U11
South 77 degrees 36 minutes 58 seconds West 30.3 feet
South 58 degrees 49 minutes 13 seconds West 172.6 feet,
South 70 degrees 48 minutes 38 seconds West 74.1 feet, and South 59 degrees
13 minutes 54 seconds West 107.9 feet, from the preceding point; thence
17. North 85 degrees 52 minutes 01 second West 42.60 feet, to a new iron pipe on the
easterly line of a Sanitary Sewer Pump Station Site; thence
18. North 04 degrees 46 minutes 04 seconds West 15.02 feet, to a new iron pipe at the
northeasterly comer of said Pump Station Site, as shown on a map of Jacobs Run at
Jackeys Creek recorded in Map Book 28 at Page 293 of said Registry; thence
19. North 85 degrees 52 minutes 01 second West 30.40 feet, along the northerly line of said
Pump Station Site to a point; thence
20. South 04 degrees 46 minutes 04 seconds East 15.20 feet, along the westerly line of said
Pump Station Site to a new iron pipe. Last said pipe being on the northerly line of said
"Jacobs Run"; thence
21. North 85 degrees 53 minutes 51 seconds West 1191.76 feet, along the northerly line of
said Jacobs Run, along the northerly line of a tract deeded to Jack G. Stocks by deed
recorded in Book 1118 at Page 601, and along the northerly line of Lot 76R of "the
Arbors at Westgate' Section 1, as shown on a map recorded in Map Book 30 at Page 505
of said Registry, to an old iron bar. Last said iron bar being the southeasterly corner of
Lot 107, of "Birch Creek" Phase 5 (Revised) as shown on a map recorded in Map Book
28 at Page 295 of said Registry; thence
22. North 41 degrees 15 minutes 39 seconds West 196.85 feet, along the northeasterly line of
said Lot 107, to an old iron pipe; thence
23. North 33 degrees 34 minutes 05 seconds West 214.82 feet, along a northeasterly line of
said Lot 107, Lot 106, and Lot 105 of said Birch Creek, to an old iron pipe; thence
24. North 11 degrees 42 minutes 33 seconds West 206.21 feet, along the northeasterly line of
Lots 103, 102, and a portion of 101, of said Birch Creek to an old iron pipe; thence
25. North 85 degrees 51 minutes 11 seconds West along the northerly line of Lot 101, and
beyond, and along the southerly line of a 80 foot drainage and utility easement, 539.97
feet, to a new iron pipe at the southeasterly comer of the 60 foot right-of-way of said
Raceway Road; thence
26, Continuing North 85 degrees 51 minutes 11 seconds West 64.55 feet, along the southerly
line of said drainage and utility easement, to a new iron pipe; thence 'r -� t` I E D
APR 18 2017

I II III II I III IIIIII IIIIIIIIII I III Bra» M. Cl m offs �01PROP
Brunswick County, NC Register of Deeds page 6 of 8
27. Leaving the Municipal Boundary of The Town of Leland, North 17 degrees 29 minutes
43 seconds West 1,761.02 feet, along the westerly line of said Raceway Road, passing
through an old concrete monument at 84.16 feet, to the point of beginning.
The above described tract contains 93.18 acres, more or less comprised as follows:
Raceway Road right-of-way equals
2.36 acres, more or less
60 foot Private Access Easement equals
1.02 acres more or less
Borrow Pit Area equals
89.78 acres, more or less
Total
93.16 acres, more or less
AND BEING in all respects the same property shown on a plat entitled Map of Survey of
a portion of Lincoln Development Company, Inc. (Burnett Tract), Northwest Township,
Brunswick County, dated February 20, 2006, and recorded in Map Book 34 at Page 374 of the
Brunswick County Registry.
Subject however to access easements, in common with others over Raceway Road, and
over the 60 foot access easement described in Book 762 at Page 402, and Book 764 at Page 957
of said Registry.
Subject also however to a 40 foot drainage easement and a 40 foot utility easement, 80
feet total, shown on a map of Birch Creek, Phase 5, (Revision) recorded in Map Book 28 at Page
295 of said Registry.
The bearings referred to in the above description are referenced to N. C. Chid System
NAD 83. The same being a portion of that tract deeded to Lincoln Development Company, Inc.
by dead recorded in Book 296 at Page 628 of the Brunswick County Registry.
EQ
ocM wCMWGTOI , NG
PpR p 4'10
R`CEll VED
APR 18 2017
DCM- IVHD CITY

t'6041V4
Description for.
Lincoln Development Company, Inc,
�EGEIVED
tOCM WILMINGTON, NC
4PR e 4 V1
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 83470 F0931m o�=-23,� P
Brunswick County, NC Register Brenda M. cleof Deeds page 7 of E
To arrive at the true point of beginning commence at the intersection of the center -line of
Ploof Road (80 foot right-of-way), and Chapel Loop Road (60 foot right -of way), also known as
S.R. 1534 in Brunswick County, North Carolina Go thence in a southerly and easterly direction
along the center -line of said Chapel Loop Road, North 30 Degrees 22 minutes and 30 seconds
West 87.91 feet, North 63 degrees 55 minutes and 00 seconds west, a chord distance of 302.35
feet, and South 82 degrees 32 minutes 30 seconds West 41.94 feet, to a point. Go thence,
perpendicular to the center -line of said Chapel Road 30.0 feet, in a southerly direction, to an old
iron pipe. Said old iron pipe being the northeasterly comer of a tract deeded to J.D. Allen
Investments, LLC by deed recorded in Book 1941 at Page 1140 of the Brunswick County
Registry. Said old iron pipe being THE TRUE POINT OF BEGINNING. Running thence from
said beginning pipe:
2.
4.
5.
91
North 82degrees 32 minutes 30 seconds East 853.38 feet, Along the southerly right-of-
way line of said Chapel Loop Road, to a new iron pipe in a ditch. Last said pipe marking
the northwesterly comer of a tract deeded to North Brunswick Sanitary District (Tract 1)
by deed recorded in Book 1909 at Page 287 of said Registry; thence
South 14 degrees 05 minutes 30 seconds East 223.82 feet, along a westerly line of said
sanitary District Tract to an old iron pipe; thence
South 02 degrees 27 minutes 56 seconds West 171.33 feet, along another westerly line of
said Sanitary District Tract to a new iron pipe; thence
South 18 degrees 01 minutes 30 seconds East 291.20 feet along another westerly line of
said Sanitary District Tract to an old iron pipe; thence
South 03 degrees 06 minutes 38 seconds east 221.33 feet to an new iron pipe; thence
South 82 degrees 32 minutes 30 seconds west 559.92 feet to a new iron pipe; thence
Direction
Degrees
Minutes
Seconds
Direction
Feet
North
21
43
00
East
95.03
North
37
16
48
East
86.05
North
00
00
00
West
0.00,
North
12
17
42
West
204.4,
North
63
1 28
00
West
85.13
South
65
34
16
West
85.32
RECEIVED
APR I8 2017
DCM- MHD CITY

oo
�.... wick CountY, NC Register 83410Deeds P0532�8rof28PROP
North
80
1 53
36
West
57.66,
South
35
53
15
West
6!,E
South
59
28
27
West
76.'7,
to a point on an easterly line of said tract deeded to J.D. Allen Investments LLC to a new iron
pipe; thence
8. North 05 degrees 21 minutes 07 seconds west 180.00 feet along said easterly line of
Allen tract to an old iron pipe; thence
9. north 21 degrees 33minutes 33 second 266.23 feet along another easterly line of said
Allen tract to the point of beginning.
The above described but contains 12.82 acres, more or less. The same being a portion of
that tract deeded to Lincoln Development Company, Inc. by deed recorded in Book 296 at page
628 of the Brunswick county Registry.
Subject however, to easements of record.
Wlla
0
01\14% 0 �
PQ�
RECEIVED
APR 18 2017
13CNI9 1%, V1,n CITY

EI
III I IIIIIIII I I III III IIII III II III II III a34ss Kl m ens 36'PROP
Brunswick County, NC Register of Deeds page t of 3
3 f
l,y •n C
CP_'UP'J±UKOMsntareillecos juewwiiaWn
�y y..
seals veMiedbyoioina! • �'
Prepared by D. Robert Williams, Jr. '��a!^c-m5erearodutzr±airopieG.
STATE OF NORTH CAROLINA
INSTRUMENT OF COMBINATION
COUNTY OF BRUNSWICK
�A Fe,brw"y
This INSTRUMENT OF COMBINATION made this the 5 — day of aaeuary 2014 by
Brunswick Regional Water and Sewer, a/k/a H2Go, having a mailing address of PO Box
2230, Leland, NC 28451;
WITNESSET14:
THAT WHEREAS the maker(s) of this INSTRUMENT OF COMBINATION own certain
properties which were acquired by the following deed(s):
Special Warranty Deed from First Troy SPE, LLC duly recorded in Book 3470,
Page 525 of the Brunswick County Registry, said property described therein
consisting of Brunswick County tax parcel numbers 04800003 and 04800003703;
and
WHEREAS said owner(s) wish to combine the above -mentioned properties into a single tract of
land for the purpose of complying with all applicable provisions of the Brunswick County
Zoning and Subdivision Ordinances; and,
WHEREAS this is a limited special purpose instrument for the purposes specified above and is
not a conveyance or modification of the ownership interests in the property hereinafter
described;
WHEREAS, upon execution and recordation of this instrument, the properties acquired by the
aforementioned deed are hereby combined and shall hereafter be described according to the
description in Exhibit A, attached hereto and hereby incorporated by reference;
RECENED
APR 18 2017
GEIV e0
TON
0CM WI�MING N
APR 0 41011
DCM- W.HD CITY

IIIIIIIIIIIIIIIIIIIIIIIIIIIIJill IIIII 83498 P0122m 3PROP
61
001
Brunswick County, NC Register of Deeds page 2 of 3
IN WITNESS WHEREOF, the maker(s) have hereunto set his/her/their hand(s) and seal(s), the
day and year first written above.
Brunswick Regional Water and Sewer,
a/k/a H2Go
By: (seal)
(seal)
Name: :g�.pber-f alkee
Title: c)xect diVC hl f2.Cw1 of
State of North Carolina
County of 4(L4 115W !C /L
I, T{ Y e s,t #. lu/t5� a Notary Public for the State of North Carolina,
certify that MpLeH PJ41lei✓ personally came before me this day and
acknowledged that he (or she) is fw %V;w bita4r (Title of official) of Brunswick Regional
Water and Sewer, a/k/a H2Go, a municipal corporation, and that he/she, as
jfWru/•rr lilterdrr (Title of official), being authorized to do so, executed the foregoing
document on behalf of the corporation.
jb
Witness my hand and official stamp or seal, this .J day of FeApryOr4 2014.
My Commission Expires: /0- 05- 2101 V
�G 'OUSUG :'%
n �,°
JtAA,/L /J.42!r
Notary Public
RECENED
APR 18 Z017
J �0 NG
OGM�\�
PQR
DCM- I! HD CITY

QQ '' 02 10 2014
IIIIIII'IIIIIIIIIIIIIIII II'I�I III IIIIn I34 k V�ds P 9e09:57m3ns PROP of 3
Exhibit "A"
New Legal Description
BEING ALL of that 105.98 acre tract of land as shown on a survey map entitled
"Combination Survey for Brunswick Regional Water & Sewer (112Go)" prepared
by East Coast Engineering & Surveying, P.C. dated January 20, 2014, a copy of
said map being recorded in Map Cabinet 8 a , Pages 36 —3''1 of
the Brunswick County Registry, reference to which is hereby made for a more
particular description. Also being the same property as described in that Special
Warranty Deed from First Troy SPE, LLC duly recorded in Book 3470, Page 525
of the aforementioned Registry.
R�G�N
RECEIVED ocMOV �1011
APR 18 2017 PpR 0
DCM- MHD CITY

a..f �FIGE _ - -
0813 1009
116"
STATE OF NORTH CAROLINA
CODNTY OF HRUNSNICK
90 JUL 27 FII 2POLITLss RseENcyr
.. 1_.aeR
e-s,;vm ar sews
/THIS GEED OF EASEMENT, esecured'D.�inis'f*the If' day of
1/L�....� 1989, by and between the NORTH CAROLINA
STATE PORTS AUTHORITY, an agency of the State of North Carolina
at 2202 Burnett Boulevard, Wilmington, New Hanover County, North
Carolina (hereinafter referred to as "GRANTOR"): and the TOW OF
BELVILLE, whose mailing address is Town Hall, Noin Street
Belv111e, Leland, North Carolina 29451 (hereinafter referred to
as "GRANTEE");
W I T N E S S E T H:
For and in consideration of the a= of Twenty -Four Thousand
Dollars and No/100 (S24,000.001 and other valuable consideration
Paid on behalf of GRANTEE by Wilmington West Land Company,
developer of the sewer plant, to the GRANTOR, receipt of which is
hereby acknowledged, the GRANTOR has bargained, sold and conveyed
and by these presents does hereby grant, bargain, sell and convey
unto the GRANTER, its successors and assign, the right,
privilege and perpetual right of way and easement over, through,
under and upon the lands and premises hereinafter described for
the purpose of constructing, installing, inspecting, maintaining,
repairing, removing, extending, improving, replacing, building
and/or operating certain sanitary sewer, and other related
facilities, pipes, valves, and other related appurtenances, said
premises being a certain parcel or tract of land located In
dD.DO_
ry
Q
a
�

.::.r. _ r r. _
-813 1004
Brunswick County, North Carolina, and mare particularly described
as follows:
BEING ALL OF THE PROPERTY DESCRIBED ON
EXHIBIT "A" AND SHOW ON EXHIBIT "B", BOTH
HERETO ATTACHED, HADE A PART HEREOF, AND
INCORPORATED HEREIN BY REFER CE.
TO HaVE AND TO HOLD said right of way and easement to
GRANTEE, its successors and assigns, for so long as said sanitary
sewer shall_ be Maintained and operated, and no longer.
The facilities now in existence or to be placed over, under,
upon and across said right of way and easement shall become and
remain the property of the GRANTEE. The GRANTEE shall have the
right to construct, install, inspect, maintain, repair, remove,
extend, improve, replace, build and/or operate these or new
facilities and to make such changes and additions to such
facilities upon the easement and right of way as the GRANTEE may
deem advisable.
The GRANTEE shall at all times keep the area of the
perpetual easement and right of way clear of all buildings or
structures, that would interfere with the GRANTOR'S use of the
area containing the casement. The dRANToa agrees not to
construct or allow to be constructed any building, structure or
other imDrovesent, nor to plant or allow to be planted any trees,
shrubs, bushes, undergrowth or other vegetation or to otherwise
permit encroachment or interference with the GRANTEE'S rights
hereunder. It is expressly understood and agreed, however, that
the GRANTOR, its heirs, successors and assigns shall retain the
right to use the ground lying within the easement area for any
l /
op
m -
n

n61._Plry
0813 1005
3
other lawful purpose, including the granting of future utilities
easements and rights of way in the same location provided,
however, that such use shall not be inconsistent with the rights
' herein granted to the GRANTEE, and GRANTEE shall not be liable
for any damages or loss due to the exercise of its rights
hereunder within its easement and right of way.
For the purpose of constructing, inspecting, Improving,
replacing, removing, maintaining, extending, repairing or
otherwise using the above described facilities, the GRANTEE shall
have the right of ingress to and egress from the easement and
right of way over such private roads, alleys, ways or paths
(hereinafter collectively referred to as "private roads") as may
now or hereafter exist on the property of the GRANTOR. Any
damages resulting to such private roads from the negligent use by
the GRANITE shall be repaired by the GAANTEE at its expense_ The
right, however, is reserved to the GRANTOR or its heirs,
successors and assigns to shift, relocate, close or abandon such
private roads at any time. If there are no public or private
roads reasonably convenient to the easement and right of way, the
GRANTEE shall have such right of ingress and egress over the
GRANTOR'S property adjacent to the easement and right of way in
such manner as shall occasion the least practicable damages and
inconvenience to the GRANTOR. The GRANTEE shall be liable for
I any damages resulting from its exercise of the right of ingress
and egress over adjoining property.
v o
- 0
z fly m 2 2 �
c� n 00

B13 1006
a
By acceptance of this Deed of Easement, the GRANTEE agrees
that It will restore the surface of the land to its APProxlmate
level prior to construction by fill or grading I. the Course of
construction or maintenance of the aforesaid faculties so long
as the same are not inconsistent with and do not Interfere with
the rights herein granted to the GRANTEE. It is specifically
agreed that any trees removed for construction or maintenance
work will hot be replaced. She construction or maintenance area
will be seeded by the GRANTEE, but the GRANTEE shall not be
responsible for landscaping or otherwise improving the area. It
Is understood and agreed that the execution and delivery of this
deed by the GRANTOR and its acceptance by the GRANTEE shall not
obligate the GRANTEE to Construct or maintain any main, line,
Pipe, lateral or other extension or permlt any connection to Its
sanitary sewer system.
GRANTEE agrees that upon the direction of the GRANTOR it
will relocate the sanitary sewer system to another area of the
GRANTOR'S Property if the location herein granted should ever be
required for other purposes by the GRANTOR. GRANTEE agrees that
any Such relocation shall be At its sole cost and expense. It is
specifically acknowledged and agreed by GRANTEE, its successors
and assigns, that this provision regarding the movement of the
easement at GRANTRR'S expense shall run with the land and shall
' apply to any and all persons having any future interest in said
easment.
O�
N /

8 13 ^1007
s
GRANTEE further agree. that the terminus of its outfall into
the Nrun.wick River shall be constructed at a grade helve mean
lw water so that it is concealed from view at all times-
' GRANTOR covenants and warrants that it is lawfully seised
and possessed of the property described shove; and that it has
good right and lawful authority to convey said easement for the
purposes herein expressed; that said property is free and clear
of any Geed of Trust, mortgage, lien, charge or other encumbrance
thereon affecting said easement, and that said GRANTOR for its
hairs, successors, executors, administrators, and as.igns
covenants that it will warrant and defend the title to said
easement against any and all claims and demands whatsoever.
IN wITNEss wsE F, the GRANTOR has caused this instrument
to he executed and its seal affixed hereto all as of the day and
year first above written.
'mot ATE .... NORTH CAROLINA STATE PORTS AUTHORITY
'. ......... .. �P
c •♦ • sal. By
A.TTdST+„ i.PPROYAL DATE.^, p
•••- BOARD
COMUrrcE ;UFO ONLY
Ate(. secretary �v^----� COUNCIL OF STAn 3-AM

