38-13 Cape Fear Public Utility Authority

Permit Ciass
NEW
Permit Number
38-13
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Vennit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Cape Fear Public Utility Authority, 235 Government Center Drive, Wilmington NC 28403
Authorizing development in New Hanover County at Masonboro Sound
,as requested in the permittee's application dated 10/15/12 02-1 & MP-?)
and 1/2/13 (MP-3 & MP-5), including the attached workplan drawings (43), as referenced in Condition No. 1
This permit, issued on March 20 2013 , 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
oe suo3ecr to lines, imprsomneni or civil acnon; or may cause rile permit to ne nuu ano voiu.
1) Unless specifically altered herein, all work shall be conducted in accordance with the attached workplan
drawings: Cover Sheet dated 1/2/13, 1-1 through 1-4, Al through A-15, B-1 through B-2, C-1 through
C-4, and DT-1 through DT-12 dated revised 4/2/12, 1-1A dated 11/15/12, E3-E5 dated 5/12/08, and El
and E2 dated April 2012.
Upland Development
2) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the installation of the utility lines and pump station, 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.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall 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 shall cease when the permit expires on
December 31, 2016
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 DENR and the
Chairman of the Coastal Resources Commission.
Brai£on C. Davis, Director
/Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Cape Fear Public Utility Authority
Permit #38-13
Page 2 of 2
ADDITIONAL CONDITIONS
Spoil Disposal
3) All materials resulting from the open trenching or directional boring shall be confined to upland areas
behind adequate retaining structures to prevent spillover of solids into any marsh or surrounding waters.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
4) A ground cover sufficient to restrain erosion shall be provided within thirty calendar days of project
completion.
5) . 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.).
401 Water Ouality Certification
6) ''The N.C. Division of Water Quality has authorized the proposed project under General Water Quality
Certification Nos. 3884 (DWQ Project No. 13-0044), which was issued on 2/12/13.
General
Z) No vegetated wetlands or open water areas shall be excavated or filled, even temporarily, outside of the
area(s) depicted on the attached workplan drawings.
8) Construction mats shall be utilized to support equipment within wetland areas to minimize temporary
wetland impacts. These mats shall be removed immediately following project completion.
;9) No work shall take place on any property until such time as the permittee has obtained legal authority
(i.e. deeds, easements, right of way encroachment agreements, etc.) for said property.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including, but not limited to, a NC Division of
Water Quality Stormwater Permit.
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: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2010-01914 which was issued on 2/5/13.

•
HOW
APPLICATION for
Major Development Permit
(last revised 72f27108)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information;
Business Name
Cape Fear Public Utility Authority (CFPUA)
Project Name (if applicable) Masonboro Sound Road
Water and Sewer Extensions
Applicant 1: First Name
Frank
MI
Last Name
Styers
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
235 Government Center Drive
PO Box
City
Wilmington
State
NC
ZIP
28403
Country
USA
Phone No.
910 - 332 - 6560 ext.
FAX No.
910- 332 -6352
Street Address (d ddierent from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
WK Dickson & Co., Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Thomas
C
Hubard
Agentl Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
909 Market Street
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28401
910 - 762
- 4200 ext.
910 - 442 - 1850 ext.
FAX No.
Contractor #
910-762-4201
Street Address (if different from above)
City
Stale
ZIP
Email
RECEIVED
JAN 1 kr:Fbt continues on back> DCM WILMINGTON, NC
f NOV 0 1 2012
71f'A?_Mun �yTy
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net

A
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
County (can be multiple) Street Address
State Rd. #
New Hanover
Subdivision Name Oyster Bay,
city
state
Zip
Windchase, Masonboro Sound
Wilmington
NC
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
I I,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Intracoastal Waterway, Masonboro
Sound
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
Intracoastal Waterway, Masonboro
Sound
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.
City of Wilmington, North Carolina
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq,ft.)
0 (zero)
696,000
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A
NWL (normal water level)
(IF many lot s/zes, please attach additional page with a list)
Varies from 1'to 20'®NHW or ❑NWL
e.
Vegetation on tract
The tract is residentially developed with grass lawns and some lightly wooded areas.
I.
Man-made features and uses now on tract
There are single-family homes around the project area.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
The adjacent area to the project is residential.
h.
How does local government zone the tract?
i. Is the proposed pmjecI consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No DONA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes MNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No ❑NA
t
National Regi rlistej)PLVproperty? Construction will be more than 50 feet from register structures.
RECEIVED
Jk j 6 /1113 <Form continues on next page> DCM WILMINGTON, NC
NOV 0 1 2012
DCM-MUD CITY
252.808-2808 :: 1-888.4RCOAST :: www.neconstalmanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. () Are there wetlands on the site? ®Yes ONO
(ti) Are there coastal wetlands on the site? ®Yes [--]No
(III) If yes to either (i) or III) above, has a delineation been conducted? WYes ❑No
(Attach documentation, it available)
n. Describe existing wastewater treatment facilities.
The project will be served by the McKean-Maffit (Southside) Wastewater Treatment Plant owned and operated
by CFPUA.
o. Describe existing drinking water supply source.
The potable water supply is the CFPUA Drinking Water System.
p. Describe existing stone water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial RIPublictGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project will provide Water and sewer to a residentially developed area currently served by wells and
septic systems. CFPUA will operate the proposed water and sewer system.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The water and sewer will be constructed by typical open/cut construction using excavators and backhoes.
d. List all development activities you propose.
Water and sewer systems including a wastewater pump station.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or ®Acres
16
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ONO ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
There are no new proposed discharges to Waters of the State.
i. Will wastewater or storrnwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ONO ®NA
j. Is there any mitigation proposed? ❑Yes ONO ❑NA
If yes, atlt@h a miggamdo coposal.
"0=t✓Li VCU
JAN 16 2013 <Form continues on back> DCM WILMINGTON, NC
NOV 0 1 2012
^CM n4([9 e
252-808-2808 :: 1-888-4RCOA5T :: www.ncconstalmanagement.net
O,

Form DCM MP-1 (Page, 4 of 4)
APPLICATION for
Major Development Permit
6. Additional information
In addition to this completed application form, (MP-1) the following items below, it applicable, must be submitted in order for the application
package to be complete. Items (a) — (i) are always applicable to any major development application. Please consuft 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 effected 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 cerfified mail. Such fandowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous slate or federal permits issued for work on the project tract. Include permit numbers. permiltee, and issuing dates
Erosion and Sedimentation Control - NH02119 Stormwater Management - W8020101
NCDENR Sewer - W00020773, and NCPWS Water - 010219.
h. Signed consultant or agent authorization form, if applicable.
i. Weiland 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 (NC .G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the bestofmy knowledge.
Date /0 �/_ �l5 h Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development RECEIVED
ODCM MP-4 Structures Information RECEIVED
JAN 16 2013 DCM WILMINGTON, NC
NOV 0 1 2012
252.808.2808 :: 1-888.4RCOA5T :: www.nccoastalmanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
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
Channel
(NLW or
NWL)
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization
Length
N/A
Width
N/A
-._.
--- -
Avg. Existing
Depth
N/A
NA
NA
Final Project
Depth
N/A
NA
NA
1. EXCAVATION ❑This section not applicable'
Amount o1 material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand clay
, muck, ect
0(zero).
(i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom IS%
or other wetlands (WL)? If any boxes are checked, provide the approximately 22,000 cV
number of square feel affected.
❑CW _ ❑SAV _ ❑SB _
IDOWL 1Q,4!54 pNone (Temporary and permanent)
(ii) Describe the purpose of the excavation in these areas:
Excavation is due to the installation of proposed
sewer lines.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b Gimenslor.s of disposal area
c. (I) Do you claim title to disposal area?
❑Yes ❑No ®NA
fill If no, attach a letter granting permission from the
e. (i) Does the disposal area include any coastal wsllands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (S0
or other wetlands (WL)? If any boxes are checked, provide the
number of square feel affected.
❑CW _ ❑SAV ❑SB _
[3011- lea ❑None
(it) Describe the purpose of disposal in these areas:
Replacing substrate ack"f&EP
trenched area withingwetlands
t �l �156 2013
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No (@NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
[]Yes ❑NO ®NA
(if) If yes, how much water area is affected?
Spoils will be properly disposed. The
majority of material will be placed back into
the trench.
o preconstruction c nt a RECEIVED
11Q4 141I1 A4I4'GT9N, NG
252.808.2808 :: 7-888.4RCOA3T :: www.nccrfek'ti6118y1pt fent.net nimised: 12J26/66
NOV 01 2012