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APPR0 AS M PORN:
LACY N. T ORHBGRG
A7 GERCAAL
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STAIR OF NORTH CAROLINA
COUNTY OF NEw, H)U*0 E
I, . jPllY11e' A" I a Notary Public in
and for the County and State aforesaid, do hereby certify that
Thomas J. Green, Jr.. Personally appeared before me this Gate and
acknowledged that he is Assistant Secretary of the North Carolina
State Ports Aurbnrity and that by authority duly given and as an
act of the North Carolina State Ports Authority, the foregoing
instrument was signed by James J. Scott. Jr., its Executive
Dlxector, attested by himself as Assistant Secratary, and sealed
with the common seal of the said North Carolina State Ports
Authority.
IN WITNESS WHRRROF, I have hereunto set my hand and
NgWial Seal, this the �_ day of DP"HbX— 1989.
• - \`. Notary Yubli�—
LIr4��`'
'.._��Qlaa1aS10R P3jlire6:
STATE OF NORTH CAROLINA. "mokk Caw 19a
ih Fuu,,, CemunlJ of J aerie tuinev. NO[arr Public
W..) mlane u W mnm1.
R-.4 G., fJ 4yef July 19 90.. 1e09 Webb pM.
sum i. new.... 4,u. of Duero
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EXHIBIT A
BEGINNING at a concrete monument, the same Delft the
Nort hvest corner of a tract of land Conveyed by Clara
H. Burnett to the H.C. State Ports Authority, said
Beginning point also being the most Northeast Corner of
the Olde Taw.. tract; running thence, from said
Beginning point, North 89 degtees 00 minutes East 200.0
feet to a point; running thence, North 88 degrees 52
minutes East 1799.13 feet to a point in the western
Right of Way line of River Road (N.C. Hwy. 0133, 60
foot Right of Way); running thence, with the Western
Right of Way line of River Road South 14 degrees 24
minutes East 529.62 feat to a point; running thence,
North 82 degrees IB minutes East 696.84 feet to a point
at the edge of the old lay up basin; running thence,
with the edge of the old ley up basin South 14 degrees
24 minutes 15 seconds East 30.2 feet to a point;
running thence, South 82 degrees 18 minutes Want 722.40
feet to a point; running thence, North 14 degree. 24
minutes west 499.69 feet to a point; running thence,
South 88 degrees 50 minutes Nest 1235.43 fast to a
point; running thence, South 89 degrees 00 .lout.. West
696.39 feet to a point in the Western line of the above
mentioned tract of land conveyed by Clara H. Burnett to
the N.C. State Ports Authority; running thence, with
said western line North ) degrees 53 minutes West 30.2
feet to the point of Beginning.
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AGENT AUTHORIZATION FORM for ENVIRONMENTAL PERMITTING
STREET ADDRESS: 600 River Rd SE, Belville. NC 28451
Easement Holder: Brunswick Regional Water & Sewer (H2GO): Bob Walker. executive director, 516
Vfijage Rd NE. Leland NC 28451.
Parcel Owner 1: D.R. Horton Inc., 503 Wando Park Blvd S#200, Mt Pleasant, SC 29464.
PARCELID: 048CA02003 PIN#:a10720821011
Parcel Location: Effluent line easement from NC-133 to NC State Ports parcel (0.53 acre)
Parcel Owner 2: NC State Ports Authority, PO Box 9002. Wilmington NC 28402
PARCELID: 048CB001 PIN#:310720805699
Parcel Location: River front parcel (14.2 acres), 90 ft wide at effluent easement crossing
Parcel Owner 3: D.R. Horton Inc.. 503 Wando Park Blvd 5#200, Mt Pleasant, SC 29464,
PARCELID: 048CEOOIOI PIN#:310719628377
Parcel Location: Effluent line easement from Morecamble Blvd east to NC-133 (5.18 acre)
Parcel Owner 4: D.R. Horton Inc.. 503 Wando Park Blvd S#200. Mt Pleasant, SC 29464,
PARCELID: 038KA00102 PIN#:310719612191
Parcel Location: Effluent line easement from Morecamble Blvd west to Windsor Dr (52.5 acre)
Parcel Owner 5: Brunswick H2150, Bob Walker, director, 516 Village Rd NE, Leland NC 28451, PARCEL
ID: 0470003630 PIN*:219718218244
Parcel Location: WTP and Well #1 site, west end of Gregory Rd, Belville (30.9 acre)
The undersigned, registered owners of the above noted property or easement, do hereby authorize
Gerald Pottem & Rich Mo eq nsen of Mogensen Mitigation Inc. MMI-RIGA)
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or
certification and any and all standard and special conditions attached.
Property / Easement Owners Address: Brunswick H2GO, Bob Walker, director, 516 Village Rd NE. Leland
NC 28451. Telephone: [phone] ext.106
We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.
J RECEIVED
(Bob Walker, exec Dir 4 8 2017 RECEIVED
u orized Signature DCM WILMINGTON, NC
Date: 3 - ;?- /7 DCM- f'IND CITY MAR 0 7 2017

MOGENSEN MITIGATION, INC. PAM
ENVIRONMENTAL CONSULTING
MOGENSEN MITIGATION, INC
MMI-RJGA RALEIGH (Robert J. Goldstein & Associates) MMI MAIN OFFICE — CHARLOTTE
104 East Chestnut Avenue, Wake Forest, NC 27587 P.O. Box 690429, Charlotte, NC 28227
Tel: [phone] [e-mail] Tel: [phone] [e-mail]
06 March 2017
Ms. Betty P. Cheshire
884 Cheshire Road
Rocky Point, NC 28457
RE: CAMA Permit Application for proposed construction at the Brunswick River in Belville, NC.
Dear Sir or Madam,
This letter serves to notify you of the proposed construction of an effluent discharge pipeline and
diffuser in the Brunswick River near your property along River Rd (NC-133) in Belville, NC.
Brunswick Regional Water and Sewer 1-12GO is planning a new drinking water treatment plant
(WTP) along Gregory Rd in Belville, and this new pipeline and diffuser will convey reverse osmosis
concentrate water (similar to seawater) generated at the WTP to the river. It will be installed
alongside the existing discharge pipeline for 1-12GO's Belville wastewater treatment plant (WWTP),
using the existing right-of-way from NC-133 to the river. It will be completely buried under ground
and under the riverbed, except for four diffuser ports spaced it feet apart that will protrude one
foot above the riverbed. The diffuser port array will be approximately 360 feet out from the
shoreline, and 150 feet south of the existing WWTP discharge. Pilings will be installed to mark its
location, and a debris deflector mounted on the pilings will also help deter boats from hitting the
diffuser. Please see the attached map showing the proposed pipeline route and diffuser location.
A Coastal Area Management Act (CAMA) Major Permit is required to construct and operate the
proposed discharge, since the Brunswick River and associated wetlands are designated Public
Trust Waters under CAMA rules. CAMA Permit applicants are required to notify adjacent property
owners, according to the NC Division of Coastal Management (DCM) which implements the CAMA
rules in NC. A copy of the CAMA Permit Application forms and figures submitted to DCM is
enclosed with this notification letter. You are invited to submit any comments or concerns
regarding this project in writing to the address below within 30 days of receiving this letter:
Ms. Heather Coats
NC Division of Coastal Management R r �C' E IV
127 Cardinal Drive Extension APR 18 2017 RECEIVED
DCM WILMINGTON, NC
Wilmington NC 28405
h"^ � r "'-;D CITY MAR 0 7 2017
NEPA & SEPA Environmental Impact Reports ■ Jurisdictional Wetland & Stream Buffer Delineations ■ Section 404-401 Permitting ■ Endangered & Threatened Species
Surveys ■ Federal & State EnvironmentalAgenry Consultation ■ Stream & Wetland Restoration & Mitigation Planning ■ Mitigation Banking & Monitoring ■ GPS &
GIS Mapping ■ Water Quality & Stream Flow Studies ■ Phase 1 Risk Assessments ■ Lake & Watershed Management ■ Conservation Planning ■ Parks & Greenways
■ Water Supply, Wastewater & Storm water Utilities • Electric & Gas Transmission Lines ■ Ponds, Lakes & Dams ■ Residential & Commercial Site Development

MOGENSEN MITIGATION, INC. (MMI-RJGA)
If no comments are submitted within 30 days, DCM will assume you have no comments on this
project. Feel free to call or email me if you have questions; my contact info is provided below. We
are serving as Brunswick 1-12GO's environmental permitting agents for this project.
Sincerely,
Gerald Pottern
Mogensen Mitigation Inc - RALEIGH office
MMI-RJGA Environmental Consultants
104 East Chestnut Avenue
Wake Forest, NC 27587
Office: 919-556-8845
[e-mail]
CC: Heather Coats, NC Div. Coastal Management
Carl Scharfe, The Wooten Company
Bob Walker. Brunswick H2GO
RECEIVED
APR 18 2017
DCM- IVHD CITY
RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2017
Page 2

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ROY COOPER
Govemar
MICHAEL REGAN
Secretary
Coastal Management
ENVIRONMENTAL QUALITY
BRAXTON DAMS
April 12, 2017 c;,CCo,
Brunswick Regional Water & Sewer H2G0
c/o Bob Walker
516 Village Road SE
PO Box 2230
Leland, NC 28451
Dear Mr. Walker:
The Division of Coastal Management hereby acknowledges receipt of your application on behalf of the
Brunswick Regional Water & Sewer (H2G0), for State approval for development of the property located
between 600 River Rd. SE and Hawkswater At The River Subdivision, adjacent to the Brunswick River in
the Town of Belville, Brunswick County. It was received complete on April 6, 2017, and appears to be
adequate for processing at this time. The projected deadline for making a decision is June 20, 2017. An
additional 75-day review period is provided by law when such time is necessary to complete the review. If
you have not been notified of a final action by the initial deadline stated above, you should consider the
review period extended. Under those circumstances, this letter will serve as your notice of an extended
review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from April 6, 2017, you may request a
meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of
your project. Such a meeting will be held within five working days from the receipt of your written
request and shall include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a 'Notice of Permit Filing' postcard which must be posted at the
property of your proposed development. You should post this notice at a conspicuous point along your
property where it can be observed from a public road. Some examples would be: Nailing the notice card
to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the road
right-of-way where a private road would lead one into your property. Failure to post this notice could result
in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing
if you wish to receive a copy of my field report and/or comments from reviewing agencies.
SincerelyRLE C E IN E D
Brooks Surgan APR 18 2017
Field Representative
Enclosures
DCM- MHD CITY
cc: Doug Huggett, DCM Tyler Crumbley, ACOE
Heather Coats, DCM Chad Coburn, DWR
Gerald Potters; c/o Mogensen Mitigation, Inc; 104 East Chestnut Ave., Wake Forest NC 27587
State of North Carolina I Environmental Quality I COMW Management
127 Cardiral Drive Ext. Wilmington NC 29405
910 796 7215 T

NoTI(01$170A
RECE
APR l P.
DCM- Fv E
LAMA PERMIT
APPLIED FOR
Construction of an effluent discharge
'JLCI%nIIAll ►7 A ALT.'ALw7 MrWR N=�Jw2 J t T 8R AA I A,7A-WI TSit 7�
COMMENTS ACCEPTED THROUGH
APPLICANT:
Brunswick Water & Sewer Ii2GO
c/o Bob Walker
516 Village Road SE
PO Box 2230
Leland, NC 28451
up
6.2017
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
127 Cardinal Dr. Extension
Wilmington, NC 28405
Brooks Surgan, Field Representative
910-796-7270

Figures and Construction Plan Sheets for CAMA Maior Permit Application
Brunswick H2GO WTP Concentrate NPDES Discharge
1. Project Vicinity Maps, Western and Eastern Portions (2)
2. Wetland and Stream Location Maps (4)
3. FEMA Flood Hazard Map
4. Construction Plan Sheets
5. Turbidity curtain product cut sheet
6. Duckbill diffuser product cut sheets
RECEIVED
APR 18 2017
DCM- ft",HD CITY
RECcIVED
DCM OLMINGTON, NC
MAR 0 7 2017

THE
WOOTEN
COMPANY
120 North Boylan Avenue
Raleigh. NC 27603
919.828.0531
Fax [phone]
q NG
PQR
March 24, 2017/April 04, 2017
Mr. Brooks Surgan
Field Representative
DEQ- Division of Coastal Management (DCM)
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Responses to March 16, 2017 Permit Application Comments
CAMA Major Development Permit Application
Brunswick Regional Water & Sewer 1-12GO, Leland, in Brunswick County
Dear Mr. Surgan:
Please see below responses to your review comments letter dated March 16, 2017.
PROJECT NARRATIVE COMMENTS
Please explain the purpose, location, and quantity of the proposed "temporary
wooden pilings" as they relate to the floating PVC pipe and siltation curtain. An
installation and removal schedule must be included in this part. Describe
precautions for safe navigation around the pilings and silt curtain.
Response: The temporary wooden pilings, as needed, will supplement the
turbidity curtain anchors. Up to approximately eight (8) temporary pilings
would be used to anchor the curtain against tide changes (see updated
Drawing S-1.01). The temporary piles and silt curtain would be installed
several days prior to the excavation activities and be removed approximately
7 days after the diffuser installation and testing is completed. It is
anticipated that the pipe drilling, bottom trench excavation, diffuser
installation, and material backfdl will require 2 to 4 weeks. Solar powered
lights will be placed on the temporary piles (as shown for permanent piles)
and removed with the temporary piles. These will serve to warn water craft
of the presence of the temporary piles and the turbidity curtain
Please provide a description of all permanent wooden pilings to be place around
the diffuser, besides the defector, and precautions for safe navigation.
Response: One additional permanent pile will be installed adjacent to the
bend in the piping which will mark the beginning of the main diffuser pipe.
The other end of the diffuser will be marked with the last deflector piling
closest to the diffuser line and will serve, ff- tv pp[1„gf the diffuser pipe.
APR 18 2017
DCM- Cy".HD CITY

0
M�GMN G 1 NG
OG PR��1�
P
Note that the only exposed piping in the water will be the bottom diffusers
themselves.
THEPlease provide additional information regarding the debris deflector including.
function, justification, dimensions, design, and the aid to navigation.
W 0 OT E N
Response: The primary hazard to the bottom diffusers are 1) boat anchors
COMPANYdragging across the bottom and hitting a diffuser or 2) a large floating mat of
logs (with logs sticking vertically into the water dragging the bottom). Large
floating mats are possible during and after hurricane/severe flooding
weather episodes. The deflector wall is angled in relation to the diffuser line
and toward the middle of the river. This will allow material to be deflected
away from the diffusers and toward the center of the river. The deflector
and warning signs will serve to keep boaters and other water craft aware of
(and away from) the diffuser area. The dimensions and design of the
deflector is shown in Drawings C-1.05, S-1.01, and S-2.01. Each permanent
piling will have the solar powered warning lights and warning signs will be
posted as shown on the Drawings.
Please describe how wetland and shoreline impacts will be avoided as the fused
PVC pipe is pulled back from the water and down in to the borehole.
Response: The overall concept is that the directional drilling will originate
from a drill pit on land (see C-1.05 Drawing). A pilot hole will be drilled from
the drill pit on the shore under the river and up through the river bottom at
the diffuser installation area. The pipe will be floated on the river, pulled
down into the water and back through the borehole under the river, and then
surface again at the starting borehole pit on the land. The pipe would then be
connected to the rest of the RO line in the pit.
The directional drilling Contractor will first drill the pilot hole from shore to
the diffuser location and have a diver connect a cable to the steering head of
the pilot drill rod and bring the steering head onto a barge. Then the steering
head will be removed and a 24-inch cutter head attached with the PVC fused
pipe also attached (on the barge) and the pipe pulled back down into the
water (filling the pipe with water as they proceed) and pulled back to the drill
pit through the underwater pilot hole. The pipe pull will be under the
wetlands/shoreline and far enough from shore not to impact the wetland or
the shoreline. The pipe itself will be fused on the shore and floated out onto
120 North Boylan Avenue the river with barge/boat. The pipe shall be cradled over any wetland/shore
Raleigh, NC 27603 area.
919,828.0531 Please clarify the purpose of dredge and fill in Primary Nursery Area and how the
Fax [phone] dredge area has been reduced minimized to impacts. Also include timing of dredge
RECEIVE operations as restrictions may be required for certain fish species.
APR 18 2017
DCM- MHD CITY

EGGS G�� 'NG
PQR
Response: The configuration of the trenched area is based upon the
acceptable bending radius of the directionally drilled pipe. The trench length
on either side of the diffuser is based on the amount of room needed for divers
THEto gain access to diffuser to make the pipe connection and backfill the trench.
W 0 OT E N The project will be timed to occur sometime between October Vt to February
28t° to avoid the Anadromous fish spawning and migration period (March 1
COMPANY to September 30`").
Include dredge methodology for dredging, transport, and disposal.
Response: The trench excavation methodology via use of a barge was
described in MP-4, Part 5.c. The deflector permanent pilings will be installed
once the diffuser is installed and the temporary pilings and turbidity curtain
are removed. The excavated river bottom material will be deposited on land
currently owned by Brunswick Regional Water and Sewer H2GO. The area
is near the wastewater treatment plant and is shown in the figure
accompanying Form MP-2.
Please clarify height of deflector and diffuser marker pilings above MHW. Project
Narrative shows T above MPIW, 5-2.01 shows deflector at 10.6' above MHW.
Response: The Drawings provide the correct deflector heights. The PVC
pile caps will be approximately 3 feet above the 100-year flood elevation and
navigation lights approximately 1 foot below the top of the PVC pile caps.
Please provide a description about the existing or proposed plant that the diffuser
line will serve.
Response: The new Water Treatment Plant (WTP) will have a finished water
capacity of 4 MGD and be a reverse osmosis water treatment plant. The new
WTP will include a treatment plant building, two (2) reverse osmosis
treatment trains, chemical feed and storage systems, carbon dioxide feed
system and tank, calcite contactors, 1 MG ground storage tank, high service
pumps, instrumentation, SCADA system, sitework, yard piping, electrical
and all associated appurtenances. The diffusers serve as a discharge point
for the concentrate generated by the reverse osmosis process.
DCM MP-2 FORM
120 North Boylan Avenue Please submit a complete MP-2 Form with this application for the proposed
Raleigh; NC 27603 excavation and fill. A spoil site for the proposed excavation and fill must be
919.828.0531 identified by the applicant and approved by the Division of Coastal Management.
Fax [phone] Response: The MP-2 form has been completed. Materials excavated will be
RECEIVEQ deposited (via truck transport) to existing borrow land owned by the
APR 18 2017
DCM- MHD CI