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization In Length
❑Bulkhead ❑Riprap ❑BreakwaterlSili ❑Olhec Width.
c. Average distance waterward of NHW or NWL: d. Maximum 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 backfill Riprap _
Breakwater/Sill Other
I . Source of fill material.
f. (1) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No DNA
(it) If yes, slate amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization) r"r;,x:• ., ;.; x;
a. (i) Will fill material be brought to the site? [:]Yes ®No DNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW L
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area 3 2 ' X 5 6 '
(tv) Purpose of fill
Pump station site grading
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 _ WNone
(ii) Describe the purpose of the fill in these areas:
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Erosion control will be handled according to the Typical water and s .w _r construction equipment
NCDENR Erosion Control Plan. will be used including excavators and backhoes.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No DNA site? C4Yes ❑No DNA
(it) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental Impacts.
Silt fence and ground stabilization will be used to
protect wetlands adjacent to disturbed areas
Date (� I _ I Z Applicant Name FRA4- 54,1ee,i O..
� �:}.rs.-,,�i, �A�Fcae twi3ut- u7ruTT F�%lwclrY
Project Name Q(' �`ii'� Applicant Signature
N1A�n)�ct�-C4 <)vwvo ,,,��"� '
252-808.2808::1-888.4RCOAST :: www.nccoae tat nt.net DCM WILMINGTON, revised: 112128108
NOV 0 1 2012

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and'or land disturbing activities)
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.
Pump Station - Building 1
c. Density (give the number of residential units and the units per
acre).
1 (one)
e. If the proposed project will disturb more than 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
(if) If yes, list the date submitted:
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.
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.
b. Number of lots or parcels.
One (1) lot for pump station building.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1,118 square feet or 0.026 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Manhole lids gravel and concrete structures
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
(ii) If yes, list the date submitted:
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
approval?
The treatment and disposal will take place at the []Yes ❑No ®NA
McKean-Maffit (Southside) Wastewater Treatment If yes, attach appropriate documentation.
Plant in Wilmington NC owned and maintained by CFPUA.
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).
m. Does the proposed project include an innovative stormwater
design?
❑Yes [:]No ®NA
If yes, attach appropriate documentation.
tECEMM
16 2C13
-"n-mnu CITY
JAN 0 2 2013
DCM WILMINGTON, NC
252-808.28082 :: 1-888.4RCOAST % www.nccoastal_m anagement.n_ot revised: 12,26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g.. well, n. (i) Will water be impounded? ❑Yes ONO SNA
community, public system, etc.) (it) If yes, how many acres?
The proposed drinking water supply source will be a
part of the CFPUA Drinking Water System.
o. When was the lot(s) platted and recorded?
7-1 2DI3
Date
Masonboro Sound Road Water and Sewer
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ONO ❑NA
Project Name /7
�OAnl� C. �T'(ERS I CAft Grate `u6LVL VT ILCr-
Applicant Name
—r
"lila4tk, � '�A }Fi/1 wit
Applicant Signature
RECEIVED
F�
I� I r
DCM-MHD CITY
251-908-2808::18 M4RCC,NA5T rxr. t revised: 12i26106

Form UCM MP-5
BRIDGES and CULVERTS
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. BRIDGES j]This section not applicable
a.
Is the proposed bridge: b.
Water body to be crossed by bridge:
[]Commercial ❑Public/Govemment ❑PrivatelCommunity
c.
Type of bridge (construction material): d.
Water depth at the proposed crossing at NLW or NWL:
e.
(I) Will proposed bridge replace an existing bridge? []Yes ❑No f.
(i) Will proposed bridge replace an existing culvert? ❑Yes []No
If yes,
If yes,
(it) Length of existing bridge:
(ii) Length of existing culvert: _
(III) Width of existing bridge:
(ili) Width of existing culvert: _
(iv) Navigation clearance underneath existing bridge:
(iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed?
NWL:
(Explain)
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g.
Length of proposed bridge: h.
Width of proposed bridge:
i.
Will the proposed bridge affect existing water Flow? ❑Yes []No j.
Will the proposed bridge affect navigation by reducing or
[]Yes []No
increasing the existing navigable opening?
If yes, explain:
If yes, explain:
k.
Navigation clearance underneath proposed bridge: I.
Have you contacted the U.S. Coast Guard concerning their
[]Yes ❑No
approval?
If yes, explain:
m.
Will the proposed bridge cross wetlands containing no navigable n.
Height of proposed bridge above wetlands:
waters? []Yes []No
If yes, explain:
2.
CULVERTS
❑This section not applicable
ISL RECEIVED
#'.
a.
Number of culverts proposed: 2 b.
Water body in which thialc6verl is tobe Pia .
16 1013
koadside RPW draining to ICWW.
JAN
DCMM11DCTTY
WILMINGTON, NC
DCNI
252-808.2808 :: 1.888-4RCOAST :: www.nccoastatmanayrnx-nt.me'.
revised: 10t26106

Form DCM MP-5 (Bridges and Culvc
< Form continues on back>
c. Type of culvert (construction material):
The nr000sed culverts will be dual 24-inch Class III RCP with flared end sections within RPW.
d. (i) Will proposed culvert replace an existing bridge?
❑Yes K No
If yes,
(if) Length of existing bridge:
(III) Width of existing bridge:
(Iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
I. Length of proposed culvert: 30 feet
h. Height of the top of the proposed culvert above the NHW or NWL.
10feet
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
is, (i) Will proposed culvert replace an existing culvert?
[]Yes ®No
If yes,
(if) Length of existing culvert(s): _
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL: _
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Width of proposed culvert: 24 inches
i. Depth of culvert to be buried below existing bottom contour.
inches
k. Will the proposed culvert affect existing water flow? In
❑Yes MNO
If yes, explain: To allow continual water flow within
RPW.
3. EXCAVATION and FILL This section not applicable
a.
C.
(i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? []Yes ®No
If yes,
III) Avg. length of area to be excavated:
(III) Avg. width of area to be excavated: _
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
(1) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes []No
If yes,
III) Avg. length of area to be excavated: 30 feet
fill) Avg. width of area to be excavated: 5 feet `+
(iv) Avg. depth of area to be excavated: 2 feet
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SO), or other wetlands
(WL)? If any boxes are checked. provide the number of square
feet affected.
❑CW _ ❑SAV ❑SB _
E]WL 150 SF❑None
(it) Describe the purpose of the excavation in these areas:
Pump station access road/driveway and roadside
gECEO R.CEI Y ED
p'V 161a�3 JAN 0 2 2013
DCM WILMINGTON, NC
252-808.2808 .: 1-888.4RCOAST :: v✓ww.neco,astalw+nnagrrnon!,pet revised: 10126106

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: The Contractor will be responsible for disposal of excess spoil off -site.
(ii) Dimensions of the spoil disposal area: N/A
(III) Do you claim title to the disposal area? ❑Yes []No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? [-]Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation ISM), other wetlands (WL), or shell
bottom (SB)?
[]CW ❑SAV []WL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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
IIWL 150 Sr ❑None
III) Describe the purpose of the excavation in these areas:
Installation of culverts. Temporary rock
check dams will be installed for
sedimentation control.
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: N/A
(iii) Avg. width of area to be filled: N/A
(iv) Purpose of fill: Spoil will be disposed of off -site.
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? []Yes ®No detour structures? ❑Yes ONO
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the^�� RECEIVED
approval or certification. ! �/
< Form a tinue
�P
..mC�
JAN 0 2 2013
DCM WILMINGTON, NC
252-803.2808 :: i-888-4RCDAST net
revised: M26106

Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
c. Will the proposed project require any work channels?
❑Yes ©No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Excavator and backhoe.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? []Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
]anualh Z, ZO
MIR 15111 0161
Project Name
d. How will excavated or fill material be kept on site and erosion
controlled?
An erosion control plan has been submitted to
NCDENR. The plan includes the use of silt fence,
check dams and ground stabilization to control erosion.
I. Will wetlands be crossed in transporting equipment to project site?
©Yes []No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Silt fence and ground stabilization will be used to limit
disturbance to wetlands adjacent to disturbed areas.
GRpj-� FIeAk?U&AL UTILITY AVrtior2fIV O 1jiYY gl-yex 7
Applicant Name
Applic t Signature
RECEIVED
JAN 0 2 2013
DCM WILMINGTON, NC
252-808.2808 :: 1-888-4RCOAST :r www.ncco4stalnurnctgement.nrtt
revised: 10126/06
.J

DCM Coordinator:— Permit #: 38-13
MAILING DISTRIBUTION SKEET
Permitee• L' f Ok
DCM Field Offices
Elizabeth City (with revised work plan drawings)
Morehead City
Washington SS
W' min to �
US ACOE Offices:
Washington:
Raleigh Bland
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington:
ave Tim _ _
Cultural Resources:
Renee Gledhill -Early environmental.rev' cr.gov)
Public Water Supply:
' elf lz o
Joey
e((W�ARO)
Marine Fisheries:
�White
nne C�
�anne Hard t�
NC DOT:
en P
Shellfish Sanitation: /Patti Fowler
State Property: im Walton
Water Quality:
Washington: Anthony Scarborough
Wilmington: Joanne Stee 's — 401
C obum - 401 v
Lm a ewi s 8 t o rmwater
Wildlife Resources: M is=(WARO)
LPO:
Fax Distribution: Permitee
Agent #:_

*Oa
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, N.C. 28403
Dear Sir or Madam:
Braxton C. Davis
Director
March 20, 2013
John E. Skvarla, III
Secretary
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable, the
State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is retained by
you and it must be available on site when the project is inspected for compliance. Please sign both the original and the
copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have
waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1 or
1137229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, [phone] within twenty (20) days
of this decision on your permit. You should also be aware that if another qualified parry submits a valid objection to the
issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be carried
out in accordance with your application. Modifications, time extensions, and future maintenance requires additional
approval. Please read your permit carefully prior to starting work and review all project plans, as approved. If you are
having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit
requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that you
complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit
conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for assistance.
By working in accordance with the permit, you will be helping to protect our vitally important coastal resources.
Sincerely,
u4s �6rl2,�v
Douglas V. Huggett
Major Permits and Consistency Manager
Enclosure
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Acton Employer

W RECEIVED
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT JAN 16 2013
1. APPLICANT'S NAME: Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
DCM-mm CITY
2. LOCATION OF PROJECT SITE: Multiple properties located off Masonboro Sound Road, which include the
Seabreeze, Oyster Bay and Windchase Subdivisions, adjacent to Masonboro Sound and Whiskey Creek, in
Wilmington, New Hanover County.
Photo Index - 2006: 21-7385-7386: M-W, 1-8 & Q-X, 3-24 2000: 21-265-266: Q-W, 1-8 & Q-X, 1-24
1995: 21-248: P-Z, 1-12
State Plane Coordinates - X: 2346736 Y: 152117
LAT:34°09'44.81783"N LONG:77°51'14.01244"W
3. INVESTIGATION TYPE: CAMA/D&F ROVER FILE # - 0-082210A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/22/2012
Was Applicant Present — Yes (agents)
5. PROCESSING PROCEDURE: Application Received — 01/02/2013 (completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Wilmington/New Hanover County
Land Classification From LUP - Resource Protection
(B) AEC(s) Involved: ES, ORW
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Private septic and sanitary sewer systems
Planned — Municipal sewer system
(F) Type of Structures: Existing — Individual single-family residences and subdivisions
Planned — New water mains, sewer mains, sewer force main and associated man-
holes and pump station
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION:
[AREA[
DREDGED FILLED 01H R
(A) Vegetated Wetlands (RPW stream and §404
10,454 sq. ft.
150 sq. ft.
Wetlands)
(temporary)
(RPW)
(B) Non -Vegetated Wetlands
(Open water
(C) Other (Highground)
1,118 sq. ft.
685,238 sq. ft. 11
(D) Total Area Disturbed:—696,960sq. ft. (-16 acres)
(E) Primary Nursery Area: Yes (adjacent)
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The Cape Fear Public Utility Authority proposes to extend water distribution system
and sanitary sewer collection system to serve citizens located off Masonboro Sound Road.

RECEIVED
PUA- Masouboro Sound Road Water and Sewer Extension
age JAN ] g 2rll
9. PROJECT DESCRIPTION:
DCM-MHD CITY
The project area is an approximately 16 acres site and would serve multiple properties along Masonboro Sound Road,
which include established subdivision such as Pinemarsh, Oyster Bay, Seabreeze and the Cabbage Inlet area. The project
area is located adjacent to Masonboro Sound/AIWW to the east and Whiskey Creek located towards the southern portion of
the project site. To locate the project site from Oleander Drive (NC Highwayl7), turn left onto Greenville Loop Road and
travel west approximately 3.0 miles. Turn left onto Pine Grove Road and travel south approximately 1.2 miles until you
reach Masonboro Sound Road, which will be on your left. Turn left onto Masonboro Sound Road and travel
approximately 1.0 mile east until the road bends to the south. Continue to travel south approximately 0.2 miles until you
reach Orchard Trace, which will be located on the right. This location would be the most northern extent of the project
limits. The application states that this area of Masonboro Sound Road is within the City of Wilmington's 1998
Annexation Area as required by general statute.
The project area along Masonboro Sound Road is bound on the west by existing residential properties and on the east by
additional existing residential properties and the Atlantic Intracoastal Waterway (AIWW). The project site is located
between Hewlett's Creek to the north and Whiskey Creek to the south, in Wilmington, New Hanover County. The
existing land use in the area is predominately single-family residential, with the majority of the existing residences located
in established subdivisions or developed properties. The application states that 50% of the properties are currently
developed. The majority of the existing residential structures utilize private septic systems to treat waste water; however,
there are properties located along Dalkeith Road towards the northern portion of the project area, which have an existing
sewer line and an associated manhole located at the terminal end of the road adjacent to Masonboro Sound. The
application also states that the Windchase Subdivision located at the southern portion of the project area has an existing
sanitary sewer system, which consists of 6' PVC with associated bends and cleanouts.
Included within the proposed project corridor are several areas of jurisdictional §404 Wetlands and streams. The wetlands
within the project area have been delineated and approved by the US Army Corps of Engineers (USACE). The two largest
tidal areas are located near the Robert Parsley property and the Pinemarsh Subdivision toward the northern end of the
project area and the Cabbage Inlet area, which includes the Windchase Subdivision located on the southern end of the
project area. The application states that there is a jurisdictional stream/ditch classified as a Relatively Permanent Waters
(RPW) located between the Seabreeze and Oyster Bay Subdivisions at Benton Avenue, which appears to drains east
towards Masonboro Sound/AIW W. There is also an existing 48" culvert under the existing 30' access easement driveway
to the Pinemarsh Subdivision, which conveys flow to and from a jurisdictional RPW towards the Masonboro
Sound/AIWW to the east, respectively (See Sheet 1-IA).
The application states that the NH 0780 Masonboro Sound Historic District 1992 would not be disturbed by the
proposed project. The application states there are four (4) structures within the project area that are listed on the Register
of Historic Place.
The average elevation within the project site ranges from approximately P to 20' above normal high water (NHW).
Upland vegetation consists of ornamental landscaping, lawn grasses, hardwoods and other woody species including: Oak,
Pine, Cedar and Dogwood. Coastal wetlands vegetation includes: Black Needle Rush (Juncus roemerianus), Salt Reed
Grass (Spartina c)nosuroides), Salt Meadow Grass (Spartina patens), Spike Grass (Distichlis spicata), and Smooth
Cordgrass (Spartina alterni,Jlora). Above tidal influence, the vegetation transitions to §404 type wetlands, including Black
Gum (Nyssa sylvatica), Pond Pine (Pinus serotina), and Red Maple (Acer rubrum), with Narrow -leaved Cat -tail (7�pha
angustifolia), Bull Rush (Scirpus, spp.), and other freshwater wetland species. Located on the southern portion of the
project site off of Seabreeze Blvd. are existing freshwater ponds, which are just landward of the highmarsh boundary,
which exhibits §404 type wetlands, including Black Willow (Salix nigra) and Cat -tail (Typha spp.). The delineated
Coastal Wetlands boundaries within the project area were verified by the NC Division of Coastal Management (DCM) on
8/22/2012.