0
THE
WOOTEN
COMPANY
120 North Boylan Avenue
Raleigh, NC 27603
919.828.0531
Fax [phone]
E�N G
N
�ECM�N��pN
OGM� p 41��1
PpR
Brunswick Regional Water and Sewer H2GO adjacent to their wastewater
treatment plant. The material would be deposited and a silt fence placed
around the deposited material. A figure showing this area is provided with
the MP-2 Form.
DCM MP4 FORM
Please provide a description of all permanent pilings around the diffuser.
Response: There will be five permanent pilings (four on the deflector and
one additional). They are shown on the updated Drawings C-1.05 and S-
1.01.
APPROVALS
Incorporate approval of dredge disposal site owner for disposal
of excavated spoil.
Response: Excavated spoil will be deposited on land owned by Brunswick
Regional Water and Sewer 112GO.
Please identify all adjacent riparian landowners and provide original or copies of
certified mail receipts indicating the owners have been notified.
Response: Please see attached original return receipts from all three
landowners.
DEED
Please provide legal documentation that a permanent utility easement has been
retained for this project.
Response: Please see attached 1987 easement for the WWTP outfall project.
The new RO discharge line will be installed within this existing easement.
Please provide approval for use of proposed disposal site.
Response: Excavated spoil will be deposited on land owned by Brunswick
Regional Water and Sewer 112GO (see attached deed).
WORKPLAN DRAWINGS
A work plans scales must be converted to standard engineer scale (i.e. 1" = 10', 1"
- 20"etc.). RECEIVED
APR 18 2017
DCM- MHD CITY

THE
WOOTEN
COMPANY
120 North Boylan Avenue
Raleigh, NC 27603
919.828.0531
Fax [phone]
-N Io NG
PP
Response: Scales are standard engineering scales on the updated Drawings
C-1.05, S-1.01 and S-2.01.
C-1.05 — Please add the total width of water body and 'A width of waterbody lines
to the site plan for Brunswick River
Response: These have been added to the revised Drawing C-1.05.
C-1.05 — Please provide the location of the existing WWTP discharge pipe.
Response: The WWTP discharge pipe location is labeled on the updated
Drawing C-1.05.
C-1.05 — Please delineate NHW, NLW (or MHW, MLW), DCM 30' and
75' Setbacks.
Response: Updated Drawing c-1.05 shows the MHW and the DCM 30' and
75' setbacks. Elevations based on NAVD88.
C-1.05 - Indicate the landward and waterward boundaries of wetlands.
Response: The wetland area is shown as a hatched area between the
landward and waterward sides of the wetland area.
C-1.05 — Please provide the location of the siltation curtain and all
temporary pilings.
Response: Please see updated Drawing S-1.01.
C-1.05 — Please show location of piling hazard markers around diffuser.
Response: Updated Drawing S-1.01 shows the permanent piling locations.
S-1.01 — Please show location of piling hazard markers around diffuser.
Response: Please see updated Drawing S-1.01.
S-1.01 — Please provide the location of proposed temporary wooden pilings.
Response: Temporary wooden pilings are now depicted revised Drawing S-
1.01.
S-1.01 Please clarify piling spacing; MP-4 Form has 12' spacing, S-1.01 has
'I I' spacing.
RECEIVED
APR 18 2017
DCM- IUHD CITY

THE
WOOTEN
COMPANY
120 North Boylan Avenue
Raleigh. NC 27603
919.828.0531
Fax [phone]
REG�N EQ NG
Pe
Response: The correct spacing is 11' on center as is shown on updated
Drawing S-1.01.
S-2.01 — Diffuser deflector plan is not to scale
Response: The original and updated Drawing S-2.01 is scaled correctly.
S-2.01 — Section AA should more accurately reflect the water depth in the
proposed location and be drawn to scale.
Response:
*NOTE* - A State Stormwater Plan will likely be required for the treatment
facility.
Response: A stormwater plan has been submitted for the new Water
Treatment Plan.
If you have any questions or concerns, please do not hesitate to contact our office.
Sincerely,
Carl Scharfe, P.E.
RECEIVED
APR 18 2017
DCM- MHD CITY

Coastal Management
ENVIRONMENTAL QUALITY
March 16, 2017
SENT VIA EMAIL
Gerald Pottem & Richard Mogensen
c/o Mongensen Mitigation, Inc.
104 East Chestnut Ave.
Wake Forest, North Carolina 27587
RE: CAMA Major Development Permit Application
Brunswick Regional Water & Sewer H2GO, Leland, in Brunswick County
Dear Mr. Pottern and Mr. Mogensen:
ROY COOPER
( mn...
MICHAEL REGAN
S"'v n
BRAXTON DAVIS
lh2or.
The Division of Coastal Management hereby acknowledges receipt of your application on
March 7, 2017, acting as agent for Brunswick Regional Water & Sewer H2GO, for the installation of a RO
concentrate line diffuser pipe located within the Division of Coastal Management Estuarine Shoreline and
Estuarine Waters Area of Environmental Concern, in the Brunswick River, in the City of Belville,
Brunswick County. However, your application lacks the information necessary to complete processing. The
attached checklist indicates the deficiencies of your application. If you respond within three working days
from the date of this E-mail with the required additional information, processing of your application will
promptly continue and will not be placed on hold. If you are not able to respond within three days, your
application will not be accepted as complete for processing. Additional information may be required
pending further review by the fifteen (15) review agencies. The attached checklist indicates the deficiencies
of your application.
If you have any questions concerning this matter, please call me at my Wilmington Office at (910)
796.7270.
Sincerely,
Brooks Sur an
Field Representative
Enclosures
cc: Debbie Wilson, DCM Wilmington
Doug Huggett, DCM Morehead City
Heather Coats, DCM Wilmington
RECEIVED
APR 18 2017
Nothing Compares-_% . DCM- M H D CITY
State of NoM Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Eat. Wilmington NC 2E605
910 796 7512 T

CHECKLIST OF ADDITIONAL REQUIRED INFORMATION AND RECOMMENDATIONS FOR
PROCESSING APPLICATION
PROJECT NARRATIVE
• Please explain the purpose, location, and quantity of the proposed "temporary wooden pilings" as
they relate to the floating PVC pipe and siltation curtain. An installation and removal schedule
must be included in this part. Describe precautions for safe navigation around the pilings and silt
curtain.
• Please provide a description of all permanent wooden pilings to be place around the diffuser,
besides the defector, and precautions for safe navigation.
• Please provide additional information regarding the debris deflector including function,
justification, dimensions, design, and the aid to navigation.
• Please describe how wetland and shoreline impacts will be avoided as the fused PVC pipe is pulled
back from the water and down in to the borehole.
• Please clarify the purpose of dredge and fill in Primary Nursery Area and how the dredge area has
been reduced minimized to impacts. Also include timing of dredge operations as restrictions may
be required for certain fish species.
• Include dredge methodology for dredging, transport, and disposal.
• Please clarify height of deflector and diffuser marker pilings above MHW. Project Narrative shows
2' above MHW, S-2.01 shows deflector at 10.6' above MHW.
• Please provide a description about the existing or proposed plant that the diffuser line will serve
DCM MP-2 FORM
Please submit a complete MP-2 Form with this application for the proposed excavation and fill. A
spoil site for the proposed excavation and fill must be identified by the applicant and approved by
the Division of Coastal Management.
DCM MP-4 FORM
Please provide a description of all permanent pilings around the diffuser.
APPROVALS
Incorporate approval of dredge disposal site owner for disposal of excavated spoil.
RE-CEWED
(Nothing Compares APR 18 2017
State of North Cerolma I Enwomnental Quality I Coastal Management R
127 Cardinal Drive Ext. Wilmington NC 28405
910 796 7512 T DCM- I b". H D CITY

ADJACENT PROPERTY NOTIFICATIONS
DEED
Please identify all adjacent riparian landowners and provide original or copies of certified mail
receipts indicating the owners have been notified.
Please provide legal documentation that a permanent utility easement/s has been retained for this
project.
Please provide approval for use of proposed disposal site.
WORKPLAN DRAWINGS
• A work plans scales must be converted to standard engineer scale (i.e. 1" = 10', 1" = 20', etc.).
• C-1.05 — Please add the total width of water body and'/4 width of waterbody lines to the site plan
for Brunswick River
• C-1.05 — Please provide the location of the existing W WTP discharge pipe.
• C-1.05 —Please delineate NHW, NLW (or MHW, MLW), DCM 30' and 75' Setbacks.
• C-1.05 - Indicate the landward and waterward boundaries of wetlands.
• C-1.05 — Please provide the location of the siltation curtain and all temporary pilings.
• C-1.05 — Please show location of piling hazard markers around diffuser.
• S-1.01 — Please show location of piling hazard markers around diffuser.
• S-1.01 — Please provide the location of proposed temporary wooden pilings.
• S-1.01 — Please clarify piling spacing; MP-4 Form has 12' spacing, S-1.01 has I P spacing.
• S-2.01 — Diffuser deflector plan is not to scale
• S-2.01 — Section AA should more accurately reflect the water depth in the proposed location and
be drawn to scale.
'NOTE' - A State Stormwater Plan will likely be required for the treatment facility.
RECEIVED
APR 18 2017
Nothing Compares DC M- M H D CITY
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext. Wilmington NC 28405
910 796 7512 T

V
THE WOOTEN COMPANY
EN GI NE EN I NG N L R N N I N G i NNCNItECIGNE
120 North Boylan Awnne Raleigh NC 27603-1423
91IMS0531 fax [phone]
brook Out wry
TO: MS, Heather Coats
NCDENR- Land Quality
127 Cardinal Drive Section
Wilmington, NC 28405
WE ARE SENDING: ®Attached
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change Order
TRANSMITTAL
Transmittal Sent Via:
❑ Regular Mail ❑ FedEx ® UPS Tn.
❑ Certified Mail ❑ Courier ❑ Pick-up
DATE: 4/6/2017 TWC No.: 3081-AB
RE: Brunswick Regional H2GO CAMA Major Permit
❑ Under separate cover via _
❑ Plans ❑ Samples
❑ Other.
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
27
Revised Drawing Sheets C1.05, S1.01, S2.01
THESE ARE TRANSMITTED as checked below
® For Approval ❑ Reviewed ❑ Revise and Resubmit
® For Your Use ❑ Rejected ❑ Submit _ Copies for Distribution
® As Requested ❑ Corrected ❑ Return _ Corrected Print
❑ For Review and Comment ❑ Other:
❑ For Bids Due I j ❑ Prints Returned after Loan to Us
REMARKS:
SIGNED: C
James Gre g, .E.
COPY TO: TWC File RECEIVED
APR 18 2017
RECEIVED
DCM- MHD CITY DCM WILMINGTON, NC
APR 0 Z 2017
If enclosures are not as noted, kindly notify us at once.

V
THE WOOTEN COMPANY
ENGINFEGING PLANNING An n N I EE O T N NE
120 North Boylan Avenue Raleigh NC 27603-1423
919.828.0531 fax [phone]
TO: MS. Heather Coats
NCDENR- Land Quality
127 Cardinal Drive Section
Wilmington, NC 28405
TRANSMITTAL
Transmittal Sent Via:
❑ Regular Mail ❑ Fl I@ UPS
❑ Certified Mail ❑ Courier ❑ Pick-up
DATE: 3/6/2017 TWC No.: 3081-AB
RE: Brunswick Regional H2GO CAMA Major Permit
WE ARE SENDING: ® Attached ❑ Under separate cover via _
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples
❑ Copy of Letter ❑ Change Order ❑ Other
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
27
Application
27
Drawings
1
Review Fee- check $400.00
THESE ARE TRANSMITTED as checked below:
® For Approval
® For Your Use
® As Requested
❑ For Review and Comment
❑ For Bids Due [
REMARKS:
COPY TO: TWC File
❑ Reviewed ❑ Revise and Resubmit
❑ Rejected ❑ Submit _ Copies for Distribution
❑ Corrected ❑ Return _ Corrected Print
❑ Other:
❑ Prints Returned after Loan to Us
SIGNED: e�� 1"we
arl arfe, P.E.
RECEIVED RECEIVED
DCM WILMINGTON, NC
APR 18 2017 MAR 0 7 2011
DCM- MHD CITY
If enclosures are not as noted, kindly notify us at once.

The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919-828-0531
919-834-3589
Meeting Agenda
Re: BRWS LAMA Pre -Application Meeting
TWC No. 3081-AB
Date: February 20, 2017
Prospective Attendees:
TV
THE WOOTEN COMPANY
Bob Walker — BRWS H2GO Carl Scharfe — The Wooten Company
Brooks Surgan — Div. of Coastal Mgmt, DEQ James Gregg — The Wooten Company
Debra Wilson — Div. of Coastal Mgmt, DEQ
Chad Coburn — Div of Water Resources, DEQ
Gerald Pottern — MM&I
The following items are planned for discussion:
A. CAMA Major Permit-S.,6,,q ♦ 1af ryk tL (Yal
1. Project Overview S•ti y* ^i C�5vsNe
a. Major CAMA for RO concentrate discharge
5 - f ,'."l f. c nc e
b. Description of pipe line and river diffuser installation
R�
2.
Discuss permit description portion requirements
3.
Permit notifications to landowners and application forms
4.
Timetable for review
B. CAMA general permit
1.
Crossings for general permitting
2.
General permit requirements
3.
Timetable for review
C. Field Visit
1.
RO concentrate line diffuser area
2.
Jackey's Creek
RECENED RECEIVED
DCM WILMINGTON, NC
APR 18 2017 FEB 2 0 2017
DCM- VHD CITY

MOGENSEN MITIGATION, INC.
ENVIRONMENTAL CONSULTING
MOGENSEN W1IGATION, INC
MMI-RJGA RALEIGH (RobertJ. Goldstein & Associates) MMI MAIN OFFICE — CHARLOTTE
104 East Chestnut Avenue, Wake Forest, NC 27587 P.O. Box 690429, Charlotte, NC 28227
Tel: [phone] [e-mail] Tel: [phone] [e-mail]
04 April 2017
Mr. Brooks Surgan
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
RECEIVED
APR 18 2017
DCM- MIHD CITY
RECEIVED
DCM WILMINGTON, NC
APR 0 7 2017
RE: Supplementary information for CAMA Major Permit and Section 404-401 Approval for
Brunswick 112GO Water Supply Project in Leland-Belville Area, Brunswick County NC.
Dear Mr. Surgan,
On March 6 we submitted a CAMA Major Permit application to the NC Division of Coastal
Management (NCDCM) for the proposed effluent discharge line and diffuser for the Brunswick
Regional Water & Sewer (H2GO) reverse osmosis water treatment plant (WTP) in Belville,
Brunswick County NC. On March 16, you sent a letter requesting additional information for that
permit, which The Wooten Company provided in their March 24 response letter.
On March 28, Brad Shaver of USACE informed us by email that our previous plan to permit the
discharge line separately from the inland project components (WTP, wells, and raw water lines)
would not be acceptable; the complete project needs to be included in the CAMA Major Permit
application. On March 30, Tyler Crumbley of USACE instructed us (by email) to prepare a
supplement to the CAMA application that includes mapping and impacts for all of the project
components combined, in accordance with Brad Shaver's recommendation. Mr. Crumbley said he
will process the CAMA application plus the supplement under GP291, upon receipt from DCM.
This supplement contains project parcel information, mapping of jurisdictional waters, plan sheets
showing impacts, and tables of proposed impacts for all of the project components including the
discharge line and diffuser discussed in the original CAMA Major Permit application, plus the
inland components (WTP, wells, and water lines) not previously addressed in that application.
We consulted with Debra Wilson and Heather Coats of the NC Division of Coastal Management
and determined that the raw and finished water lines crossing Jackeys Creek along US-17 and the
river discharge are the only impacts subject to CAMA Public Trust Waters jurisdiction. The
discharge impact was addressed in our March 8 CAMA Major application, and the lackeys Creek
NEPA & SEPA Environmental Impact Reports ■ Jurisdictional Wetland & Stream Buffer Delineations ■ Section 404-401 Permitting ■ Endangered & Threatened Species
Surveys ■ Federal & State Environmental Agency Consultation ■ Stream & Wetland Restoration & Mitigation Planning ■ Mitigation Banking & Monitoring ■ GPS &
GIS Mapping ■ Water Quality & Stream Flow Studies ■ Phase 1 Risk Assessments ■ Lake & Watershed Management ■ Conservation Planning m Parks & Greenways
■ Water Supply, Wastewater & Storm water Utilities ■ Electric & Gas Transmission Lines ■ Ponds, Lakes & Dams ■ Residential & Commercial Site Development

MOGENSEN MITIGATION, INC. (MMI-RJGA)
crossing was addressed in a CAMA General Permit application submitted by The Wooten Company
that DCM is currently processing. All other affected waters and wetlands (Morgan Br, Sturgeon Cr,
unnamed tributaries and ditches) are non -tidal freshwaters and non -navigable, and thus not
subject to CAMA regulation.
Please let us know if you need any further information in order to proceed with processing the
H2GO permit application. Also, please let us know what dates might be good for a USACE field
meeting to verify our wetland findings and discuss construction methods, if necessary.
Sincerely,
i
Gerald Pottern
Mogensen Mitigation Inc. Raleigh Office
104 East Chestnut Avenue
Wake Forest, NC 27587
Office:919-556-8845 Mobile:[phone]
[e-mail]
CC: Chad Coburn, NCDWR, Wilmington Reg Office
Tyler Crumbley, USACE, Wilmington Reg Office
RECEIVED
APR 18 2017
DCM- %"HD CITY
RECEIVED
DCM WILMINGTON, NC
APR 0 7 2017
Page 2

Supplement to CAMA Major Permit Application:
Brunswick H2GO Reverse Osmosis WTP and Water Supply System
Prepared by Mogensen Mitigation Inc., Environmental Permitting Agent
and The Wooten Company, Consulting Engineers
04 APRIL 2017
CONTENTS:
Project Overview
Properties, Watersheds, and Land Use Information
Project Construction Methods
Jurisdictional Determinations
Project Permitting History
Project Impacts Inventory
Consultation with USFWS and NMFS Regarding Endangered & Threatened Species
NC State Historic Preservation Office (SHPO) "No Comment' response letter
Table 1A. Brunswick County GIS Tax Parcels and Owners along the Brunswick H2GO Water Lines,
Wells, and WTP Site
Table 1B. Brunswick County GIS Tax Parcels and Owners along the H2GO Effluent Outfall Line
Table 2. Jurisdictional Wetlands, Streams and Open Waters in the Brunswick H2GO WTP and Well
System Project Area, with Figure References.
Figure 1. Project Overview Map, WTP and Well Sites RECEIVED
Figure 2A-H. Brunswick County GIS Parcel Maps
Figure 3A-I. Jurisdictional Wetlands, Streams, Ditches, and Open Waters
APR 18 Z017
Figure 4A-M. Construction Plan Sheets at Wetland, Stream and Ditch Crossings DCM- h"HD CITY
Figure 5A-D. Soil Maps, USDA Soil Survey of Brunswick County
Agency Correspondence with US Fish & Wildlife Service and National Marine Fisheries Service
State Historic Preservation Office (SHPO) Response Letter
� -3EC; i V E D
Jurisdictional Determination Request Form OCM WILMINGTON, NO
Agent Authorization Form APR 0 7 2017

Project Overview:
The proposed Brunswick Regional Water and Sewer (1-12GO) Reverse Osmosis Water Treatment Plant (WTP)
project is a potable water treatment plant using groundwater from five pairs of proposed wells tapping into
the Lower PeeDee and Black Creek aquifers as sources. These aquifers contain brackish water and are not
currently tapped for any other uses. Furthermore, they are separated from the shallower freshwater aquifer
above (Castle Hayne) by dense confining layers. Withdrawal from the deep brackish aquifers should not affect
existing or future private wells tapping into the freshwater aquifers (Groundwater Management Associates,
2013). The new WTP will connect to 1-12GO's existing water distribution system serving Leland, Belville,
Navassa, and adjacent areas. 1-12GO will no longer routinely use Brunswick County for daily water supply,
although an emergency connection will be maintained. This will free up approximately 2 MGD (current daily
demand) of Brunswick County water for other customers.
The proposed WTP and we* site #1 are at the west end of Gregory Rd in Belville (Figure 1). The WTP will have
a 4.0 MGD initial capacity, and may be expanded to 8.0 MGD if needed in the future. The Reverse Osmosis
(RO) process will use synthetic membranes and pressure to separate the raw water into approximately 80
percent potable fresh water and 20 percent concentrated RO reject (saline) wastewater. At 4.0 MGD
operating capacity and 80% efficiency the WTP will require about 5.0 MGD of raw groundwater and will
discharge 1.0 MGD of RO concentrate water. Based on the measured salinities of the two aquifers and
expected RO treatment efficiency, the expected salinity of the RO reject wastewater to be discharged into the
Brunswick River will be 25 to 32 g/L, or about 75 to 95 percent of seawater salinity.
The proposed Brunswick River discharge site is the along the eastern edge of the H2GO service area, a tidal
river with bi-directional flow and salinities varying from nearly fresh to at least 24 g/L in the proposed
discharge area (Groundwater Management Associates, 2013) depending on tidal stage and freshwater inflow.
The river is 1500 ft wide and 10 to 14 ft deep (depending on tide stage) in the discharge area, 360 feet out
from the riverbank. It was artificially widened by the Army Corps of Engineers in the 1940s for storing retired
military ships, creating a "bench" on either side of the original 400 foot wide channel.
The proposed diffuser is a 35 ft long pipe anchored horizontally on the riverbed with four discharge port pipes
protruding one foot above the riverbed and angled downstream at 45 degrees to achieve rapid mixing. Based
on Cormix modeling under a variety of river flow conditions, the diffuser will achieve 40x or greater dilution
within the first 10 meters from the port outlets. A Tideflex® rubber "duckbill" valve on each diffuser port will
help keep out sediment. A row of five pilings will mark the diffuser location and support a debris deflector to
help protect the diffuser ports from boats, anchors, and drifting logs. The effluent pipeline from the WTP site
to the diffuser in the river is being permitted separately as a CAMA Major permit, currently in review.
One well site is located on the WTP property along Gregory Rd, and the other four proposed well sites are
spaced about one mile apart in the western part of Leland, west of Lanvale Rd (Figure 1). Each well site will
have two wells, one tapping into the Lower PeeDee Aquifer and the other into the Black Creek Aquifer, both of
which yield brackish groundwater. Approximately 32,000 feet of raw water lines will connect the wells to the
WTP, and a potable water line will connect the WTP to the existing H2GO water distribution system.
A CAMA Major Permit application submitted on March 8 contained detailed information about the effluent
line and diffuser only. This supplement includes additional information on the wells, and r �vatef c)
RECEIV�L) VpDCM WILMINGTON, NC
APR 18 Z017 APR 0 7 2017
DCM- VHD CITY

Properties, Watersheds, and Land Use Information:
Tax Parcels in the project area were obtained from Brunswick County GIS(http://brunsco.maps.arcgis.comj
and are listed in Table 1A-B and mapped in Figures 2A-H. Streams draining the project area include Jackeys
Creek, Morgan Branch, Sturgeon Creek, and several unnamed tributaries to the Brunswick River, in USGS HUC#
03030005. All of the freshwater streams are designated Class C-Sw by NCDWR; Brunswick River is designated
Class SC.
Existing land use conditions in the project area are as follows: The WTP and well site #1 parcel on Gregory Rd
are in a commercial/industrial area in Belville; this parcel was covered in pine forest when USACE agent Emily
Hughes visited the site in Dec 2014, but it is now partially cleared. Well site #2 on Buckeye Rd supports mixed
hardwood/pine forest in a residential area; the northern half of this parcel contains an 1-12GO booster pump
station and storage tank. Well site #3 on Goodman Rd supports young pine forest in a rural residential area.
Well site #4 is partially forested and adjacent to a residential subdivision under development. Well site #5 has
been a mowed lawn for the past 30 years or more. The raw water line corridors are mostly alongside public
roads or along the Sunny Point (MOTSU) railroad and buffer zone, except for the line segment south and east
of the WTP which follows a ditch and rear property lines.
Project Construction Methods:
Water Line Installation: The water transmission main components of the project include approximately 4,250
LF of finished water main (24-inch) and 26,500 LF of raw water mains (16-inch, 18-inch, and 24-inch)
connecting the five well sites to the proposed RO treatment plant. The mains will be installed within road
rights -of -way along Gregory Road, Goodman Road, US 17, Nuns Trail NE, and private utility easements. The
maximum total disturbed area for the utility project is approximately (12) acres. Water mains will be installed
by open cut trenching in most areas with conventional equipment such as excavators and backhoes. Impacts
near waters and wetlands will be minimized where possible by utilizing trenchless installation methods such as
horizontal directional drilling and bore and jack. These methods use drill rigs and boring machines to install
pipe. Other equipment that will be used include various size rollers and compacting machines and graders.
Water Supply Wells: Drilling, developing and testing a total of eight water production wells on four well sites
(two wells at each well site) for Brunswick Regional Water and Sewer 1-12GO in Belville, NC. Work includes
drilling the bore hole for the deep wells using the conventional rotary drilling method, installation of inner and
outer casings, well screens, gravel pack, aquifer development and completion of a 24-hour drawdown
test. There shall be two (2) deep wells per well site, separately targeting the Lower Peedee and Black Creek
aquifers. Approximate depths are 375 feet for the Lower Peedee wells and 550 feet for the Black Creek wells.
The two wells at well site #1 south of the WTP site have already been drilled and tested.
Reverse Osmosis Water Treatment Plant: Construction of a 4 MGD reverse osmosis water treatment plant
including, but not limited to, treatment plant building, two (2) reverse osmosis treatment trains, chemical feed
and storage systems, calcite filters, 1 MG ground storage tank, high service pumps, instrumentation, SCADA
system, sitework, yard piping, electrical and all associated appurtenances. The NPDES discharge permit
application for the RO concentrate discharge into the Brunswick River was submitted on April 13, 2016. A draft
permit was issued for public review and a public hearing conducted on January 12, 2017. Currently the permit
is in final review and is expected to be issued near the end of April or in early May 2017.
AEG-3i V ED
RECEIVED DCM WILMINGTON, NC
APR 18 2017 APR ;1 7 9017

Jurisdictional Determinations:
USACE agent Emily Hughes examined the WTP site and well sites #1, 2, 3, and 5 along with MMI, Wooten
Company, H2GO, and DWR staff in Dec 2014, following a jurisdictional delineation by MMI (then RJGA) in Sep -
Oct 2014. During this visit Ms. Hughes confirmed that these sites had no jurisdictional wetlands or streams,
and that the ditches along the north edge of Gregory Rd and south edge of Well site #1 are non -stream RPW's,
treated as open waters for permitting. Four other candidate well sites we visited that day with Ms. Hughes did
have jurisdictional wetlands, but are no longer being considered for this project.
In January 2017, MMI delineated wetlands along the proposed waterline corridors. These wetlands, as
mapped in this supplement (Figures 3A to 3I), have not yet been verified by USACE.
Project Permitting History:
A CAMA Major Permit application was submitted to NCDCM on March 8 for the proposed RO concentrate
discharge line from the WTP site to the Brunswick River in Belville. A portion of the raw water line along US-
17 Ocean Hwy between Old Lanvale Rd and lackeys Creek (7,200 ft) was included in a previous contract for a
new finished water line in that area. A CAMA General Permit application for the lackeys Creek crossing was
submitted to DCM, and is expected to be approved soon, based on recent correspondence between DCM and
The Wooten Company. The NPDES permit application for the discharge has also been submitted to NCDWR
and is under review.
Project Impacts Inventory:
Crossings of wetlands, streams, and open waters for all of the project components are summarized in Table 2
and marked on Plan Sheets 4A-M. Most of the crossings will be constructed by horizontal directional drilling
(HDD) from starting and ending pits in uplands, and thus will result in no direct excavation or fill impacts to
these waters. The areas with direct construction impacts in waters are as follows:
1) Wetland GH/GJ, east of MOTSU railroad: Temporary clearing and trench excavation, 7,085 ft long x 10 ft
wide =1.626 acre. This are will be backfilled with native topsoil after pipeline installation, allowing the natural
pine flatwoods and shrub community to recover. No permanent maintenance mowing for access is required,
as an existing mowed gasline corridor is adjacent to the proposed raw water line corridor. USACE has not yet
verified delineation of this wetland (Figure 4C-4F).
2A) Ditch along north edge of Gregory Road, north of Well Site #1 and south of WTP site: This 8-ft wide non -
stream RPW was verified by USACE agent Emily Hughes in Dec 2014. Three pipeline crossings (raw water,
finished water, and RO effluent) will be installed across this ditch by trenching and backfilling. Dewatering with
temporary cofferdams will be used if necessary, but in summer the ditch is often dry. The impact length is 10
linear ft for each crossing; three crossings will yield 8 x 10 x 3 = 240 sq.ft = 0.0055 acre temporary impact to
open waters (Figure 4K).
2B) Ditch along north edge of Gregory Road, north of Well Site #1 and south of WTP site: This 8-ft wide non -
stream RPW was verified by USACE agent Emily Hughes in Dec 2014. A driveway with a culvert will be
installed across this ditch for access onto the WTP site. D rin ith tem orary cofferdams will be used if
fte' f iVC� <_�EG;::jvED
APR 18 2017 uOM WILMINGTON, NC
APR n 7 "17
DCM- MHD CITY

necessary, but in summer the ditch is often dry. The impact length will be 40 linear feet, and the permanent
fill area will be 40 x 8 = 320 sq.ft = 0.0073 acre permanent impact to open waters (Figure 4K).
3) Ditch along south edge of Well Site #1, behind Thunder Alley Bowling: This 8-ft wide non -stream RPW was
verified by USACE agent Emily Hughes in Dec 2014. Two pipeline crossings (raw water and finished water) will
be installed across this ditch by trenching and backfilling. Dewatering with temporary cofferdams will be used
if necessary, but in summer the ditch is often dry. The impact length is 10 linear ft for each crossing; two
crossings will yield 8 x 10 x 2 = 160 sq.ft = 0.0037 acre temporary impact to open waters (Figure 4K).
4) Brunswick River at effluent diffuser site: The effluent discharge line will be installed under the river bed by
HDD to a point approximately 350 ft from the shore, where it will bend upward and connect to the diffuser
structure. A 5.5-ft deep trench with top dimensions of 124' x 40' will be excavated from a barge, the diffuser
pipe will be installed, and the trench backfilled with erosion control stone to the original bed contour. The
impact area is 124 x 40 ft = 4960 sq.ft = 0.0114 acre temporary impact to open waters (Figure 4M).
RECEIVED
APR 18 2017
DCM- IVHD CITY
,REC _:_Ji/ED
DCM WILMINGTON, NC
APR 0 7 2017

Consultation with USFWS and NMFS Regarding Endangered & Threatened Species
From: Gerald Pottern To: John_ Ellisgfivs.gov, gary_jordanLa vs.gov, Weakley, Allison
Subject: Brunswick 1­12G0 Project: RCW & Plant surveys June 2015
Date: 7/20/2015 6:43:08 PM Attachments: 3
Hi Allison, John, Gary:
The attached PDF report contains our findings and mapping of areas surveyed in early June 2015 for Red -
cockaded Woodpeckers for the Brunswick H2GO water supply project, as recommended in your review
comments on the SEPA Draft EA. A corresponding Google Earth KMZ file is also attached, showing the 30+
pine construction impacts (blue-green), areas with 30+ pine evaluated for RCW cavity trees within 0.5 mile of
the 30+ pine impact areas (dark pink), and a few promising -looking areas of open-understory mature pine (light
blue) that may be valuable for future RCW surveys and/or conservation.
Most of the mature pine areas we surveyed are overgrown with dense understory trees and vines reaching into
(or almost into) the lower branches of the pine canopy. We walked transacts through these forests wherever it
was open enough to walk (and many areas where it wasn't). We did not find any evidence of previously
unknown RCW cavity trees or start holes, nor see or hear any RCWs. The known cavity cluster near the north
end of Albright Rd (west of 1-140) looks inactive at present - sap looks dry and dull on all flagged trees we
examined.
We also found no evidence of Rough -leaf Loosestrife or Cooley's Meadowrue in surveys along the construction
corridors. There was little potential habitat for these plants, and habitat quality was marginal at best.
Also attached (in Word doc) is selected text from the Final EA regarding protected species, and our Agency
Comments & Responses summary (copied from Appendix G). We're not sure if the Final EA will be circulated
through the State Clearinghouse, since the project may no longer be subject to SEPA review due to the NC
Legislature's recent SEPA Reform bill (passed in June). We're waiting for DENR attorneys and David
Wainwright at NC-DWR to make that call. However, the project will also need a 404-401 permit and NPDES
permit, so you will need this information anyway, later if not now for SEPA review.
Sincerely,
Gerald Pottern
Robert J. Goldstein & Associates, Inc.
RJG&A Environmental Consultants RECEIVED
1221 Corporation Parkway, Suite 100
Raleigh, NC 27610 Tel: [phone] APR 18 2017
qr)[e-mail]
DCM- MHD CITY
----- Original Message ----- E C 1 I V E D
From: Gerald Pottern DCM WILMINGTON, NC
To: Carl Scharfe ;Wainwright, David
Sent: Monday, July 20, 2015 11:43 AM APR 0 7 2017
Subject: Re: Brunswick H2G0 Revised EA, Brunswick County
Carl, David -- Below is a list of the agencies that I plan to send the Brunswick H2GO Revised EA Text and
Responses to Draft EA Comments (App G) to, assuming David confirms that we should still follow up on the
Draft EA comments received in April. I also have a separate report for US-FWS and NHP only regarding the

endangered species survey work& mapping (attached to this email). It's essentially the same as the revised
endangered species text in the Final EA (section 4.13), but has more site -specific info and mapping they will
need. I plan to send that report to FWS and NHP regardless of the SEPA review decision, since FWS will still
be a player in the 404-401 and NPDES permitting, and NHP provides the database keeping for FWS.
Allison Weakley — DENR Office of Land & Water Stewardship, Natural Heritage Program
Maria Dunn — NC -Wildlife Resources Commission (WRC)
John (Dan) Brubaker— NC Department of Public Safety, Division of Emergency Management
Jenny Patterson — NC Division of Waste Management, Hazardous Waste Section
Pete Doorn — NC -Division of Waste Management: Superfund Section
Dennis Shackelford — NC -Division of Waste Management: Solid Waste Section
DENR Wilmington Regional Office - (just initials, no names on the comment form)
John Ellis & Gary Jordan, US Fish & Wildlife Service
Fritz Rohde, NOAA National Marine Fisheries Service
"No Comment" Responses:
Shane Staples— NC Division of Coastal Management: Marine Fisheries
Shannon Jenkins (for Patti Fowler) — NC Division of Marine Fisheries, Shellfish Sanitation
----- Original Message -----
From: [e-mail] RECEIVED
To: [e-mail]
Sent: Friday, May 08, 2015 10:45 AM APR 18 2017
Subject: Brunswick H2GO water plant
Hi Gerald:
DCM- NP.HD CITY
I've reviewed the draft EA. I agree that the plant's operation will not impact sturgeon or EFH. We
would prefer the directional boring of the pipe with installation of the diffuser through the use of a
coffer dam. NMFS agrees with WRC's in -water timing restriction but if the coffer dam is used, then
we could shorten the restriction from March -May.
Fritz Rohde
National Marine Fisheries Service Southeast Region
loi Pivers Island Road, Beaufort, NC 28516
On Thu, May 7, 2015 at 3:01 PM, Gerald Pottem <[e-mail]> wrote:
Hi Fritz, Last month David Wainwright at NC-DWR circulated our Draft EA for for the Brunswick H2GO (formerly
North Brunswick Sanitary District) water supply project to various agencies, but NMFS was not on the circulation
list. John Ellis at US-FWS reviewed it and recommended that we coordinate with NMFS regarding potential
impacts to the two endangered sturgeon species.
The new WTP will treat brackish groundwater from nine pairs of wells using reverse osmosis, and discharge the
RO concentrate wastewater into Brunswick River just south of the existing 1­12GO wastewater treatment plant
discharge, below the Brunswick River Park at Belville. The effluent discharge pipe will extend about 300 feet
from the west bank (on or below the river bed), ending with a multi -port diffuser pipe installed one fool abovethe
bottom on concrete footings. Effluent salinity and major ion concentrations will be roughly similar to `5eawWE D
UC17A WILMINGTON, NC
APR 0 7 2017