dowa
RECEIVED
CFPUA - Masonboro Sound Road Water and Sewer Extension ` 3
Page 3
The Wilmington/New Hanover County 2006 Land Use Plan Update classifies adjacent wateia(ps Conservation,
and the adjacent high ground portion of the project area as Resource Protection. The waters of Masonboro Sound are
classified SA -Outstanding Resource Waters (SA-ORW) by the Division of Water Quality. They ARE designated as a
Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are OPEN to the harvest of shellfish in
the Masonboro Sound Area.
PROPOSED PROJECT:
The Cape Fear Public Utility Authority (CFPUA) proposes to extend water distribution system and sanitary sewer
collection system to serve citizens located off Masonboro Sound Road. As stated, the application states that the project
area is within the City of Wilmington's 1998 Annexation -Area as required by general statute, which currently uses
individual septic tank systems with subsurface disposal of wastewater. The acting agent along with the CFPUA requested
a scoping meeting which was held at the Wilmington Regional Office (WiRO) on June 25, 2012 to discuss the proposed
project with the interested review agencies, which included: NCDCM, NCDWQ, NCDLR, NCWRC, NCDMF and
representatives with the USACE. The application also states that public meetings were held for the landowners within and
adjacent to the project area to attend and have the opportunity to provide comments and input for the project. The
application also includes the names and addresses of the properties with established easements already obtained along
with the ones which the CFPUA are currently in the process of obtaining easements for the proposed extension.
The project would consist of the construction of approximately 2,600 linear feet (LF) of 6" water main, approximately
1,170 LF of 2" water main, approximately 1,800 LF of 10" sewer main, approximately 10,990 LF of 8" sewer main,
approximately 1,500 LF of 4" sewer force main and one (1) sewer pump station. The majority of the new system would
be installed within highground, under existing pavement or adjacent road shoulders, within the right-of-ways of existing
State roads and/or streets. Of the projects approximately 18,060 LF of pipe, only approximately 500 LF would be installed
within jurisdictional §404 wetlands. In areas outside of road right-of-ways, clearing and construction would be limited to
an approximately 30' in width corridor, centered on the pipe installation. Typical trench dimensions would be
approximately 6' in width and approximately 6-8' in depth. The applicant proposes to use mechanical excavating
equipment to trench, place bedding stone, bed pipe, and backfill to original grade. All excavated material would be
temporarily contained by adequate sedimentation and erosion control plan and strictly followed during and after the
construction until all sites have stabilized. In jurisdictional §404 wetlands areas, the applicant states that all excavated
material would be placed on adjacent upland areas to avoid double handling or stockpiling in wetlands and would be
returned to the original grade and replanted with proper vegetation in accordance with erosion control plan.
The project includes approximately 0.026 acres of high ground area designated for the proposed pumping station in the
location between the Seabreeze and Oyster Bay Subdivisions, which would be located towards the terminal end of
Seabreeze Blvd. along Benton Ave. The station would include an access gravel driveway, measuring approximately 12' in
width, which would require the installation of dual 30' in length by 24" in width Class II reinforced concrete pipe (RCP)
with flared end sections within the existing RPW, aforementioned. The proposed pumping station has been designed with
top elevations of approximately 2' higher than the 100-year flood elevation and would include fencing approximately 6'
in height. The proposed pumping station would also include a valve box, wet well, electrical panel, and emergency
generator. Upon completion of installation, all disturbed areas would be re -vegetated per the approved erosion control
plan.
As stated, the proposed gravity sewer would be constructed by open cut excavation in a linear route from the proposed
pump station towards the west to serve the Seabreeze, Oyster Bay and Cabbage Inlet Subdivisions, along with the
properties located across Masonboro Sound Road, which are located along Shorewood Hills Dr. The new system would
also extend towards the north, which would connect to an existing manhole associated with the existing system for the
properties along Dalkeith Road, aforementioned. The proposed sewer route would continue to the properties within the
Pinemarsh Subdivision located across Maxwell Place Lane located on the western side of Masonboro Sound Road. The
proposed water main installation in this location of the Pinemarsh Subdivision would be directional drilled under the
existing RPW under the existing 30' access easement driveway to existing residences. The proposed sewer line would
continue towards the north along Masonboro Sound Road to an existing manhole located between Finian Dr, and Orchard

CFPUA - Masonboro Sound Road Water and Sewer Extension
Page 4
The application states that the route of the new sewer had been designed to provide slope from the existing gravity sewer
to limit the number of proposed pump stations to one. The application also states that the method treatment and disposal
of the sewage would take place at the existing McKean-Maffit Waste Water Treatment Plant (Southside), which is owned
and operated by the CFPUA. The NC Division of Water Quality has issued a State Non -discharge Sewer Extension Permit
(WQ0020773) and Stormwater Permit (W8020101). The NC Public Water Supply has issued a Water Distribution Permit
(01-0219) to the CFPUA for the project (See Sheetsl-1 through 1-4, Al through A15, Bl through B2, Cl through C4,
DTI through DT12 and El through E5).
10. ANTICIPATED IMPACTS
The construction of the proposed pump station would result in a total land disturbance of approximately 1,118 sq. ft.
(0.026 acres) of highground, which would result in total impervious area of 0.4% within the 575' SA-ORW Estuarine
Shoreline AEC. The proposed installation of the proposed culverts associated with the gravel access drive to the pump
station would impact approximately 150 sq. ft. of jurisdictional §404 Wetlands to allow water to flow within the existing
road side ditch/RPW. The proposed installation of the new sewer lines would result in the excavation and temporary
disturbance of approximately 10,454 sq. ft. (0.24 acres) of jurisdictional §404 Wetlands. All areas will be returned to the
original grade and replanted with proper vegetation in accordance with the sedimentation and erosion control plan. Total
upland disturbance for the proposed sewer and water line extension would be approximately 16 acres. If construction is
timed to avoid periods of peak biological activity and conducted in strict accordance with the approved sedimentation and
erosion control plan, long term impacts should be minimal.
The application states that the NH 0780 Masonboro Sound Historic District 1992 would not be disturbed by the proposed
project. The application states there are four (4) structures within the project area that are listed on the Register of
Historic Place and the proposed utility construction would be located greater than 50' from the existing structures.
RECEIVED
JAN 16 2013
DCM-MHD CITY
Submitted by: Robb L. Mairs Date: 01/11/2013 Office: Wilmington

RECEIVED
CAPE FEAR PUBLIC UTILITY AUTHORITY 4 ; J 6 i�13
MASONBORO SOUND ROAD WATER AND SEWER EXTENSIONS
PROJECT NARRATIVE
DCM-MAD CITY
PURPOSE AND NEED
The Cape Fear Public Utility Authority (CFPUA) is extending its water distribution system
and sanitary sewer collection system to serve citizens within the City of Wilmington's 1998
Annexation Area located off Masonboro Sound Road. The project will provide water
service, fire protection, and sanitary sewer service to the citizens in the annexation area.
The extensions to the water distribution system and sewer collection system will be owned,
operated and maintained by the CFPUA. The scope of this project is the construction of
water and sewer utilities.
EXISTING CONDITIONS:
Homes in the project area are currently using private water wells with some community
water and septic tank and drain fields for wastewater disposal. The Cabbage Inlet
development has a community drain field.
The project area properties are currently zoned as residential inside the Wilmington City
limits. About 50% of the existing properties are currently developed. The project area is
bordered by Whiskey Creek (SA;HQW) to the South, Intracoastal Waterway (SA;HQW) to
the East, and Hewletts Creek (SA;HQW) to the North.
The soils in the area consist of Leon Sands, Lakeland Sands, Lynn Haven fine sands, and
Murville fine sands. The seasonal high water table ranges from 0 to 1.5 feet for all of the soil
types except the Lakeland sand areas which has a seasonal high water table greater than 6
feet deep (per New Hanover County Soil Survey).
PROJECT DESCRIPTION:
The project includes the construction of approximately 2,600 linear feet of 6-inch water
main, 1,170 linear feet of 2-inch water main, 1,800 linear feet of 10-inch sewer main,
10,990 linear feet of 8-inch sewer main, 1,500 linear feet of 4-inch sewer force main and
one sewer pump station. The project includes lateral sewer services for residential homes
five hydrants, valves and other appurtenances necessary for proper expansion of the utilities.
New impervious surfaces will be created at the proposed pump station located at the end of
Seabreeze Blvd. A 12-foot wide gravel drive is proposed along with the gravel surface at the
pump station site. Existing swales and sheet -flow runoff will be the treatment method used
for the surface water runoff.
The projected impacts to the freshwater wetlands (delineated by Kim Williams with Land
Management Group) in the project area are less than 0.3 acres. Temporary impacts will
occur during excavation in wetland areas for construction of the gravity sewer. These areas
will be restored by backfilling with in situ soils to original grade.
np 1 9 9k ?i
December 2012 Page 1
DCM VVILIWNii ",C. q ._

Y e . I
Gravity sewer will be constructed by open cut excavation in a linear route from the pump
station to the east to the existing gravity sewer on Dalkeith Road and to serve properties
along and on the private drive across from Maxwell Place. The system will extend to the
west from the pump station to serve the Oyster Bay and Cabbage Inlet areas. The route of
the sewer has been designed to provide slope from the existing gravity sewer to the pump
station and limit the number of pump stations to one. The route will have minor temporary
impacts to wetlands (0.2 acres).
The Sedimentation and Erosion Control Plan will be strictly followed during and after
construction until all sites have been returned to a stable condition. Drop inlet protection
and temporary silt fences will be utilized to confine any sediment to the construction sites.
Upon completion of the project, each of the sites will handle storm water in the same
manner it did prior to construction.
On Benton Avenue the gravity sewer and forcemain will cross a relatively permanent water
(RPW) by open cut excavation. The construction will be for the access road which will
include two 24-inch culverts in the RPW.
A private road water main installation will involve directional drill under a RPW with no
impact.
Clearing, grubbing and grading activities will be limited to those areas necessary for proper
installation of the proposed utilities. Denuded areas will be revegetated on a stabilize -as -
you -go basis to the extent practicable.
The maximum potentially disturbed area for this water and sewer system improvement
project is 16 acres. That total area includes actual disturbance area due to excavation as
well as potential disturbance area attributable to material storage, equipment staging,
temporary stockpiling, etc.
The NH 0780 Masonboro Sound Historic District 1992 will not be disturbed by this project.
There are four structures within the project area that are listed on the Register of Historic
Places. The project will have no impact on the structures, as the utility construction is
located more than 50 feet from the structures.
This project currently has received the following permits:
1. Stormwater Management — W8020101
2. NCDWQ Fast Track Permit for Pump Stations, Gravity Sewers, and Force Mains
. — WQ0020773
3. NCPWS Water Distribution Permit — 01-0219
Following completion of the project the private septic tanks will be decommissioned by the
homeowners. �@
RECEIVED
DEC 19 2012
JAN 16 /c13
DCM
DCM-MUD CITY
December 2012 Page 2