I have attached the Draft EA text and one figure from the EA showing the proposed discharge site and
bathymetry of the river in this area, including the long deep pool upstream where migrating sturgeon are known
to congregate. Relevant EA sections your staff may want to focus on include pages 18-22 for discussion of the
proposed RO treatment process and effluent characteristics, pages 37-41 for expected water quality impacts,
46-49 for fishery and EFH impacts, and 53-56 for of E+T species. If you want the full set of Fro figures and
appendices, I can send you those files using DropBox or WeTransfer, or mail you a CD with all the files.
Maria Dunn at NC-W RC recommended avoiding construction in the river during March through Sept, which the
engineers can probably accommodate (Carl Scharfe is checking on this). Shane Staples at DCM-Fisheries and
Shannon Jenkins at DMF-Shellfish Sanitation both responded "no comment". Those are the only fishery -related
EA review comments received so far, other than NC-NHP's listing of the two sturgeons and manatee as
protected species reported in the project vicinity.
Thanks in advance for your time and consideration in reviewing this Draft EA. We will be addressing the
comments and revising the EA for circulation through the State Clearinghouse, at which time your agency will
receive a copy of the Final EA for review.
Sincerely,
Gerald Pottern
Robert J. Goldstein & Associates, Inc.
RJG&A Environmental Consultants
1221 Corporation Parkway, Suite 100
Raleigh, NC 27610 Tel: [phone]
[e-mail]
RECEIVED
APR 18 2017
DCM- ► ND CITY
REC•-`:IVED
DCM WILMINGTON, NC
APR 0 7 2017

Table LA. Brunswick County Tax Parcels and Owners along the Brunswick H2GO Water Lines, Wells, and WTP Site.
Wells #5, #4, 112: Nuns Trail, Motsu RR, Buckeye Rd, Old Lanvale Rd to US-17:
Station 90+00 to 221+00
Parcel lD#
Owner
acres
latitude/longitude
IFeature
Iwaters
I station(approx)
0370003502
James&Gloria Mintz
1.46
34.2328/-78.0602
Well#5
none
90+00--92+50
0370003503
James&Gloria Mintz
1.05,
34.2323/-78.0601
raw line
none
92+50--94+00
0370003601
Ruth Ganey
0.66
34.2319
/-78.0600
raw line
none
94+00--95+00
0370003603
Mastermind Inc Trustee
0.70
34.2316/-78.0599
raw line
none
95+00--96+00
0370003604
Alejandro Chamyan
1.03
34.2312
/-78.0598
raw line
none
96+00--98+00
0370003602
Allen & Delores Lynch
1.96
34.2305
/-78.0597
raw line
wet RA/RB
98+00--101+00
0370003708
Velma Maultsby
2.23
34.2300
/-78.0595
raw line
wet RC/RD
101+00--106+50
0370003710
Michael Maultsby
1.86
34.2286/-78.0592
raw line
none
106+50--111+00
0370003804
Warren Moore
5.20
34.2268
/-78.0594
raw line
wet RE/RF/RG
111+00-116+00
036MB007
Janessa Cyrus
0.21
34.2260/-78.0600
raw line
none
116+00--117+00
036MB006
Oliver Brown, Kim Jeter
0.21
34.2258/-78.0602
raw line
none
117+00--118+00
(10small residential
lots -no waters)
---
-
raw line
none
118+00--125+00
036MKO09
William Lewis
0.29
34.2242
/-78.0620
raw line
none
125+00--126+00
04600060
REO Funding Solutions
553.2
34.2238 /-78.0627
(N)raw
line
wet GH/GJ
126+00--184+00
34.2088 /-78.0598
(S)
0470001106
J.Belton Inc
34.9
34.2181
/-78.0612
Well #4
(unknown)
(SE of 147+00)
04600061
Harold Inman
43.4
34.2069
/-78.0592
raw line
wet GH/GJ
184+00--202+00
(Roadside: Buckeye
Rd)
---
---
raw line
none
202+00--204+00
04700002
BrunswickH2GO
2.83
34.2034
/-78.0574
Well#2
none
204+00--209+00
(Roadside: Buckeye Rd, Old Lanvale Rd)
--
-
raw line
none
209+00 -- 221+00
Well #3, Goodman Rd & US-17 east to Old Lanvale Rd: Station 10+00 to 84+50
ParcellD#
lowner
lacres I
latitude/longitude
IFeature
1waters
IStation(approx)
0570015002
Jane Marie Farley 1.21
34.1964 / -78.0762
Well#3
none
10+00
05700076
Owen Hill heirs 5.85
34.1959 /-78.0764
test discharg
wet GK
10+00
(Roadside:
Goodman Rd) ---
raw line
wet GO/RO
30+00-31+00
(Roadside:
US-17, Goodman> Old Lanvale) --
---
raw line
wet GP, RN, GM
31+00--84+50
»> From Sta 84+50 eastward, the next 7,200 ft along US-17 roadside is under construction; no waters are crossed. New
stationing (300+00) begins 500ft west of lackeys Cr, proceeds eastward along US-17.
US-17 from W ofJackeys Creek east to Benton Brown Way, then NW to Well #1 & Gregory Rd: Station 300+00 to 345+00
ParcellD#
Owner
acres
latitude/longitude
IFeature
Iwaters
Station(approx)
(Roadside:
US-17, W of JackeysCrto Benton Brown Way) -----
raw +finish
JackeysRM/GL
300+00--324+00
04700034
Sina Vereen, A. Creech 3.91 34.2129 / -78.0264
raw +finish
none
324+00--329+00
04700042
Inman Management Inc 4.00 34.2137 /-78.0277
raw +finish
parallel ditch
329+00--333+60
0470003614
JBS Associates 12.0 34.2139 /-78.0292
raw +finish
parallel ditch
333+60--338+00
0470003630
BrunswickH2GO 34.4 34.2140 /-78.0308(S)
Well#1, WTP
RPW ditches
338+00--345+00
34.2153 /-78.0309(N)
RECEIVED
APR 18 2017
RECEIVED
DCM WILMINGTON, NC
DCM- MHD CITY
APR 0 7 2017

Table 1B. Brunswick County Tax Parcels and Owners along the Brunswick 1-12GO Effluent Discharge Line.
Effluent Discharge Line from WTP Site to Brunswick River Diffuser: Station 10+00 to 126+00
ParcellDq
lowner
lacres
I latitude/longitude
IFeature
1waters
IStation(approx)
0470003630 BrunswickH2GO
34.4
34.2153 /-78.0304
RO effluent
!RPWditch
10+00--12+50
(Roadside: Gregory Rd toUS-17)
--
—
RO effluent
parallel ditch
12+50--33+00
(Roadside: US-17, Ploof Rd, to Belville WWTP)
—
RO effluent
Jackeys Cr Trib
(other project)
04700039 Hawthorne Apartments
15.2
34.2159 /-78.0164
RO effluent
none
(other project)
(Roadside: Chappell Loop Rd)
---
—
RO effluent
Jackeys Cr Trib
40+60--49+60
04800023 Bryan& Sandra Sullivan
2.59
34.2189/-78.0018
RO effluent 'none
49+60-52+00
no parcel# Brunswick H2GOeffluent
---
34.2187 /-77.9993
RO effluent .none
52+00--66+00
(Roadside: East Wood Ln, Two Pine Rd)
---
—
RO effluent
none
66+00 -- 70+00
(17small residential lots -no waters)
---
---
RO effluent
ditch parallel
70+00--85+20
038KA00102 D.R. Horton Inc.
52.5
34.2190/-77.9895
RO effluent
wetGS
85+20--92+00
048CE00107 D.R. Horton Inc.
0.15
34.2192/-77.9881
RO effluent
wetGS
92+00--93+40
(Road Crossing: MorecambleBlvd)
—
—
RO effluent
none
93+40-93+90
048CE00101 D.R. Horton Inc.
5.18
34.2192/-77.9881
RO effluent 'none
93+90--114+90
(Road Crossing: NC-133 River Rd)
---
—
RO effluent
none
114+90--115+50
048CA02003 D.R. Horton Inc.
0.53
34.2182/-77.9807
RO effluent
wetGQ
115+50--121+70
048CB001 NC State Ports Authority
14.2
34.2183 /-77.9795
RO effluent
wet GQ
121+70--122+60
(River Bed -open water)
---
—
efflu + diffuser Brunswick River
122+60--127+00
RECEIVED
APR 18 2017
DCM- MHD CITY
RECEIVED
DCM WILMINGTON, NC
APR o 7 2011

Table 2. Jurisdictional Wetlands, Streams and Open Waters in the Brunswick H2GO WFP and Well System Project Area, with Figure References.
waters
plansht
waterfeature
wetland/stream
flgure
figure
Jelin flags
water body
Impact
pipeline
sta-in
sta-out
zing
ft
impact
SF
location
3A
4A
RA/RB
Sturgeon trib-1
HDD
raw 16"
100+75
101+85
110
none
Nuns S of well #5
3A
4A
RC/RD
Sturgeon trib-2
HDD
raw 16"
103+45
103+90
45
none
Nuns S of well #5
3A
4B
RE/RF/RG
wetland (lackeys)
HDD
raw 16"
111+85
115+90
405
none
Rolling Pines / Motsu
3B
4C,D,E,F
GH/GJ
wetland (lackeys)
trench
raw 16"
126+25
197+10
7085
70,850
MOTSU RR
3C
4G
GK
wetland (Morgan)
test.dis
raw 24"
avoid
avoid
0
none
Goodman sta 10+00
3C
4H
GO
Morgan Br
HDD
raw 24"
28+00
28+40
40
none
Goodman Rd
3C
4H
RO
Morgan Br
avoid
raw 24"
avoid
avoid
0
none
Goodman Rd
3C
4H
GP
wetland (Morgan)
avoid
raw 24"
avoid
avoid
0
none
US-17: 33+00 > 37+00
3D
41
RN
wetland (lackeys)
avoid
raw 24"
avoid
avoid
0
none
US-17: 59+00> 61+00
3D
41
GM
wetland (lackeys)
HDD
raw 24"
1 75+70
77+20
1 130 j
none
US-17 E of RR
3E
4J
GL/RM
lackeys Cr
HDD
finish 24"
302+75
305+70
295 1
none
US-17 @ lackeys Cr
3E
4J
GL/RM
lackeys Cr
HDD
raw 24"
304+80
30S+40
60
none
US-17 @ lackeys Cr
3F
4K
ditch-S
ditch: open-wtr
trench
raw+fin 24"
339+50
339+60
10
160
S well #1(bowling)
3F
4K
ditch-N
ditch: o en-wtr
trench
raw+fin 24"
334+60
334+70
10
160
N well #1(Gregory)
3F
4K
ditch-N
ditch: open-wtr
culvert
driveway
334+60
334+70
40
320
N well #1(Gregory)
3F
4K
ditch-N
ditch: open-wtr
trench
effluent
10+10
1 10+20
30
80
N well #1(Gregory)
3G
x
ditch-Ploof
lackeys Cr UT
HDD
effluent
xx
xx
10
none
Ploof Rd
3G, 3H
41.
ditch -Chappell
ditch: open-wtr
HDD
effluent
40+00
40+10
10
none
Chappell Loop @ wwt
3H
41.
dkch-PineBr
ditch: open-wtr
avoid
effluent
avoid
avoid
0
none
N of Pine Branch Cir
3I
4L
GS
wetland (UT)
HDD
effluent
85+50
92+00
650
none
W of Morecamble
31
4M
GO
wetland (Bruns R)
HDD
effluent
121+60
121+85
25
none
Brunswick Riverbank
31
4M
river
Brunswick River
HOD
effluent
121+85
125+60
375
none
Brunswick River
31
4M
I river I
Brunswick River
I trench
1 diffuser
125+60
126+70
1 124
1 4960
Brunswick River
RECEIVED
APR 18 2017
REC`-1VED
DCM WILMINGTON, NC
APR 0 7 2017

0 2000 4000
A
FEET
's
Brunswick Regional Water & Sewer H2G0
is Proposed Reverse Osmosis WTP & Wells
r: base map: NCINatural Heritage Program
Figure 1. Project Overview Map: Brunswick Regional Water & Sewer 1-12GO, Proposed Reverse Osmosis WTP,
Well Sites, and Raw and Finished Water Lines, Brunswick County NC.
RECENEJ
APR 18 2017
C`jl- 0�,jHr C,ITY
REC'-_IVED
6CM WILMINGTON, NC
APR 0 7 2017

t A*-. NunS77
It
OR
Awl A
a
r00037,1 0)me -
: Irra'o I'M a'u I ts;b�yo-
1 61,
&4,
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Figure 2A. Brunswick County GIS Parcel Maps: Well #5 and Raw Water Line along MOTSU Buffer
Zone, west of Lanvale Rd. Brunswick Regional WaPt!CC%EII*MaterTreatmenFPff&,in&Vi:--D
Wells System. DCM WILMINGTON, NC
APR t 8 Hi? APR 0 7 2017
DCM- IVHD CITY

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Figure 28. Brunswick County GIS Parcel Maps: Raw Water Line from MOTSU Buffer Zone south along
rWroad to Well #4, Well
#2, and US-17. Brunswick Regional Water & Sewer 1-12GO Water Treatment
P n land Weloystem.
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Figure 2C. Brunswick County GIS Parcel Maps: Raw Water Line from Well #3 east along Goodman Rd to US-17 Ocean
Hwy. Brunswick Regional Water & Sewer H2GO Water Treatment Plant and Wells System.
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DCWi- IVHD CITY

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Figure 2E. Brunswick County GIS Parcel Maps: Effluent Discharge Line from WTP Site east to Ploof Rd.
mBrunswick Regional Water & Sewer 1-12GO Water Treatment Plant Discharge Line
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APR 18 2017
DCriA- MHD CITY

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figure 2.F. Brunswick County GIS Parcel Maps: Effluent Discharge Line from US-17 at Ploof Rd east to
:happell Loop Rd. ' Brunswick Regional Water & Sewer 1-12GO Water Treatment Plant Discharge Line.
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Figure 2G. Brunswick County GIS Parcel Maps: Effluent Discharge Line from Chappell Loop Rd east to
Morecamble Blvd. Brunswick Regional Water & Sewer 1-12GO Water Treatment Plant Discharge Line.
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Figure 2H. Brunswick County GIS Parcel Maps: Effluent Discharge Line from Morecamble Blvd east to Brunswick
River Discharge. Brunswick Regional Water & Sewer 1-12G0 Water Treatment Plant Discharge Line.
Rr CENCD
APR 1 8 2017
Cc%4- i%J14D CITY

:
Figure 3A. Potential Jurisdictional Wetlands, Streams, Ditches, and Open Waters: Well #3 Nuns Trail south to
MOTSU Railroad. Brunswick 1-12GO Water Treatment Plant and Wells System.
,-CEIVED
APR 18 2017
4 C .11 CITY

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Figure 3D. Potential Jurisdictional Wetlands, Streams, Ditches, and Open Waters: US-17 Ocean Hwy
from Carol Lynn Dr east to Old Lanvale Rd. Brunswick H2GO Water Treatment Plant and Wells System.
� LWED
18 2017
`.HD CITY

Figure 3E. Potential Jurisdictional Wetlands, Streams, Ditches, and Open Waters: US-17 Ocean Hwy
near Jackeys Creek wetland crossing. Brunswick H2GO Water Treatment Plant and Wells System.
RECEIVED
APR 18 2017
DCM- rrHD CITY

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Figure 3F. Potential Wetlands, Streams, Ditches, and Open Waters: US-17 & Benton Brown Way to Well #1 and
Gregory Rd WTP Site. The two RPW ditches crossed by the water lines and WTP driveway were field -confirmed as
'open waters" by Emily Hughes in Dec 2014.

Figure 3G. Potential Wetlands, Streams, Ditches, and Open Waters: US-17 and Ploof Rd east to Belville WWTP on Chappell Loop
Rd. Roadside crossings at two ditched streams along Ploof Rd and Chappell Loop Rd at the west edge of the Belville WWTP parcel.
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Figure 3H. Potential Wetlands, Streams, Ditches, and Open Waters: Chappell Loop Rd at Belville WWTP east to Windsor
Drive. Off -road segment of the proposed line is within an existing cleared wastewater easement.
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< APR 18 2017
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Parcel # 0370003602
owner Allen T lynch
Install 16" raw water
by HDD from sta
99+80 to 104+75
(no waters impact)
To well 05. Nuns Trarl
US Mildery Ocean Terminal
RECEIVED
APR 18 2017
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WNtand RAIR8
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Parcel # 0370003708
owner: Velma Maudaby
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Figure 4A. Plan Sheet C3.01: Sturgeon Creek tributaries and wetlands RA/RB and RC/RD crossed by Horizontal
Directional Drilling from upland to upland; no direct impact to waters.
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rnK'•r'r1 Install 16" raw water
by HOD from eta
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(no watts "pact)
Figure 4B, Plan Sheet C3.01: Wetlands RE/RF/RG crossed by Horizontal Directional Drilling from upland to
upland; no direct impact to waters.
REC: IVED
DCM WILMINGTON, NC
APR 0 7 20V

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Figure 4C. Plan Sheet C3.02: Wetland GH/GJ northern section, station 126+25 to 132+00; raw water line
installed by open cut trench from Sta 126+25 to Sta 197+10. Temporary impact = 7,085 ft long x 10 ft wide =
1.63 acres. Grade restored and native topsoil with roots and seed bank replaced after pipe installation. No
permanent mowing.
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Figure 40. Plan Sheet C3.02: Wetland GH/GJ continued, station 132+00 to 146+00; raw water line installed by
open cut trench from Sta 126+25 to Sta 197+10. Temporary impact = 7,085 ft long x 10 ft wide = 1.63 acres.
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Figure 4E. Plan Sheet C3.04: Wetland GH/GJ continued, station 174+00 to 188+00; raw water line installed by
open cut trench from Sta 126+25 to Sta 197+10. Temporary impact = 7,085 ft long x 10 ft wide =1.63 acres.
RECEIVED
APR 18 2917
DCM- MHD CITY
= EC JVED
DClvl WILMINGTON, N
APR 0 7 207

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Figure 4F. Plan Sheet C3.04: Wetland GH/GJ continued, station 188+00 to 197+10; raw water line installed by
open cut trench from Sta 126+25 to Sta 197+10. Temporary impact = 7,085 ft long x 10 ft wide =1.63 acres.
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Figure 4G. Plan Sheet C2.01: Station 10+00 to 13+70. Wetland GK south of Goodman Rd and Well #3 test
discharge site. No direct wetland impact.
RECEFIVED
APR 18 2017
;iEC JVED
DCM- MHD CITY DCM WILMINGTON, NC
APR 0 7 2017

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Figure 4H. Plan Sheet C2.01: Station 26+50 to 34+00. Wetland GO and Morgan Branch south of Goodman Rd
crossed by Horizontal Directional Drilling from Sta 26+96 to 29+64. Wetlands RO and GP avoided. No direct
impact to wetland or stream.
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Figure 41. Plan Sheet C2.03-04: Station 67+00 to 79+00. Wetland GM crossed by Horizontal Directional
Drilling from Sta 74+00 to 78+00. No direct impact to wetland or stream. Wetland RN (at Sta 59+00 to 61+00,
not shown) avoided; no impact.
RECEIVED
APR 18 2017
DCM- MHD CITY
REC =iVED
DCM WILMINGTON, NC
APR 0 7 2017

'
413 LF OF 24" FUSIBLE PVC (C900-DR18
BY LR)RIZONTAL DIRECTIONAL DRIU.1W
Install 24" finished water by
Finished Water Lim �-
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306+89 (no waters impact)
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Install 24" raw water by
HDD from sta 303+61 to
306+89 (no waters impact)
GMA JURISDICTION
WRfand Uuundury
24" PLUG
VALVE & BOX(
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CAMA JURISDICTION
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BRUNSWICK-JACKSONVILLE
230 KV LINES
Figure 4J. Plan Sheet C2.11: Station 302+00 to 308+00. Wetland GL/RM and Jackeys Creek, two pipeline crossings (raw and
finished water) by Horizontal Directional Drilling. No direct impact to wetland or stream.
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water by open cut at sta 344+70
(open waters impacts: (2)' 10' x 10)
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Plant Site, owner: Brunswick H2GO
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RECEIVED
YfrM11.1 w..Yr ` cn
lilylr]wlr Yrh� --
.)fa.4pwe
iPR 18 2017
�, 1lVV IIAI(Q1M1 `
DCM- WHD CITY
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Figure 4L. Plan Sheet C1.02: Station 40+00 to 47+00: Ditched stream crossing by HDD beside Belville WWTP. Plan
Sheet C1.03: Station 84+00 to 93+00: Wetland GS crossing by HDD. No direct impact to stream or wetland.

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i
Figure 4M. Plan Sheet C1.05: Station 118+00 to 127+00: Riverbank wetland GQ and Brunswick River bed crossing by
HDD, and .06 ac trench for river diffuser installation. No direct impact to shoreline wetland.; temporary impact to
riverbed at diffuser installation trench.
t=
RrCEWED
a M
APR 18 2017
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DCM- NIND CITY
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Figure 5A. USDA Soil Survey of Brunswick County: Well site #5 and #4.
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��EC' iVED
DCM WILMINGTON, I
APR 0 7 2017

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APR 18 2017
D .^10- N-0, HD CITY

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D Figure SC. USDA Soil Survey of Brunswick County: US-17 Corridor from Well#2 to Well #1 and WTP site. CEWCzD
o APR 18 2017
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APR 18 2017 _IVED
�NILMINGTON, NC
DCM- IMHD CITY APR 0 7 2017

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory Office of Archives and History
Secretary Susan Kluttz Deputy Secretary Kevin Cherry
April 21, 2015
MEMORANDUM
TO: David Wainwright
Division of Water Resources
NC Department of Environment and Natural Resources
FROM: Ramona M. Bartos U FLt.N.usj0. µ.I. a "'y
SUBJECT: Brunswick County Regional Water and Sewer H2GO, Brunswick County, ER 15-0707
Thank you for your letter of March 23, 2015, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above -referenced tracking number.
RECEIVED
APR 18 2017
DCM- MHD CITY
REC--IVED
GCM WILMINGTON, NC
APR 0 7 2017
Locatiorc 109 Bastjones Stree4 Raleigh NC 27601 Mailing Addmm: 4617 Mad Smim Center, Rakish NC 27699-4617 Tekphme/Fax: [phone].6599

A.
I10
Jurisdictional Determination Request
PARCEL INFORMATION
Street Address:
Brunswick 1-12GO Wells & Water Linea: See Attached List of sites
City, State:
Leland, NC 28451
County:
Brunswick Cc
Directions:
See Attached List, Five well sites + water line corridors
Parcel Index Number(s) (PIN): See Attained List
REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address':
Gerald Pattern, Mogensen Mitigation Inc
104 East Chestnut Ave, Wake Forest NC 27587
919-556-8845
G Pottem@RJGAcarolina.00m
Select one:
❑ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
1"I" R11111WI TAW1104 M►1ICi19-01114 4xixl
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address3:
R6r--'C Ell V E D
APR 18 2017
DCM- IUHD CITY
Bob Walker, Exec Direct, Brunswick 1-12GO Regional Water & Sewer
516 Village Rd NE
Leland, NC 28451
[phone] exl 106
[e-mail]
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
3 if available
z Must attach completed Agent Authorization Form
' If available
Version: December 2013 P 3: EVE D
DCM WILMINGTON, NC
APR 0 7 2017

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION°
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
(see attached Agent Authoriz Form)
Property Owner (please print) Date
Property Owner Signature or_IGir_NED
E. JURISDICTIONAL DETERMINATION TYPE APR 18 2017
Select One: DCM- K!HD CITY
❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
❑ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
❑ I am requesting that the Corps investigate the property/project area for the presence or
absence of WOUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
° For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E
s Waters of the United States
Version: December 2013 Page 4 i/ ED
_)uvi WILMINGTON, NC
APR 0 7 2017

Jurisdictional Determination Request
F. ALL REQUESTS
W1Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
ZSize of Property or Project Area (See Attached List) acres
III verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Form6.
0 Project Coordinates: (See Attached) Latitude (See Attache Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
0 Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
❑✓ Soil Survey Map
RECEIVED
APR 18 2017
DCM- NP.HD CITY
❑✓ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December2013 P-W! gvED
DCM WILMINGTON, NCJ
APR 0 7 2017

Jurisdictional Determination Request
Delineation Information (when applicable)':
Wetlands:
❑✓ Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑✓ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude Longitude
Maps (no larger than I Ix17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area RECEIVED
APR 18 2017
❑ USGS Topographic Map
❑ DCM- h"HD CITY
Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at
htto://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/reg surmasox
Wetland and Stream Assessment Methodologies can be found at:
htto://i)ortal.ncdenr.org/c/document library/get file7uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&grouold=38364 and,
htto://www.saw.usace.army.mil/Portals/59/docs/regulatory/oublicnotices/2013/NCSAM Draft User Manual 130318.odf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 P 6
W. _;VED
DCM WILMINGTON, NC
APR 0 7 2017

AGENT AUTHORIZATION FORM for ENVIRONMENTAL PERMITTING
PROPERTY LEGAL DESCRIPTION: Brunswick 1-12GO effluent discharge easement
STREET ADDRESS: 600 River Rd SE Belville NC 28451
Easement Holder: Brunswick Regional Water & Sewer (H2G0)• Bob Walker, executive director, 516
Village Rd NE. Leland NC 28451
Parcel Owner 1: D.R. Horton Inc.. 503 Wando Park Blvd S#200 Mt Pleasant SC 29464
PARCELID: 048CA02003 PIN#:310720821011
Parcel Location: Effluent line easement from NC-133 to NC State Ports parcel (0.53 acre)
Parcel Owner 2: NC State Ports Authority PO Box 9002 Wilmington NC 28402
PARCELID: 048CB001 PIN#:310720805699
Parcel Location: River front parcel (14.2 acres), 90 ft wide at effluent easement crossing
Parcel Owner 3: D.R. Horton Inc. 503 Wando Park Blvd S#200 Mt Pleasant SC 29464
PARCELID: 048CE00101 PIN#:310719628377
Parcel Location: Effluent line easement from Morecamble Blvd east to NC-133 (5.18 acre)
Parcel Owner 4: D.R. Horton Inc 503 Wando Park Blvd S#200 Mt Pleasant SC 29464
PARCELID: 038KA00102 PIN#:310719612191
Parcel Location: Effluent line easement from Morecamble Blvd west to Windsor Dr (52.5 acre)
Parcel Owner 5: Brunswick 1-12G0 Bob Walker, director, 516 Village Rd NE Leland NC 28451 PARCEL
ID: 0470003630 PIN#:219718218244
Parcel Location: WTP and Well #1 site, west end of Gregory Rd, Belville (30.9 acre)
The undersigned, registered owners of the above noted property or easement, do hereby authorize
Gerald Pottern & Rich Mogensen of Mogensen Mitigation Inc. (MMI-RIGA)
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or
certification and any and all standard and special conditions attached.
Property / Easement Owner's Address: Brunswick H2G0, Bob Walker, director, 516 Village Rd NE, Leland
NC 28451. Telephone: [phone] ext.106
We hereby certify the above information submitted in this application Is true and accurate to the best of our
knowledge.
RECEIVED
(Bob Walker, exec. Director) APR 18 2017
AWhorized Signature
Date: 3 - �— /7 DCM- hSHD CITY
SEC :-1 V ED
DCM WILMINGTON, NC
APR 0 7 2017

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M- h"HD CITY
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Figure SA. USDA Soil Survey of Brunswick County: Well site #5 and #4. APR o 7 2017

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DCM- h"HD CITY
c:c _,vED
VILMINGTON, NC
APR 0 7 2017

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A- M.HD CITY
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Figure SE. USDA Soil Survey of Brunswick County: Effluent Line: US-17 to Chappell Loop hC WILMINGTON, NC
APR 072017

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MINGTON, N
Figure SF. USDA Soil Survey of Brunswick County: Effluent Line: Off -road segment to Brunswick Riven. 7 2017

NC Division of Coastal Management
Major Permit Application Computer Sheet
AEC: Brunswick River
Fee: $400 ck i!�54718
CDAITS MHC cc ✓
Applicant: Brunswick Regional Water & Sewer H2G0
AgenttContractor: Mogensen Mitigation, Inc. (Mmi-RJga) neraffern r and Mogensen
Project Site County: Brunswick
Staff: Brooks Surgan
DistriarWilmington
Project Name: BR H2GO Reverse Osmosis WTP Effluent ffall
Rover File: Ma
River Basin:
Initial date of application submittal: 3-7-17
Date application "received as complete" in the Field office: b c
SITE DESCRIPTION/PERMIT INFORMATION
ORW: ❑Yes XNo
PNA: gY7es ❑No
Photos Taken: Yes No❑
Setback Required (riparian): ❑Yes ANo
Critical Habitat: ❑Yes ❑No yNot Sure
15 foot waiver obtained: Yes ❑No
Hazard Notification Returned:. f
[]Yes [-]No 'v
SAV: []Yes KNo ❑Not Sure
Shell Bottom: ❑Yes No ❑ Not
Temporary Impacts. ❑Yes No
Sure
Sandbags: []Yes No []Not Sure
Did the land use cla sification come
Mitigati Required (optional):
from county LUP: XYes [I]No❑Yes
No
Moratorium Conditions:
Environ ntal Assessment Done:
Length of Shoreline:
❑Yes []No XNA
❑Yes No ❑NA
TTTDescription:
401 FT.
Shellfish Area Designation:
Project (code)
Development Area: (code)
Open -or- Close
01 1 aT
SECONDA�ER CLASSIFICATION - OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS) Nutrient Sensitive Waters (NSW) ❑ Swamp Waters (SW)
❑ High Quality Waters (HQW) ❑ Outstanding Resource Waters (ORW)
WETLANDSIMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
(LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salicomia sp.)
wetlands)
❑ (CJ) Saw grass (Ciadium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
alterniflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
❑ (JR) Black needlerush (Juncus
❑ (SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
❑ III(D) Priv. public or comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
El Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
II(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
a e; 3490 can be applied - $400
RECEIVED
❑ Major development extension request -
❑ II. Public or commerciai/no dredge
$100
and/or fill - $400
017
❑ I. Private no dredge and/or fill - $250
III(C) Priv. public or Comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ
DCM- MHD CITY
agreement -$400

BR Regional Water B Sewer H2GO
Date. 3-7-17
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
New Work
Replace
d
x
Y! 55
O�
Maint ❑
❑ Y W N
New WoMaint
S.Sx 0x 12 11
10
❑M
❑YON
©T
New Work
Replace
r
S,�,cyoxi24
Maint ❑
❑ Y 00 N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New WoiF=
Replace
Maint ❑
❑ Y ❑ N
New Work 0
Replace
Maint ❑
❑ Y ❑ N
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found
in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
acts
iim)pact
tempimpacts)
amount
oW DP
Dredge Fill ❑ Both ❑ Other ❑
�telmp/im
t4q 60
amount
60
W
I��
Dredge ❑ Fill ( Both ❑ Other ❑
-i q
/ �r,�`,
Lf ' �+'O��/�
Dredge ❑ Fill ❑ Both ❑ Other
)bo ((��
31, �00
SVo 7w
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
919-733.2293 :: 1-888-4RCOAST :: www.nccoastaimanaeement.net revised: 10/12/06

MAJOR PERMIT FEE SCHEDULE
Brunswick Water & Sewer/$400 #54718
DCM %
DWQ %
Development Ta
Fee
14300160143510009316256253
2430016024351000952341
I. Private, non-commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$250
100%
$250
0%
$0
II. Public or commercial development that does
not involve the filling or excavation of any
wetlands or open water areas:
$400
100%
$400
0%
$0
III. For development that involves the filling
and/or excavation of up to 1 acre of wetlands
and/or open water areas, determine if A,8, C.
r D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3900
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3900
See attached can be applied:
$400
100%
$400
0%
($0
I II(C). If General Water Quality Certification No.
900 (see attached) could be applied, but DCM
staff determined that additional review and written
DWQ concurrence is needed because of
concerns related to water quality or a uatic life:
$400
60%
$240
40%
$160
III(D). If General Water Quality Certification No.
3900 see attached cannot be applied:
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
xcavation of more than one acre of wetlands
nd/or open water areas:
$475
60%
$285
40%
$190
RECEIVED
APR 18 2017
DCM- MHD CITY

Water and Citizens
'017 The Wooten Com an
Sewer/H2GO Bank
54718 $400.00
PerMi
nr Re.ceipt q
NOTES
Number/Comments
majo `tee 60C Rfvef Rd
Bellvllle BS rct. 3753D
.no s0i
W
U
>
N
W
cc
rl
U5

MIA,
ROY COOPER
Governor
MICHAEL. S. REGAN
Secretary
Coastal Management
ENVIRONMENTAL QUALITY
April 13, 2017
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice in Brunswick County
• Town of Oak Island (Yaupon Pier)
• H2GO
Kyle & Heather: Please publish the attached Notice in the Saturday, April 15, 2017 issue.
BRAXTON DAVIS
Director
The State Office of Budget & Management requires an original Affidavit of Publication prior to
payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Shaun Simpson at the NC Division of
Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by
credit card to the attention of Tanya Wright, (Ref acct # 796-7215).
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me
at our Wilmington office.
cc:
Sincerely,
Shaun K. Simpson
Permitting Support & Customer Assistance
Heather Coats - WiRO
Doug Huggett - MHC
Tyler Crumbley - USACE
Sarah Young- DCM
RECEIVED
APR 18 2017
DCM- MHD CITY
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ent., Wilmington, NC 28405
910-796-7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by
NCGS 113A-119(b) that the following applications were submitted for development permits in
Areas of Environmental Concem in Brunswick County: On April S, 2017, the Town of Oak
Island proposed to rebuild Yaupon Fishing Pier, at 705 Ocean Dr., adjacent to the Atlantic
Ocean, in Oak Island; and on April 6, 2017 Brunswick Regional Water & Sewer 111GO
proposed the construction of an effluent discharge pipeline and diffuser into the Brunswick
River, and construction of a new water treatment plant along Gregory Road, in Belville.
Copies of the applications can be examined or copied at the office of Brooks Surgan, N.C. Dept.
of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext.,
Wilmington, NC 28405, (910-796-7270) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557-3421, prior to May 6, 2017 will be considered in
making the permit decision. Later comments will be accepted and considered up to the time of
permit decision. Project modification may occur based on review and comment by the public
and state and federal agencies. Notice of the permit decision in these matters will be provided
upon written request.
RECEIVED
APR 18 2017
DCM- MHD CITY
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