Masonboro Sound Rd Area Annexation Properties with Easement Already Obtained
No Street Sfx city �[ •
5649 DALKEITH RD WILMINGTON JOHNSON ROBERT W CHRISTIANA L
5601
DALKEITH
RD
WILMINGTON
ABERLE THOMAS M EMILY A
5633
DALKEITH
RD
WILMINGTON
MERTESDORF ROBIN F REVOCABLE TRUST
7627
MASONBORO SOUND
RD
WILMINGTON
PINE MARSH PROP OWNERS ASSOC
7807
MASONBORO SOUND
RD
WILMINGTON
KOLLING KENNETH P MARYA
7859
MASONBORO SOUND
RD
WILMINGTON
TIBBETTS ROBERT B COLLEEN E
7815
MASONBORO SOUND
RD
WILMINGTON
ARCADIAPROPERTIES LLC
218
WINDCHASE
LN
WILMINGTON
POINT STUART W CRISTINE C
212
WINDCHASE
LN
WILMINGTON
STANLEYJOHN H PATRICIAG
311
CABBAGE INLET
LN
WILMINGTON
KOTZ KENNETH W NANCY BETH
200
WINDCHASE
LN
WILMINGTON
HILL JAMES S ALICE V
312
WINDCHASE
LN
WILMINGTON
POINTCRISTINE C REVTRUST
303
CABBAGE INLET
LN
WILMINGTON
MORRIS RUSSELL M DIANE SUE
300
CABBAGE INLET
LN
WILMINGTON
OPPER FREDERICK H SHERI
302
CABBAGE INLET
LN
WILMINGTON
HATTON BRYAN HEATHER
307
CABBAGE INLET
LN
WILMINGTON
VARNER CONRAD W DIANNE W
234
CABBAGE INLET
LN
WILMINGTON
BADGER SYLVIA K
314
CABBAGE INLET
LN
WILMINGTON
POINT CLAN 1 LLC
318
CABBAGE INLET
LN
WILMINGTON
WILTON WENDELL B KATHERINE C
325
SEABREEZE
BLV
WILMINGTON
HILL ROBERT O JR NINA M
340
CABBAGE INLET
LN
WILMINGTON
POINT CLAN 2 LLC
216
OYSTER BAY
LN
WILMINGTON
KJM MANAGEMENT LLC
224
OYSTER BAY
LN
WILMINGTON
LEE MITCHELL D QUAL PERS RESTR ETAL
8006
MASONBORO SOUND
RD
WILMINGTON
FALES CLARA H HRS
5625
DALKEITH
RD
WILMINGTON
SOUTHERLAND JOYCE F
7823
MASONBORO SOUND
RD
WILMINGTON
MCALLISTER NANCY LIFE EST
206
WINDCHASE
LN
WILMINGTON
OBRIEN SUSAN L P F
215
WINDCHASE
LN
WILMINGTON
PSP ENTERPRISES LLC
7919
MASONBORO SOUND
RD
WILMINGTON
HILL ROBERT O JR NINA M
7801
MASONBORO SOUND
RD
WILMINGTON
BROWN PHILIP MICHAELJR CHRISTY M
Remaining Easements
7705
MASONBORO SOUND
RD
WILMINGTON
WHITTED JOSEPH W JR REV TRUST ETAL
7903
MASONBORO SOUND
RD
WILMINGTON
LABELLE RUSSELL J
7727
MASONBORO SOUND
RD
WILMINGTON
WILLARD FAMILY FARM LLC
7731
MASONBORO SOUND
RD
WILMINGTON
WILLARD FAMILY FARM LLC
327
SEABREEZE
BLV
WILMINGTON
SCULLY KEVIN S MADELINE M
338
SEABREEZE
BLV
WILMINGTON
HARKIN SANDRA S
338
SEABREEZE
BLV
WILMINGTON
HARKIN SANDRA S
7915
MASONBORO SOUND
RD
WILMINGTON
LEONARD JOHN L III ELIZABETH E
7851
MASONBORO SOUND
RD
WILMINGTON
JEWELL E SMITH EMMA P
7739
MASONBORO SOUND
RD
WILMfN&b(AD
HIGGINS GLENDY WILLARD,
7719
MASONBORO SOUND
RD
WILMINGTON
WILLARD FAMILY FARM LLC
f` e N13
DCM-MHD CITY

+ DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: CFPUA c% Frank Styers COUNTY: New Hanover
PROJECT NAME: Masonboro Sound Road Water and Sewer Extensions
LOCATION OF PROJECT: multiple properties located off Masonboro Sound Rd., which includmtFl( reeze, Oyster
Bay & Windchase subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilmington
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 1-2-13 �A N 16 2013
FIELD RECOMMENDATION: Attached: YES To Be Forwarded: n/a
DCM-MHD CITY
CONSISTENCY DETERMINATION: Attached: n/a To Be Forwarded: n/a
FIELD REPRESENTATIVE: Mairs
DISTRICT MANAGER REVIEW:
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE RECD: 1-17-13
ADJ. RIP. PROP NOTICES RECD:
APPLICATION ASSIGNED O
C) 75 DAY DEADLINE: l
MAIL OUT DATE:1-14-13
FEDERAL DUE DATE:
DISTRICT OFFICE: WILMINGTON
FEE RECD: $400.00
END OF NOTICE DATE: 2-7-13
DEED DYES
ON:
150 DAY DEADLINE
STATE DUE DATE: 2-7-13
FED COMMENTS RECD:
PERMIT FINAL ACTION: ISSUE DENY DRAFT
AGENCY
DATE
COMMENTS
RETURNED
OBJECTION
S:
YES NO
NOTES
Coastal Management - Regional Representative
I- ! 6 -1 3
✓
Coastal Management - LUP Consistency
to- 13
Division of Community Assistance
✓
Land Quality Section-13
5 a
Division of Water Quality
Z %$- (3
Storm Water Management(DWQ)
2.%1.-%3
/
✓
son
State Property Office
Division of Archives & History
Division of Environmental Health
S- 13
Division of Highways
Wildlife Resources Commission
-I - 13
Local Permit Office
1- 30 -13
Division of Marine Fisheries
1- 31-1
Corps of Engineers
`a
PwS 1-t-13

."
Project Name C-F P
Assigned to dwei
Assigned on F �� �3 _
Prepare for signature following review by other Assistant Major Permits Coordinator
Date draft permit given to other Assistant Major Permits Coordinator
Date reviewed by other Assistant Major Permits Coordinator
Prepare draft for review by Major Permits Coordinator
Date draft permit given to Major Permits Coordinator
Date reviewed by other Major Permits Coordinator
Other
Written approval from DW OIS/
s not required for this project.

.lAN 14 261�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
January 7, 2013
MEMORANDUM:
TO: Chad Coburn FEB 1 ZO1�
401 Wetlands
Division of Water Quality - WiRO
FROM: Doug Huggett, NC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
Project Location: Mutiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at [phone], when
appropriate, in-depth comments with supporting data is requested.
REPLY:
t./This agency has no objection to the project as proposed.
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 - DATE _ 02-ia-O
127 Cardinal Drive Ext., Wilmington, NO 28405
Phone: [phone] \ FAX: [phone]Internet: www.nccoastalmanacement.net
An Equal Oppatunity 1 AAinnative Action Empoyer