RO Discharge Line Prc
Excavated Material
Disposal Leon
'NGTON, NC
APR 6 4 2017
Legend
•
Existing WWiP
Discharge
Proposed RO Discharge
n
Proposed 12" RO
Concentrate Discharge
■
Well Locations
—
Streams
-Excavated
Material
Disposal Location
Parcels
1 inch = 1,200 feet
0 600 1,200
Feet

REVISIONS
FI
BRUNSWICK REGIONAL WATER &SEWER H2GO
NORTH CAROLINA
CONTRACT
NEW 16" CONCENTRATE LINE FROM
REVERSE OSMOSIS WATER TREATMENT PLANT
TO BRUNSWICK RIVER
-30 I
aelbn � . Fr.wn.n
U s
Ne41ro 9 • •• WlnneOoy
4 Y 8 R U N 5 W 1, C
n e emu
DWM 4N
r q1 e + I4
Plrrvey pla.r I IM au"v ' 78 BOIN
Ma saner
.er4 "" Ba9
L
VICINITY MAP
NOT TO SCALE
s .usD..o.o
iswao
421 a .c.n We
'avers, 11
• a Beach
n m�wNn
twfir- r •Strt Pe. nr.a
Go.tuhe l.1.1 (11.d)
MAY 2017
DIRECTOR
Bob Walker
-
COMMISSIONERS
iI
BIII Browning, Chairman"
Ron Jenkins, Vice Chairman
Carl Antos, Secretary
Jeff Gerken
6E ME
Trudy Trombley
aP»wra
eo�
r,
C+eguyRmi
THE WOOTEN COMPANY
� a
\�
120 North Boylan Avenue Raleigh NC 27603-1423
919.828.0531 fax [phone]
License Number. F-0115
-- --
RECE11VED
APR 18 2017
DCM- MHD CITY
•r � Y
T^Wa
'' MPI Nmmery
,___ �14'CVN IP lEl
e. x16'
_Cooaamalae
PROJECT AREA MAP
NOT TO SCALE
�_a ai e
MAR 1 7 2017

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proWs
RO
"'M
INDEX TO DRAWINGS:
V
� � l
l� "coke
lase
C-0.01 COVER SHEET
C-0.02 LOCATION MAP, INDEX TO DRAWINGS, GENERAL NOTES & LEGEND
C-1.01 16" CONCENTRATE LINE - GREGORY ROAD - STA. 10+00 TO STA. 32+87+/-
C-1.02 16" CONCENTRATE LINE - STA 40+65 TO STA. 67+50
C-1.03 16" CONCENTRATE LINE - STA 67+50 TO STA. 96+00
C-1.04 16" CONCENTRATE LINE - STA 96+00 TO STA. 117+50
C-1.05 16" CONCENTRATE LINE DISCHARGE INTO BRUNSWICK RIVER
STA 117+50 TO STA. 127+00+/-
C-1.06 EROSION CONTROL DETAILS
C-1.07 SANITARY SEWER DETAILS
Welland SeMalrt 1lamiv8 Srlredwr
FlmdnB Dma Gov Type P"umWyA.ve
Jv1.1ec51 S-1rhg,•a Y!
& Read Canary Gov• 27
&Jepenne Miner 27
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Notify NC811 Three Mall Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org
v
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;
a�11ttS� IIIIII
11111 i
LOCATION MAP
SCALE ,-_Epp'
am
1. Obtain Erna post cow a mtRaAe of e oann conbol Isar appro✓at
2. Cear see only as nrecessamy, to install Cason control devlm as IN m the drawsigs Install
temporary, ereson mmd deaces as sum on part.
3. Notify Engineer Ertl NCDEIIR, tart Quality SECtlm at (910) 796 M5 for side inspectbn par to
dxnmertlrp main cbrLSMlon opeatbm.
4. Onoe eosen contra aevlm s are apprwad, bgln cvnsbuctbn operators.
5. Malntaln etsbn control devkes as necessary dunrg Installatlon of saver system hnpmvements;
Inspect di after every rainfall amt and ceamwut taps and/or Neck dams when hall lull.
6. As c ombr ion pugreses Install additional eni contra devbas as indicated on me drawags,
adal for In spadNcations, as needed, p as directed by Engineer. At the III of each vakday, a
orede dam shall to peals immediately aowrtvealn of raxnty disturbed area.
7. Send and mubT demised areas within seven (7) oFa oar days:
a. Upson mngkto o of ant prase OF ozrstruetiwm.
b. When work wYl too[ pocea In an era wttln me above toe frame.
8. After site m stabilized, "oast an nspecoco by the E Inew. Upon approval of site sabllzabon,
remove temporary emsmn control devrca. dress oW area and seetl and mi permanent emsbn
Contra de+ias shall be installed and approver by Engineer.
EROSION CONTROL
1. InsWt see fend oren A, around tap of elating pipes and Inlets at disturbed areas.
2. Install sift fence around spot isles and a" benctes W minimize sediment from mteri g madslde,
dither ant «issmg a2lmege putle5.
3. Pribi eosbn control measures around stork / waste Ales and sagng areas as neaM or as
OraaM by engines.
4. Protest Bonn pipe inks from sediment ruroff fmmn ear dl Nrbng aarvltes witb Sit fer", see
ctrek dam, or art Ste as appropriate for sae condbors.
5. Replace disturbed storm ON outlet promotion with equalor greater amount of Ill within 5
days OF disturbance.
6. Where area around x,det s disturbed and no OLI protector ells, class "I" do -rap shall be
plater amund pbe oudet as directed by Engineer.
7. provide emsbn control matting pa spaohratort In etches and sweet where disturbed and/or as
mmi by Ewlrrem, unless rwtad omembee.
8. [-mtrxmr sell rebuiN all dRNes and banks detorbal durkg artnuc9on. Conlraaor gull iMfall
reed smaka, contra poduct (mattai on all rebue ditchas and banks to pre+mt emsbn until
permar ant ground ode is establishred, ace derail shat.
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GENERAL NOTES DC M- M H D CITY
Adhere to the "losing tees In the Ca'sNction of IN Wily and Apprteucas Wks othemise noted:
1. Ed#brg Wytils are bcoted on pans appronmatety. NaKy WIiN boal savice to mark lommi of «ctlrg utilities at leas Q twos prior to
canmemdrg comink m ai zommom, naprsinle for verifying eruct bcetbn of base III orioles, The cost to repair ttlese fadaes,
K dTne9a1, gall be the resporebillty o the Contacor. Cgoaimh with alliry owners as recawry. Coss asslna[ed are lnMerPal.
2. Contractor Sell correct tle NC Department of Transportation pnlor to airy work Wsdbn N ngh iay. The NCDOT Mirct Egn¢er for this
projet Is 9rn Hughes, [phone].
3. RroNat eusdg property carer mamas. Replace distlrbal property corners by a RWssiolul Wg 9nelpr.
4. T«wwrwfly remora Mnr Ras as regmdai for the installation o the Way. Minor Rams sal Made, tut net be Sri to, egging sons, may
boas, storm sewer ppas, sNta (other 6 It in hegntJ, and beer Ni 3loch n d'a.). Remaall dams to tek prgna meltan Include cos n
the per foot cost atte tale berg Installed.
5. Snpppt moose, adlost or remmuE tool Warm «sang Wiley polls, feences, na+ers, pakmeli Utilities, curbing and alga smtaas drip
oasfimon. Repair damaged Bens to their orgiW caWtlon A no addMenal oat Note, NmOT isobso vrent Nneement, m any of to ate
as. in the project manual, provide cermimon w mole adsng Willa. Contracor w coon irs a with WIAy, porkers w tmpomay a
pmname,Cy relocate as namesarv. Coreector ma, be radii to pay alley. or their agent W mare, support, or terporsily/permanently
moose in order to make the pmopps yl ino"emems. These M110f5/rlpuiRmM6 "I be Wiled at no ack iGondl Coat W tie owner.
6. 6 etas of NCDOT ARC aggregate shall be pwidel for the WI width of unpi drkresays and ode dished grave areas. Contractor shall
minimnim dsturbance. See unit once section of sp%iflubron No payment.
7. open ark Pavel drNervayS, mosaks, and mum and gWa. Repels corn ant gofer kith new to match the adshp uos goon. Rodde,
paemes pauhi g per detail. M d,,.y and pa+emmt/sdewalWa2 8 gAter to be rmeceil wpvn toes, (3) Rays.
S. Cmtractrr to pwide vave markers nor all vaivs, air release vaN¢5. valve gall to markolW and AV to corresportl sTN the type OF ryWprelL
Vall makes shall also induce a phone number to report problems or nyuest water wain bi r for makes are to be included wKh
tfba N bang installed. Markers bated wkhn C{A portiors a ACDOT toads dell pre ir9alled a R/W Ilnls (0 pfiet).
9. Cortracler stall verify the Ipmmntai amp vertical obson and size a i irg 01I a minimum a 3W feet In adrarce of 601 actWees. III
the Enpk Immenia" If a poembal obri ams aNwear the ens ig and proposed Wlltes
10. When tremom, Inside N rignt of cow and whin tyoretkal I abbe from the edge a pivammt W to bottom OF the reared «cavatim,
sloven; akulaiort and pen cmfortning W Ni requlranads must be s"Ited to N(3]OT. No work Slowed rnUl wmtan approval Is
grated.
11. Man removal of oowipe is necessary for forma main iistdllbri repave crosial and mostall K undan ii if damaged, poise raw ON
asalalya and clan maerel at no aadtipel cost D2imege vospce replacement mist meet anak NmDT spaMa[bra.
12. PrwOe pesic vlmtlfl¢Ilm tape foe all new water mans No specifianm. Taa shall to toned cmdrwaerty diet{ above the main and
Cohan (18) bwhas below III IS! grade. In aWAton, tam wire still be reap to mark all IW Ira, bar spetlAaton. The wire Shall W sfomd
tote PIPE Ertl tlrG Won vahe.
A. proi0epasta Irihmm grade fa tle water mmntowaas air nsease valbes Inaloases.
14, At nOPaR vahe IpaLbm cost to et hgh poioAs of tlw mzaln. Toe batbrt IrdlmRa m tle dawimgs nay be alj� to rreet mist repWreneK
rpm alprwal of the ENI es. Air Meng N. located within CIA portions of NCDOT roads stay be irNNled at R/W lines (0' offset).
15. Preside obi thrust block; a 8tnrgs in addition to retrained pas, untas ommwse noted. UDI, C90D smin folnt restraint as apposed by
ON manufacturer, or M fi M may be used where restrained Joint Is r oomc. Resbalnbg "Eyes whkh create a pose load on tie ON
oil not be allowed.
16. W9askeed-tya retrained)'Ants soil be allibi
17. Installation of the ufity MI be by apse M toles stews mates on pas,
18. RE9ak dNexrys to adskp or beta condition.
19. Mnmun yetnal separation hawser natural gas man, gas sconce lines ant face man shall s TV. Contractor steal egpog at natural gas
maims ed gas service Ire to a debt of 2' 0' bean eisdng as lines no, In instalatlm of mire face mmn. C lays moan, at least Ad
hours to baglnnimg work in the aunty of eising gas mains to coordinate inspection.
N. As mpuirecl by the Ni encroachment agreement, me Contractor shall surrey the roosbN colones in IN areas to be 0ected by the utilM1,
insayation A a distance mar to «tad IM Net, to IrcluOe grade breaks will tie-in to IorAN bps This soupy shall be provided to Kw I with
conspo imp benchmark Opumreyatlm pior to commencement of any consmtion wimn Ni rgmof-way. See Stead hwisiort #6 of
klo T Em.rbatmment Agreement. �-4E C c i i/ E D
21. .16 am Ma male o,er in al mmlRas s. The watery be Woi ed prom m Oso in be slopOws do m t gufn be ed see ON,
SeeSen a 3'-0' a cover in all )(Tt a The mesa#& pops proffer slum n be pens doer tot pe. lip
See Special Pmvsbrt #38 a NCDOT Empatnmat Agreatet vavet shah not s peed n Mtlm Ire a M1pn cope.
22. Repsiare6 set form in Nm°T EnooaJmml Appemis most be nap and serrade IS ether repimmerlt MAR 0 7 2017
23. bsatr a Mugs stall ce lined wpm Ceramnagre.
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GENERAL NOTES'.
1. HYDROGRAPHIC SURVEY- SEE CIVIL GIUWINf$ FOR DATE
2, HCRIZWTAL DATUM. NORTH CAROJAA STATE PUN RADIO
3. VERTICALOATUM NAVUWMEAALOWLCINWATERELEVATKDN EL26'NAVMS MMNx
•t ANAVDWL FLOOD WSPRD ZONE AP •a V NAVDW
A, MATERIAL SHALL BE EXCAVATED BY SUCNET-T09MGE METHOD FROM THE EXCAVATKK!
PRISM BY THE OPPOSING CONTRACTOR AND PLACE IN AN APPROVED UPLANDS
DISPOfl BASIN.
fi. EXCAVATION LIMITS SHALL BE BOX CUT. SLOUGHED MATERAL SMi BE REMOVED
WITHIN THE LIMITS TO THE EXTENDS PCOBIBLE.
8. NO OVERGEPTH DREDGING IS ALLOWED BELOW THE PERMITTED EXCAVATION DEPTH.
T. PAYMENT I$ BASED ON MATERIAL REMOVED FROM WITHIN EXCAVATION RRW WITH NO
PAYMENT FOR OVERDREW ING SIDESLCPE BLWgNING. ETC.
8. GIVING OPERATIONS PERFORMED BYTHE CONTACTOR AS REWIRED FOR
INSTALLATION OF GEOTEXTLE FABRIC. STONE, PIPE WEIGHTS, PIPE CONFECTIONS ETC
SH MEET THE REQUIREMENTS OF R CFR. SUSCH PPER t 1910 AL 1910"1 HGSHAI
AND CARRY MARINETIME EMPLOYERS LIAILT' (MEL) COVERAGE PXA'JONES ACT'
MIT .
SUBEV VENCE OF GIER'S CERTIFICATIONS µD PROOF OF MSIIRANCE COVERME,
FIRSTAID AND CIM CERTIFICATIONS. INCLUDING A CURRENT PHYSICAL STATING THAT
THE DIVER IS FIT TO DIVE.
1, GEOTEWILL STASIUATIONnEPARATM FABRIC SHALL BE PLACED ON EXVUN3
BF SUADE SURFACES PRIOR TO PLACEMENT OF STONE OR RI ARA➢BACKFILL.
2 GEOTEXTLESTMILIZATICNSEPAMTNJNFABRICSHA BECNEOFTNEFOLO W
WOVEN. 1011% HICHIPTENACITY POLYPROPYLENE SILT FILM YARDS GEOTEAPTLEe:
A AOS GEWYNTtETICS-31SN
B. PROPEL-3150T
C. SOAPS -GOBS
D CARTHAtE MILLS-FX-N
E. U6 FABRICS, INC -=15
F. WAFµ NUACCOCHEE-VANFAB 3PSW
G. TENCATEMIRAFI-MIRAFIaWX
3. OVERLAP JOINTS A MINIMUM OF N'
A. PoSRIC SHALL BE ANCHORED IN PLACE PRIM TO BWCKFILUNG BY% ING MOUNTS OF
BOT ; STONE OR SAND BAGS.
S. PLACE FABRIC LOOSELY USING FULL ROLLS RUNNING ALONG(HORIZONTAL) CN THE
SLOPE TO REDUCE JOINTSµ0 NOT STRETCH FABRIC.
BTCNEMDRIPRAP.
1. SLOPE PREPARATION
GEOTEXTILE FABRIC SMALL BEINSTALLED BEFORE
6TCNENIPME BACRFILLING
2. CLEAN STONE FILL SHALL BE NCWT W OR FS STONE FILL TWISTED). SOUND, DURABLE
GRANITE OR LIMESTONE ROCK.
3. RIPRAP SNYL BE NCOOT CUSS A RIFRAF AROIND DIFFUSER.
A. REMMNDER OF UPPER LAYER OF RIPRAP SHALL BE NCWT CLASS RIPRM.
5. TOP LAYER OF RPRAP SHALL BE N' IN DEPTH.
8. STONE AND RIPRM 3WYL BE STORED AND HANDLED IN A FANNER TO PRENEM
ACCUMUTATICN OF FINES.
1. WAXMUM UNDERWATER FREE MCP OF STONE AND RERM SWII SEVMY
STABILIZATIONSEPAMTION FABRIC DAMAGED BY PLACING STONEMIPMP SHA L BE
REPLACED PRIOR TO PLACING STONE BY CONTRACTOR AT NO ADDITIONAL CDT TO THE
OWNER
a. CONTRACTOR SMALL GLIDE INITIAL STONE LEVELING LAYER AS REQUIRED TO PLACE
LOWER PORTIONS OF PIPE WEIGHTS AT THE PROPER ELEVATION FOR INSTPIIATION OF
DIFFUSER MANIFOLD PIPE.
B. CONTRACTOR SHALL HAND P-AGE RRIEPµD SOME W VICINITY OF VERTICAL DIFFUSER
PIPES
10. TIMBER PILES'.
A BY PINE, ASTM D25, CLEMaPEELED
B. MESSURETREATEOT025PCFCU,INACCORDANCE`ATMAWP MG C18
C. 11 S' MIN. TIP DIAMETER (37' TIP CIRCUMFERENCE). ORNEN TP OOMN.
D. INSTALL BY VIBRATORY HAMMER. ABLE HAMMER OR WATER JET.
1i. FMPA. FG FORFILLIWPIPE3WLLLBELOWDEN3ITY(2PCF),TWOPMTIPOIRABLEI
ELI EXPANDING, CLOSED CELL, RIGID URETHANE MARINE FLAN.
12 THREADED ROM ASTM F155N, USAGE BENOT-DIPPEDGAEVµIZED IN ACCORDANCE WITW
µTMA153
I& COAPORITE LUMBER: SHALL MEET THE FOLLOWING CMPfUCTERWICS
A ABRASIMRESISTANCE' 001-WEAR PER LOODREVOLUWNSPERASTM MM
B. HARDNESS: TINCBS. PERASTMOM
C. WATERABSCRPTION: 24MWRIMMERBIONPERABTMDlMT(UNSµOEDSMFACE)-
1TW
D. SPECIFIC GRAVITY OBITOOBSPERASTMEG305
E, COMPRESSION'.5 MIMSIQ PERA D106(PMELLFL)a SRSPSIMSItlNPER
MW D1A31PERPENDM.ULAR)
F. TENSILE STRENGTH: 250 PSI DESIGN PER ASTM DIN
G. SHEAR STRENGTH E0 P81 DESIGN PER ASTM WAS
R MODULUS OF RUPTURE: 250 PSI DESIGN PER ASW WTet
1. MODULUS OF ELASTICITY 100000 MI DESIGN PER ASTM 04761
RECEIVED
APR 18 2017
DCM- MHD CITY
AiD
I TURIOITY Bi%AER SHALL BE A TYPE III. HEAVY DUTY PERMEARF NRBg1Y BMRIFA CURAN.
0.YM BRIGHT YELLOWCH'INTERAVIONAL ORANGE
2. CURIAIN SHALL EXTEND TO W.THIN l' BETWEEN THE BOTTOM OFTHE SKIRT AND OUSTING RAVEN
BOOM AT MEAN LOW WATER BUT SHALL NOT BE DEEPER THAN W
3. FABRIC 22 OZ PVC
<. FLOTATON. B-TOST,FIEYIB{WIMBIOY UNMS MNEOINC MWA OTATIMSLEEVE
OR COLLAR ATTACHDITOPPEQIRIAIN. MAINTMN A MINIMUM CURTAN FREEBOARD OF 3' ABOVE
THE WATER SURFACE
5 CABLE .TENSION .LOCIVIED BELOW ROTATION AND ON BOTH SIMOF THE WmAIN. LINE LWtB
SMALL BE FABRICATED IWO THE TOP OF THE FABRIC AND SHALL CONSIST OF WOVEN WEBBING OR
VINYLSHEATHED STEIL CABLE WITH A OREAH STRENGTH IN EXCESS OF ID,OCG IRS, CONNECTING
DEVICES SHALL BE OF EQUNA1EM STRENGTH.
6. CHIN BALLAST. THE611Fh£MENTAL BOTTOM LOAD ONE SHALL CIXRLSTOF A CHAIN
INCORPORATE INTO THE BOTTOM HEM OF THE CUITAIN WITH SUMCHMP WB('NT TO SERVE AS
BALLAST TO HOLD THE CURTAIN IN A VETTICAL POSITION.
1. CONNECTOR Bi ROPED END, ALUMINUM CONIICTGIS AT TOP AND IG STAMENS STEEL
GROMMflBSPACEDAT12' q CENTERANDFASTENEDWRH%ASTCWm1B.STN .
BELOW TIENNXERgi6 ANDCONLNUINGTOTHEWTTOM
6 BEAMS A115FAM5SHNLBEWLECTNICCRTHERMALLYryULGNIMWELDED)BCWCED
TOGETHER AND R1£LCP THE RILL STRENGTH OF THE FABRIC.
9. STRESS PIATTS. CHIN LGAD DISTRIBUTED THROUGH K'%3'% 6 ALUMINUM RATES, BX.TED
BACWTOBACH W EACH BCE OF CURTAIN AND THEN TRANSFERRED MGM WmA INJOOJRTMN
VIA HG HIX AND RANG FOR STRENGTH AND ME OF A .SLING.
IOC CONTRACTOR SHALL BE RESPONSUILE MR ALL ANCHORAGE AND SETTING OF MWMN ANCHOR
POINTS AS WELL AS PROVIDING AUTOMATIC FLASHING UGHT3 MR FMVMV.TONPL WARNING.
11 TURBIDtt BONNIER SHALL BE REMOVED AFTER ALL DREDINGµD FILL PLACEMENT OPERATIONS
HAVEBEENCOMPLEHED.
LC TURBIDLY INKIER SHML BE AS MANUFACTURED BY erne CA ABBA. AER-FLD ABASW
ABSORBENTS INTERNATIONAL EIASTFC, OR EQUIVALENT CURIMN MµUFA ER.
%PFUHF M1gpR pETt' H3.
1 %FEUNEAN]pRW➢GN30NM1 DNBSTCFAIWJPMn.PR3%STB0.TLW CONCRFIF RAVEN
& WMI ISIAWUFARUREDµ0<ERIIFlED BVNMA
A MINIMUM NBOSOM.BNWMH56HALL BE RECEDNRH RIRAR TO DURING
MAHOUNG, TIGHTENING AND MOVDMEMC. MINIMUM CITY WTIGHT NN Mm. AW USE
D. MINIMUM SUBMERGED IN
(IN WATER):. Lei.
E. MINIMUM CROSESECnON DIMENSIONS 2ZY aA
i. PPT UNN PAO/GfS MATEMALBEIWEFNTHEPIMMDMEANCxO PEDIIDEA
SYW, NONSUP%NGFIT, CONSISTINGCFVS'BUCKMREDRUBB MVANEOPRENENE
S%WGEPA WTOPREVENTCONCRETEFROMDNFACTING%F£SURFO.CE MINIMUMWIDTH:
BLOCKW1DTI
3. PROWIDES'DIMETERSTMNLESS6TEE M,NUTSANDWARHER MEWHSIDTO
CONNECT MAnxG xALVFs.
1. PRDRCEA MINIMUM OF 2'GV BEMIIN IMnNGBMTB TO ALLOW PMTIGMENING ON ME
RIPE
5. CONTRACTOR SIIRLLFX Ap)L6T GWAi1LN DEPTH IF wcERSMN1 WBgrt DIMENSIONS ARE
iR($ED PR
n OE.
ENLARGED DIFFUSER & DEFLECTOR PLAN
S-1L3 SGIE 1' � IO-0' Hp 5' 0 1p
TURBIDITY CURTAIN
TYPE III
ORIENTATION WHEN INSTALLED
(TIDAL SITUATION — TYPE X)
M a WM BLIA'L
MI� MBIS M CI1MM1
OILER IyM 'Ri M
Source: Adapted from American Boom and Barrier
Corp. and VDOT Smndard Sheen
W! TL ILAW W
M COMP WY1 B
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b MKM} (A4
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GENERAL NOTES
I. HYDROCFMHIC SURVEY- SEE CNIL DRAWINGS FOR MTE
]. HORIZONTAL MTUM'. NORTH CMWNA STATE PUN NAM
3. VERTICAL DATUM:NAVDN MEAN LOW LON WATER ELEVATON: EL 3.5MVDBS MN,N
rl f MVD00. FLOOD HAZARD ZIXNE AE r9.0' W1VOS9.
N. NATERML SHALL BE EXCAVATED BY BUCKET TO-WGE METHOD FROM THE "CAVATIO N
PRISM BYTHE MEMW COTRACTOR AND PUCE IN M APPROVED UPLANDS
DISPOSALBASIN.
5. EXCAVATION LIMITS SH4LL BE BOX CUT SLOUGHED MATERIAL SHAL BE REMOVED
VATHIN THE LIMITS TO THE EMENDS POSSIBLE.
0. W OVERCEPTH DREDGING 15 ALLdA£D BELOW THE PERMITTED EXCAVATION DEPTH.
T PAYMENT I3 CASED M MATERIAL REMOVED FROM WITHIN EXCAVATION PRISM WITH NO
PAYMENT FOR OVERDREDGING, SIDESLOPE SLWGXTING, ETC.
e. OWING OPERATION$ PERFORMED BY THE CONTRACTOR AS REWIRED FOR
II OF GEOTE%TILE FABRIC. STONE, PIPE WEIGHTS. PIPE CCNNECT)NS. ETC.
SHALL MEET THE REQUIREMENTS CF N CER. SUBCHAPTER L 1910.QI-1910 UI IOSHAI
AND CARRY MARINETIME EMPLOYERS L WLITY UEL)COVBRACE ANA'JONES ACT'.
SUBMIT EVIDENCE OF DIVER'S CERTIFICATIONS AND PROOF OF INSURANCE COVEMSE.
FIRSTJJDANDCPRCERTIFICATONB, INCLUDING A CURRENT PHYSICAL STATING THAT
THE DWR I5 FIT TO ONE.
I. QEOTE%TILE STABILVATIOLBEPARATM FABRIC SHALL BE PLACED ON EXISTING
SUIS ADE SURFACES PRICK TO PLACEMENT OF STONE OR RIPRAP SACXFILL
2 CEOTEAT E STPBILIZATOLBEPAATIONFABRCSHALLBE ONE OF THE FOLLOWING
WOVEN, 1 Wi0 KGH4TENACGY POLYPROPYLENE SILT FILM YARDS GEOTEXTILEB:
A. ADS GE08YNTHETM9-31M
B. PROPEX-315ST
C. SNAPS-GC133
O. DARPA WUUS-FXM
E. USFIBRICS.INC-MIS
P ~AB WIWCOCHEE-VMNFAS 31M
G TENCATE MBAFI- MIRAFI PW%
3. CNERLAG.OINTS A MINIMUM OF
A. FABRIC SHALL BE ANCHORED IN PLACE FIRM TO MCXFIWNG By PLACING MOUNTS OF
BOTTOM STONE OR SAND BNO&
5. PLACE FABRIC LOOSELY USING FULL ROLLS RUNNING ALONG(HCRIZONTAL) ON THE
SLOPE TO REDUCE JOINTS AND NOT STRETCH FASINC
STONE AND RIPRAP:
1. SLCPE PREPPRA"M AND GEOTEMMF FABRIC 8HA11 BE INSTALLED BEFORE
BUBAN STONE ILLSHAULBE
3 GRANITE STONE MESTON ROCNCDOT08T OR STONE FILL (WPSHED),BWIq. DURABLE
GRANITE ORLIME WOO ROCS.
3. REMAINDER OF l. BE
PER LAYER T CLASS
III
AROUND DIFFUSER
INCOOT GLASS
A. TOP LAYER F UPPER DYER OF ' IN D SHAPTH BE NCDOI CLA681 RIPRM.
E TOP LAYER DFRIPRAPAHALL BE RIN DEPTH
S. STONE AND RIPROF SHALL BE STORED AND HANDED INAMANNER TO PREVENT
ACCUMULATFIN
UNDECFFINES.
]. MA%IMUMUNDERWARATION FREE ONW OFSTOPSAND RPPMSHALL BEV ANY
RUJPS
HALL BE
REPLACE PRIM PARATICI FABRIC S BY CON BY PACING OAWITIPRAP COST
REPLACED PRIOR TO PACING ETUDE BY CONTRACTOR AT NOPDDITKKJALCOST TO THE
GNER
8. CONTRACTOR
OMMCT TI SXAO MADE INITIAL STONE TTHE EVELINGPROPER LATER AS TION FO ABED TO PLACE
LATIMI
DIFFER PORTIONSOFPIPE Y.EKiNT6 AT THE PROPER ELEVATION FOR INBTPLLATICN M
DIFFUSER MANIFOLD PIPE.
0. CONTRACTOR SHALL NANO PUCE RIPRAP AND STONE IN VX:INITY OF VERTICAL DIFFUSER
PIPE.
10. TUBER PILES.
A SYP ETRDMCL£NNPEELEp
B. 11,WM TIPD LED (3r TIPCIR M:CORDANCEVHIHAFAAC3 AXDCIB
C. 11FMWTIPDWME]ER(3TTIPCIRCUMF£RER WAnRTIP DLVM.
D. FOAMMT�
BYVIBFORE TCRYIASRI BE
MMERON WATER JET.
I1. FOAM: FORM DING,CLOSEDEHNNLBE MEHANEMRNEFITNOPART (POMPBLEI
LIQUID E D EGGS A CLOSED TELL, GRACE
55UNEDANE D GALV FORM
12 THREADED EGGS AeTM F1YA, WADE 55, WTDIPPED GILVANIZED IN ACCORDANCE WITH
13. A ABRASIPOSITEON
LUMBERRESISTAHALLNCE
MEET THE MRIODOGCRARACTERISTICB'.
A ABRASION RESISTANCE'. R 01'AS M 01 PER 10.tl REVCIUTIONS PER ABTA DYAA
B. HARDNESS. 112ALBB. PER ASTMMER
43
C. WATERABSORPTION 21HWRIMMERBIOI PER PSTM DIN](UN04NDEDBURFACE)-
IM0 91D. SPECIFICU. PSI DESIGN!
ASTM D2305
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PER ASTM 0158 (PMELLFL) 6835 PSI DESIGN PER
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R SHEARESTRENGTII..2RIPSIDESIGNPERASTMDIPo
G. MODULUS OF RUH.2DO P25 CPSIWPER ASTPER AS
M
I MCOULUSOFELASYSRE 250PSICESON IDESI PER DNT81
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L NgOOIIY BWMERBIWIBEATPE III, XEAWWIY.PENNEA-. NRBILY1V 01ggIER CVMMN.
C0.IX, BRIGHT YELLOW OR'INTERIUTIIXUL' ORANGE
I CVMWNSHAIIEMENDNWNINIBETWE131NEBOTIOMONEWMANDE%nWRUSS
BOTTOM AT MEW LOW WATER BUT SHALL NOT BE DEEPER THAN 10.
3. FABRIC 22 M WC
0. ROTATION .S'T012'.FLEMBLE WITH BUOYANT JNM ONMINEDINMIWHROTATION SLEEVE
OROLLM ATTACXEDTOTHECURTNN. MAINTAIN A MINIMUM CUWNN FPEEB]MD OF 3' AS NE
THE WATER SURFACE.
5. CABLETENSION. LOCOTMBELOWFLOTATIONMDONBOTHSIMWH ECUMAIN. LINELMLS
SHALLBEFABtI TEDINTOMETOPOFMEFA&N ANDBRLLLC(Ni WC WWENWEBBINGM
VINYLSHEATHEDSTEDL CABLE WITH n SPEAK STRENGTH IN E%CE880F 100.V LEIS. ONNELPNG
DEVICES LLASTPEOFEWNMEMSTRENGTH.
B CMININCURT LASTIH THE BOTTOM EOROM CURTAIN
EIHLLU WIIENT MIGHT
IGHT TO
DALAI TOH ADOLDTTXEURRgA XAV OF THENTCAL CURTAIN WITH! SUFFICIENT NFICXTTOSERIE AS
BONNEC OHIXUT THECURTAINS.AUMINU L CONNECT
OSITION
T CONNECTOR SPACING
AT OPED
ON
N S. CENTER ALUMINUM RS WITH iLMMND M STMNLES551EII
GBO W THE CO4EDAT 12' GROOMER LNG TDITENED WTOI MASTIC W1gET16 STNIIING
BELOW iXE CCNNECTCNB ANDONEINVING NIXE B3TTOA.
S. TOGETIIFF.DMSSXMLBEFULLSTMCG7d OP MµLVryVLGNQED WELOEDI BCNNCED
TOGEmERANO DEVELOPTIF FULLSTRENGTHCE HFABRIC.
N S - MTEMM LVMWCUPIBNMDOIGNA'%3'%8'ALUMIHUWAIN- .BXIED
BVJN-TOOMANN RING FOR OFENGTHA DEASEO AAEEMBLIND FNCM CUgTPIHTOCURTWN
VA HG IX%W. AND PIRG FOR STRENGTH AND EASE OF RESEMBLING.
10, CONTRACTOR SMUT BE RESPONSIBLE MR ALL ANCHORAGE AND SETBNG OF DOWN IN ANCHOR
PO HIS AS WELL AS PROU DIM AUTOMATIC FLASHING LIGHTS FOR NAVIGATOR& WARNING.
11 NRBDITY WRIER SXALL BE REMOAED AFTER ALL DREDGING AND ALL PLAACEMENT GFEPATKINS
HAVE BEN COMPLETED.
]2. NRBUTY BARBER SHALL BE AS MANUFACNRED BY ENVIRJUSI ANEW.. AERFOO Ab9_D,
ABSORBENTS IMERNATKKAL OASTEC, OR EQUNALINTCUNfAN WNUFMNRER.
HFIIINEANCHOR WEGHTS.
1 PIPELINE ANCHOR MOTE SHALL ICIIWSTC£p1MpPMT, PREGIST MUM OMCNEM FIRT
MIGHT AS MANUWTUR DAHD CERTIF'IEp BYNPCA
A MINIMUM CONCRETE STRENGTH AT 2B MR: S,CDO PSI
B ANCHOR WEIGHTS BXALL BE REINFORCED WITH FEW TO PREVENT CRANING WRING
EMIDUNG, TIGHTENING AND MOVEMENT.
C. MINIMUM CM WEIGHT (IN Nm ADD LEIS.
D. MINIMUM SUBMERGED WEIGHT UN WATERI: 235 USE
E MINIMUM CROSS3ECIION DMENSIONS: 2'd'A2'O'
2. FFOVICE UNDER PAD/GOSNEE MATERIAL BETWEEN THE PIPE AND THE ANCHOR TO PROMICEA
SNUG, 404SUPNNG AT. CONSISTING OF VS' BLACK OR RED RUBBER OR 1/4' NEORNENENE
SHXMEPALINGi0PREVENTCONCRETEFROMCDNTK RPESURFACE. MINIMUMWDT1:
BOX W DTN r 2'
3. RiOVICE l'DMMETER STMNLESS STEEL BOLI3. NUTSANDAWS11 3 CNEEAOISIMM
CONNECT MATING MAUVES
9. FRONDE A MINIMUM OF 2'GAP BETWEEN MATING BOIXXS TO ALLOW FOR TIGHTENING ON THE
PPE
5. CONTRACTOR SHALL ADJUST EXCAVATION DEPTH IF LPAGER/SMALL WEIGHT OME161CHS ARE
PROPOSED
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