�`;A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
February 12, 2013
DWQ Project # 13-0044
New Hanover County
Cape Fear Public Utility Authority REMVED
Mr. Frank Styers
235 Government Center Drive FEB 18 Z013
Wilmington NC 28403
Subject Property: Masonboro Sound Road Water & Sewer Extensions D 7 cT! Ctv
NO WRITTEN CONCURRENCE NEEDED
Dear Mr. Styers,
You have our approval, in accordance with the attached conditions and those listed below, to extend
and existing water distribution system and a sanitary sewer collection system as described within your
application received by DWQ on January 16, 2013. After reviewing your application, we have
decided these impacts are below the threshold for written authorization as long as all conditions of
General Water Quality Certification Numbers 3884 (GC3884) are met. These certifications may also
be viewed on our website athtti)://Portal.nedenr.org/web/w(i/swp/ws/401/certsandpermits. This
Certification allows you to use the Nationwide 12 Permit when issued by the US Army Corps of
Engineers.
This approval is only valid for the purpose and design that is 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 wetland fills
for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 211.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification.
For this approval to be valid, you must follow the conditions listed in the attached certification
and any additional conditions listed below.
Conditions of Certification:
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
the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Wetlands, Buffers, Stormwater—Compliance and Permitting (Webscape) Unit t�TOne
1650 Mall Service Center, Raleigh, North Carolina 27699-1650 No Carolina
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 litlfCQ��lf
Phone: [phone] FAX: 91 M07-64941 Customer Service: 1-877-623-6748 [ !s
Internet: wmmwaterquarty.org

2
CFPUA — Masonboro Sound Extension
New Hanover County
2013-0044
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
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 letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Karen Higgins at [phone] or
myself at our Wilmington Regional Office at [phone].
Sincerely,
a,, dl /t9�u
Chad Coburn
Senior Environmental Specialist
APO
Enclosures: GC 3884
Certificate of Completion
cc: Thomas Hubbard — WK Dickson & Co., Inc., 909 Market Street, Wilmington, NC 28401
Dave Timpy — USACE Wilmington Field Office
Doug Huggett — DCM Morehead City
Robb Mairs — DCM Wilmington
Karen Higgins — Wetlands, Buffers, and Stormwater Compliance and Permitting Unit
WiRO

Certification of Completion
DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
Certificate of Completion
FFB 18 2013
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWQ 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:
Agent's Certification
Date:
I, 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 Permittee 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: Registration No. Date

Water Quality Certification No. 3884
Water Quality Certification Number 3884 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200
for the discharge of fill material to waters and wetland areas as described in 33 CFR 330
Appendix A (B) (12 and 47) of the Corps of Engineers regulations including any fill activity for
utility line backfill and bedding, and for the Riparian Area Protection Rules (Buffer Rules) in 15A
NCAC 028 .0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division" ►:
a) Permanent impacts to any wetlands and/or waters, including streams; or
b) Any stream relocation; or
c) Impacts to any wetlands and/or waters if the maintenance corridor in a wetland or at a
stream crossing is greater than 15 feet wide (except activities located in areas with
Riparian Area Protection Rules when the maintenance corridor at stream crossing must
be 10 feet wide or less). Gas pipelines may have a maintenance corridor wider than
fifteen feet if mitigation is provided for these additional wetland fills.
d) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of DWQ Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H
.1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC
02B .0200), or
e) Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, or Catawba River
Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or
watershed with Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless the activities are listed as "EXEMPT' from these rules or a Buffer
Authorization Certificate is issued through N.C. Division of Coastal Management (DCM)
delegation for "ALLOWABLE" activities.
In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. If a project also requires a
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees.
Activities included in this General Certification that do not meet one of the thresholds
listed above do not require written approval from the Division as long as they comply with
the Conditions of Certification listed below. If any of these Conditions cannot be met, then
written approval from the Division is required.
Water Quality Certification No. 3884

Water Quality Certification No. 3884
Conditions of Certification:
1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification, as
authorized in the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices shall be performed so that no
violations of state water quality standards, statutes, or rules occur. Approved plans and
specifications for this project are incorporated by reference and are enforceable parts of this
permit.
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site.
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the_requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
SA, WS-1, WS-II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the
sedimentation and erosion control designs must comply with the requirements set forth
in 15A NCAC 048 .0124, Design Standards in Sensitive Watersheds.
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program has released
the specific area within the project.
Water Quality Certification No. 3884 2

Water Quality Certification No. 3884
4. Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your project
is covered by this permit, full compliance with permit conditions including the erosion R
sedimentation control plan, inspections and maintenance, self -monitoring, record keeping
and reporting requirements is required. A copy of the general permit (NCG010000),
inspection log sheets, and other information may be found at
httR://Dortal.nodenr.or.q/web/wq/ws/su/npdessw#tab
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit.
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of other
state or federal agencies and coordinated with these activities.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. Exceptions to this condition require written approval by the resource agency
responsible for the given moratorium.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does
not come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application submittal to and written approval by the
Division.
7. Riparian Area Protection (Buffer) Rule
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited
to "uses" identified within and constructed in accordance with 15A NCAC 02B .0233, .0259,
.0243, .0250, .0267 and .0605, and shall be located, designed, constructed, and maintained
to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. All buffer rule requirements, including diffuse
flow requirements, must be met.
Water Quality Certification No. 3884

Water Quality Certification No. 3884
8. Compensatory Mitigation
In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for
losses of ecual to or greater than 150 linear feet of streams (intermittent and perennial)
and/or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses.
A determination of buffer, wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and/or Regional General Permit.
Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols. The mitigation plan must be implemented and/or constructed before any impacts
occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a
mitigation bank. In these cases, proof of payment shall be provided to the Division before
any impacts occur on site.
9. Relocated stream designs should include the same dimensions, patterns, and profiles as the
existing channel (or a stable reference reach if the existing channel is unstable), to the
maximum extent practical. The new channel should be constructed in the dry and water shall
not be turned into the new channel until the banks are stabilized. Vegetation used for bank
stabilization shall be limited to native woody species, and should include establishment of a
30-foot wide wooded and an adjacent 20-foot wide vegetated buffer on both sides of the
relocated channel to the maximum extent practical. A transitional phase incorporating
appropriate erosion control matting materials and seedling establishment is allowable,
however matting that incorporates plastic mesh and/or plastic twine shall not be used In
wetlands, riparian buffers or floodplains as recommended by the North Carolina Sediment
and Erosion Control Manual. Rip -rap, A -Jacks, concrete, gabions or other hard structures
may be allowed if it is necessary to maintain the physical integrity of the stream; however, the
applicant must provide written justification and any calculations used to determine the extent
of rip -rap coverage. Please note that if the stream relocation is conducted as a stream
restoration as defined in the US Army Corps of Engineers Wilmington District, April 2003
Stream Mitigation Guidelines (or its subsequent updates), the restored length may be used
as compensatory mitigation for the impacts resulting from the relocation.
10. For sewer lines, when the construction corridor is parallel to a stream, then the edge of the .
construction corridor shall not be closer than 10 feet from top of bank. For streams classified
as WS (except WS-IV or WS-V), B, SA, ORW, HQW, or SB from normal high water (or tide
elevation) and wetlands, the edge of the construction corridor shall not be closer than 50 feet
to a stream; or 100 feet to private or public water supply sources or waters classified as WS-1
waters or Class I or Class II impounded reservoirs used as a source of drinking water in
accordance with 15A NCAC 02T .0305(f).
Utility lines within the Riparian Buffers shall be installed in accordance with the Table of uses
in the most recent verision of the appropriate buffer rules.
Utility lines shall not cross a stream channel at other than a near -perpendicular direction (i.e..
stream channel crossings shall not be at an angle of less than 75 degrees or more than 105
degrees to the stream bank).
11. Any wastewater line that crosses any stream shall be installed in accordance with the most
recent version of the Gravity Sewer minimum Design Criteria or the most recent version of
Water Quality Certification No. 3884

a V_c' , 1 V ,
Water Quality Certification No. 3884
I i�il13
the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Main
published on the Division of Water Quality's website. Exceptions to this condition require
application submittal to, and written approval by, the Division.
12. If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/ fish kills.
13, Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the the area directly impacted by approved
construction activity. All rip -rap shall be buried and/or "keyed in" such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip -rap or
other approved materials shall not result in de -stabilization of the stream bed or banks
upstream or downstream of the area
14. Annual native species suitable for wet locations shall be planted and established within
jurisdictional wetlands for soil and erosion control. Non-native perennials such as fescue are
prohibited.
15. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted to no closer than 10 feet from top of bank of
streams. Any fertilizer application must comply with all other Federal, State and Local
regulations.
16. The construction corridor (including access roads, sediment and erosion control measures
and stockpiling of materials) is limited to 40 feet (12.2 meters) in width in wetlands and across
stream channels and must be minimized to the maximum extent practicable.
17. Permanent, maintained access corridors shall be restricted to the minimum width practicable
and shall not exceed 15 feet in width except at manhole locations. A 15-toot by 15-foot
perpendicular vehicle turnaround must be spaced at least 500 feet (152.4 meters) apart.
18, An anti -seep collar shall be placed at the downstream (utility line gradient) wetland boundary
and every 150 feet (45.7 meters) up the gradient until the utility exits the wetland for buried
utility lines. Anti -seep collars may be constructed with class B concrete, compacted clay,
PVC pipe, or metal collars. Wetland crossings that are directionally drilled, and perpendicular
wetland crossings that are open cut and less than 150 feet (45.7 meters) long do not require
anti -seep collars. The compacted clay shall have a specific infiltration of 1 X 10- 5 cm/sec or
less. A section and plan view diagram is attached for the anti -seep collars.
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c) Maximum water -cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
19. The applicant shall have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will be
Water Quality Certification No. 3884

Water Quality Certification No. 3884
piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
Along utility corridors within wetlands, grub stumps only as needed to install the utility and cut
remaining stumps off at grade level. The general stripping of topsoil within wetlands along
the utility corridor is not permitted.
20. If an environmental document is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse.
21. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted
to determine if Coastal Stormwater Regulations will be required.
22. This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
23. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with 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, then the
Division may reevaluate and modify this General Water Quality Certification.
24, When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
25. Additional site -specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards.
26. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and/or Regional General Permit. The conditions in effect on the date
of issuance of Certification for a specific project shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non-compliance with or violation of the conditions herein set forth by a specific project may result
in revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Water Quality Certification No. 3884

Water Quality Certification No. 3884
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 19, 2012
DIVISION OF WATER QUALITY
M
Charles Wakild, P.E.
Director
History Note: Water Quality Certification (WQC) Number 3884 issued March 19, 2012 replaces
WQC Number 3819 issued March 19, 2010; WQC Number 3699 issued November 1, 2007, WQC
Number 3625 issued March 19, 2007; WQC Number 3374 issued March 18, 2002, WQC Number
3288 issued June 1, 2000; WQC Number 3101 issued February 11, 1997, WQC Number 3022
issued September 6, 1995, WQC Number 2664 issued January 21, 1992. This General
Certification is rescinded when the Corps of Engineers reauthorizes any of the corresponding
Nationwide and/or Regional General Permits or when deemed appropriate by the Director of the
Division of Water Quality.
F is 1 8 1.)i i3
Water Quality Certification No. 3884

Water Quality Certification No. 3884
ANTI -SEEP COLLAR
r 18
I
Inches I Utility Line
I I (Diameter Varies)
I
1 food Class B Concrete
— or Compacted Clay
t_ I
6 inches r=hj1dt0h
inches
Not to exceed 40 feet
SECTION
W'971
IIlI
�IfrPees
..6 inches
Water Quality Certification No. 3884

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
January 7, 2013
MEMORANDUM: R cErvsa
TO: Shannon Jenkins INC DEH B 0 5 2013
Shellfish Sanitation Section
"-Sf3D CITY
FROM: Doug Huggett, INC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, INC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
Project Location: Mutiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Huggett at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at [phone], when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
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
SIGNE DATE
_�
f—aw U-1
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone]\ FAX: [phone]Internet: www.nccoastalmana.gement.net
An EWW Opportunity \ AMirmafive Acbm Employer

Pat McCrory
Governor
January 7, 2013
MEMORANDUM
TO:
SUBJECT:
Applicant:
wr
NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Braxton C. Davis
Director
Debra Benoy
Public Water Supply District Manager
Natural Resources
John E. Skvarla, III
Secretary
RECEIVED
]AN 14 ?�'1
Doug Huggett, INC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
CAMA / Dredge & Fill Major Permit Application Review
Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
Project Location: Mutiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggtett at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at [phone], when
appropriate, in-depth comments with supporting data is requested.
REPLY: Vl This agency has no objection to the project as proposed.
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 DATE �l o D
RECEIVED
127 Cardinal Drive Ext„ Wilmington, NC 28405 FEB 0 5 2013
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Oploodunily \ All rmaiive Action Employer DCWMHD CITY

J d�
NCDENR
�_ r3.or.r4.o2
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Braxton C. Davis John E. Skvarla, III
Governor
Director Secretary
JanuaryR, 2013
���2131415167jf
} Bi
MEMORANDUM:
ai ,AN2013
TO:
� fV
LO N
Maria Dunn ti
For WIRO n
�4
NC Wildlife Resources Commission `�7lFOF628Z�2
FROM:
Doug Huggett, NC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT:
CAMA / Dredge & Fill Major Permit Application Review
Applicant:
Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
Project Location: Mutiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Huggtett at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at [phone], when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
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 m .� i�,�� DATE
RECLiVED
FEB 01 2013
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nccoastalmananement.net
An EWW Opportunity 1 Afnnalive Achon Empoyer DCM-MHD CITY

J
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
January 7, 2013
MEMORANDUM:
TO:
FROM:
SUBJECT.
Applicant:
RECEIVED
JAN 14 2013
Dan Sams
Division of Land Resources
Doug Huggett, NC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
CAMA / Dredge & Fill Major Permit Application Review
Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
Project Location: Multiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Huggett at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at [phone], when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
X This agency approves of the project only if the recommended changes are
r I incorporated. See`, attached. �p
L..YCS�<.•- vA Sc.���•�•—� Ga.-�ot pt� �ff�cr fio-- to 41�/oycI r. ACcCs}✓,i fu, 15 �-'YL,(
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE JIAA�
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer

Pat McCrory
Governor
January 7, 2013
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
��A
NCD NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis John E. Skvarla, III
Director Secretary
John Fullerton
City of Wilmington
RECEIVED
JAN 3 0 2013
DCM-MHD CFFY
Doug Huggett, INC DENR-DCM Major Permits Cc
400 Commerce Ave., Morehead City, INC 28557 (Courier 11-12-09)
CAMA / Dredge & Fill Major Permit Application Review
Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
Project Location: Mutiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Howe tt at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at [phone], when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
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
rornments.
SIGNED DATE7S 1
?i mp staG -ws to be.
OM-,O.
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opponnity \ Affirmative Actim Employer

LVX*A
7,4417,
uu
�t,8j JAN 17 2013
NCDENR F HA9ITAT PROTEI
North Carolina Department of Environment and Natural Resou
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
{,f
January, 2013 -MAILED @ �
MEMORANDUM: r--4'" 1f3113 [E3 2013 '
..,_.
TO: si Baker DivDMF-HABITATPRVEGN
Division of Marine Fisheries
FROM: Doug Huggett, NC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: Cape -Fear Public Utility Authority (CFPUA)' c/o Frank Styers
Project Location: Mutiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Dow Hu4pett at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at [phone], when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
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 , l,. a&P,u DATE �l Z8I j3
fLe_l r/ag� l3
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanaoement.net
An Equal OppoduriVy Alfim We Acbm EffOoyer

Pat McCrory
Governor
January 7, 2013
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location
Q��
NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Braxton C. Davis
Natural Resources
John E. Skvarla, III
Secretary
Q JAN 14 2013 �U� AI -
BY. Zp '
Linda Lewis 0
Stormwater Section
Division of Water Quality -WiRO �� � A
Doug Huggett, NC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
CAMA / Dredge & Fill Major Permit Application Review
Cape Fear Public Utility Authority (CFPUA) c/o Frank Styers
Mutiple properties off Masonboro Sound Rd., including Seabreeze, Oyster Bay and Windchase
Subdivisions, adjacent to Masonboro Sound & Whiskey Creek, in Wilm., New Hanover County.
Proposed Project: to extend water distribution system and sanitary sewer collection system to serve
citizens located off Masonboro Sound Road.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Hugpett at the address above by February 7, 2013. If you have
any questions regarding the proposed project, contact Robb Mairs at [phone], when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
1� This agency approves of the project only if the recommended Changes are
incorporated. See attached. (\/�( E� P/01 RAIL
This agency objects to the project for reasons described in the attached
,D _c,,o//m``m``entss�.
SIGNED �GLG�� 4; DATE Z'?-
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.n000astalmanagement.net
An Equal Opportunity 1 Aflinative Action Empoyer

RECENED
Recommendations for State Permit — CFPUA- Masonboro Sound Road Water and Sewer Ejitegyipnl 6 ZU 13
It is the staffs recommendation that the proposed project is CONSISTENT with the Rules of WM4647 .0209
COASTAL SHORELINES (d). This office has no objection to the proposed work, provided it is consistent with state
and federal permitting requirements regarding impacts to §404 wetlands and directional drilling under Section 10 waters.
It is recommended that any permit issued include the following conditions:
1. In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended
sediments in adjacent waters.
2. Appropriate sedimentation and erosion control devices, measures or structures must be implemented to ensure that
eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms,
etc.).
3. A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30 calendar days of
completion of any phase of grading on cut or filled slopes.
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: 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: The permittee and/or his contractor is urged to meet with a representative of the Division prior to project
initiation.

Howell, Jonathan
From: Timpy, David L SAW [[e-mail]]
Sent: Tuesday, February 05, 2013 10:20 AM
To: Coburn, Chad; Huggett, Doug; Govoni, Daniel; Steenhuis, Joanne; Howell, Jonathan;
Spencer, Thekla M SAW
Cc: Mairs, Robb L
Subject: Cape Fear Public Utility Authority (CFPUA), SAW-2010-01914, CAMA Major App, NWP12
Reference the application submitted by the Cape Fear Public Utility Authority (CFPUA)
to discharge of fill material into approximately 0.24 acres (10,604 sq ft) square feet of
jurisdictional wetland to extend an existing water distribution system and sanitary sewer
system to serve the citizens that live off of Masonboro Sound Road as described in its permit
application dated January 2, 2013 and permit drawings dated 11/15/2012 and received by this
office on January 15, 2013.
Based on the referenced application, this proposal meets the terms and conditions of
NWP12 (Utility Line Activities) provided the applicant obtains the required CAMA permit and
complies with the terms and -conditions of the CWA Section 401 Water Quality Certification for
this general permit and obtains a CAMA permit for this activity. Thus, we have no
objections to the project as proposed. The assigned Action ID for this project is SAW-2010-
01914.
Dave Timpy
Project Manager
Regulatory Division
US Army Corps of Engineers, Wilmington District
69 Darlington, Avenue
Wilmington, North Carolina 28402-1890
Office: 910-251-4634
Cell: 910-617-3254
Fax: [phone]
Email:[e-mail]
Website: http://www.saw.usace.army..mil
The Wilmington District is committed to providing the highest level of support to the public.
To help us ensure we continue to do so, please complete the Customer Satisfaction Survey
located at our website at http://pert.nwp.usace.army.mil/survey.html to complete the survey
online.
1

MEMORANDUM
To: Jonathan Howell
From: Michael Christenbury, Wilmington District Planner
Subject: Consistency Determination, Major Permit Application, Cape Fear Public
Utilities - New Hanover County
Date: February 10, 2013
This project is consistent with the 2006 Wilmington -New Hanover County Joint
Land Use Plan Update.
The applicant proposes to extend water distribution system and sanitary sewer collection
system to serve citizens located off Masonboro Sound Road. Subdivisions include the
Seabreeze, Oyster Bay and Windcbase Subdivisions, adjacent to Masonboro Sound and
Whiskey Creek in New Hanover County.
Areas of Environmental Concern (AEC's) impacted by the proposal are ES and ORW.
Waters at the project site are classified as SA-ORW and are not open to the harvesting of
shellfish. The area is a Primary Nursery Area (adjacent).
I have reviewed this proposal for consistency with the 2006 Wilmington -New Hanover
County Joint Land Use Plan Update and offer the following comments.
The general area of the project is classified as Resource Protection and Conservation.
In general, New Hanover County allows development in Resource Protection and
Conservation classified AECs, which is consistent with the State's minimum use
standards. The Wilmington -New Hanover County Joint Land Use Plan contains some
policies, which exceed the State's minimum use standards, including those for marinas
and community boating facilities. However, none of these policies appear to be
applicable to this project.
This project is consistent with the 2006 Wilmington -New Hanover County Joint
Land Use Plan Update.
File

34�13
OUR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
March 12, 2013
RECENED
Mr. Frank Styers
Cape Fear Public Utility Authority MAR 19 2013
235 Government Center Drive
Wilmington, NC 28403
Subject: Request for State Stormwater Management Permit Application nCV-Mf1DCrrV
Masonboro Sound Road Water & Sewer
Stormwater Project No. SW8 020101 PLAN REVISION
New Hanover County
Dear Mr. Styers:
On January 14, 2013, Wilmington Regional Office received a copy of the CAMA Major Permit application
for the subJect project. The I forth Carolina Administrative Code requires any project that Is part of a larger
common plan of development, or that proposes more than 10,000 square feet of new built -upon area, or
that must receive Sedimentation and Erosion Control Plan approval, or that must receive a CAMA Major
permit, to apply for and receive a Stormwater Management Permit from the Division of Water Quality.
Any construction on the subject site, prior to receipt of the required permit, will constitute a violation of 15A
NCAC 2H.1000 and may result In appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form,
fee, and supporting documentation, or a written response regarding the status of this project and the
expected submittal date must be received in this Office no later than April 12, 2013. Failure to respond to
this request may result in the initiation of enforcement action, and construction may experience a
subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter
must NOT be considered the Coastal Stormwater Management Permit, which will be signed by the
Supervisor of the Surface Water Protection Section. Please reference the Project Number above on all
correspondence. If you have any questions, please call me at (910)-796-7301or email me at
linda.lewis(@.ncdenr.gov.
Sincerely,��ii __
�v�v
Linda Lewis
Environmental Engineer III
GDS/ad: S:IWQSIStonnwateAPennits & Projects12002 Q20101 COC-SWG0312013 03 req_swapp 020101
cc: Thomas Hubard; WK Dickson & Co., Inc.
New Hanover Countyy Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748
Internet: viww.noxaterquality.org
jV�e Carolina
Natundy
An Equal Opportunity 1 Aifirmadve Action Employer

r4i AF
WNW
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis
Govemor Director
January 11, 2013
Frank Styers
c/o Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, North Carolina 28403
Dear Mr. Styers:
John E. Skvada, III
Secretary
RECEIVED
JAN 16 2013
DCM-MRD CITY
The Division of Coastal Management hereby acknowledges receipt of your application for State approval for the proposed
development within easements and private properties located off Masonboro Sound Road, adjacent to Masonboro Sound
and Whiskey Creek, Wilmington, in New Hanover County. It was received as complete on January 2, 2013, and appears
to be adequate for processing at this time. The projected deadline for making a decision is March 18, 2013. 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 January 2, 2013, 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.
A field report has been prepared and is in the process of being circulated to the various state and federal review agencies
for their comments. If additional information is required based on this review, the agencies may contact you directly.
Sinc
obb L. Mairs
Field Representative
cc: Doug Huggett, DCM
Dave Timpy, USACE
T. Carter Hubard, WK Dickson & Co., Agent
127 Cardinal Drive Ext., Wilmington, NC 26405
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal opportunity 1 Afinnatin Action Employer

Tr RECEIVED
JAN 16 2013
DCM-MHD CITY
AMA PERMIT
APPLIES FOR
County.
COMMENTS ACCEPTED THROUGH February7, 2013
APPLICANT:
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Robb Mairs, Field Representative
910-796-7215

RECEIVED
JAN 16 2013
NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR DM-mncrrY
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by NCGS
113A-119(b) that the following have applied for development permits in Areas of Environmental Concern as
designated under the CAMA: On December 12, 2012, the North Carolina Coastal Federation proposed to
construct artificial oyster patch reefs within the Lockwood Folly River, in Brunswick County and on January 2,
%ve-r
2013 the Cape Fear Public Utility Authority proposed to extend water Aystems to the Masonboro Loopkad
area of Wilmington, adjacent to Masonboro Sound & Whiskey Creek in New Hanover County. Copies of these
entire applications may be examined or copied at the office of Holley Snider (BR Co.) and Robb Mairs (NH
Co.), N.C. Dept. of Environment & Natural Resources, Division of Coastal Management, 127 Cardinal Drive
Ext., Wilmington, NC 28405, (910-796-7215) 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 February 7, 2013, 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 this matter will be provided upon written request.

�+►RECEIVED
NCDENR 1 s zo�3
North Carolina Department of Environment and Natural Resul
Division of Coastal Management
Pat McCrory, Braxton C. Davis DC%JW0 EMkvada, III
Governor Director Secretary
January 15, 2013
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Combo Public Notice in New Hanover County:
• NCCF / Brunswick Co.
• CFPUA / New Hanover Co.
Kyle/Heather: Please publish the attached Notice in the Thursday, January 17, 2013 issue:
The State Office of Budget and 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 Div. of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-
7226. Paying by Credit Card (number on file with Elsa Lawrence, Ref acct # 796-7215). Please send 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.
Sincerely,
Shaun K. Simpson
Permit Support Technician
Division of Coastal Management
Enclosure
cc: WiRO
Doug Huggett
127 Cardinal Drive Ext., Wlmington, NC 28405
Phone: [phone] FAX: [phone]Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer

MAJOR PERMIT FEE SCHEDULE 3
� RECEIVED
CFPUA / $400 / New Hanover Co.
JAN 16 /i'113
DCM%
DCMgw(?15vl`
Development Type
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
11. 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,B, C,
r D below applies:
III(A). Private, non-commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$250
100%
$250
0%
$0
III(B). Public or commercial development, if
General Water Quality Certification No. 3490
See attached can be applied:
$400
100%
$400
0%
$0
III(C). If General Water Quality Certification No.
490 (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 aquatic life:
$400
60%
$240
40%
$160
III(D). If General Water Quality Certification No.
3490 see attached cannot be applied:
$400
60%
$240
40%
$160
IV. Development that involves the filling and/or
excavation of more than one acre of wetlands
,and/or open water areas:
$475
60%
$285
40%
$190