63-17 Town of Trent Woods

Permit Number
NEW 63-17
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Permit
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 Town of Trent Woods 898 Chelsea Road, New Bern, NC 28562
Authorizing development in Craven County at adi. to headwaters of Wilson Creek, near Hawthorne
Rd:,and'Wilson Creek Dr. in Trent woods as requested in the permittee's application dated 12/6/16 including attached
Tlis.permit, issued on May 22, 2017 is subject to compliance with the application (where
cohsistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
"r f these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated with the development of the above referenced property, including the culvert,
outlet and rip rap apron, and other associated structures, all as expressly and specifically set forth in
the attached permit application and workplan drawings.
Rip Rap Apron
No vegetated wetlands shall be excavated or filled, even temporarily, outside of the approved apron
alignment.
3) The rip rap shall be clean and free of any pollutants except in trace quantities.
(See attached sheet for Additional Conditions)
his permit action may be appealed by the permittee or other
lified persons within twenty (20) days of the issuing date.
ninit must be accessible on -site to Department
when the project is inspected for compliance.
maintenance work or project modification not covered
ier requires further Division approval.
work must cease when the permit expires on
December 31, 2020
issuing this permit, the State of North Carolina agrees that
project is consistent with the North Carolina Coastal
igement Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
Sr'/ //
T
Braxton C. ffivis, Director
//"ODivision of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Pennittee

Trent Woods
ADDITIONAL CONDITIONS
Permit No. 63-17
Page 2 of 2
The alignment of the authorized rip rap shall be approved by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be re -staked by DCM within a maximum of 30 days prior to the new expected start of
construction.
Sedimentation and Erosion Control
E: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Energy, Mineral, and Land Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
General
This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
The permittee and/or his or her contractor shall meet with a representative of the Division prior to
=;.project initiation.
E: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2017-00562).
'E: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 3900 and assigned the project D WR Project No. 2007-2111 V2.
'E: 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.
)TE: The permittee is advised that many land disturbing activities are not authorized within 50 feet of
the normal water level unless specifically exempted by Environmental Management
Commission's (EMC) Neuse River buffer regulations in place at the time of such development.
)TE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

DCM Coordinator: 3 yam_ Permit #• 65 —1 %
Permitee
Agents
DCM Field Offices
Elizabeth City
Morehead City
Washington
Wilmington
US ACOE Offices:
Washington:
MAHdNG DISTRIBUTION SHEET--
<<7 7(O
(with revised work plan drawings)
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Peletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffens (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Tyler Crumbley (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources: Renee Gledhill -Earley
Public Water Supply: Heidi Cox (WIRO)
Clif Whitfield (WARD)
Marine Fisheries: Shane Staples
Curt Weychert
NC DOT: David Harris
Shellfish Sanitation: Shannon Jenkins
State Property: Tim Walton
DEMLR/DWR: Karen Higgins
Kristy Lynn Carpenter (NC DOT -All Projects)
/dew
,AC
Zbi5bZ
Washington: Anthony Scarbraugh-401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: it 401 (Carteret, Onslow, Pender, New Hanover) }i
Chad Coburn — 401 (Brunswick)
Georgette Scott - Stormwater
Joanne Steenhuis - 401 (NCDOArunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARO)
LPO:
Fax Distribution: Petmittee #: Agent#.

• AVOLIS ENGINEERING. P.A.
P.O. Box 15564 New Bern, North Carolina 28561 Office: 252.633.0068
February 28, 2017
Mr. Brad Connell
Field Representative
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Hawthorne Road Drainage Improvements, Town of Trent Woods, NC
Dear Brad:
Enclosed please find our submittal for the above -referenced project incorporating your
preliminary review comments of February 24, 2017.
I have provided all of the information requested with the exception of the public right-of-
way deed for the outlet area. There is not any deed information for this old road bed
location. The adjoining property owners also do not have listed telephone numbers.
We will be submitting the sedimentation and erosion control plan separately to the NC
DEQ Land Quality section.
Should you have any questions or require any additional information, please do not
hesitate to give me a call.
cc: Ms. Nan Holton, Town Clerk, Town of Trent Woods
RECEIVED
MAR 01 2017
DCM- MHD CITY
Email: [e-mail] Fax:[phone]

PROJECT NARRATIVE
HAWTHORNE ROAD DRAINAGE IMPROVEMENTS
TRENT WOODS, NC
This project proposes to correct a long time drainage and flooding issue located in the
Town of Trent Woods at the intersection area of Hawthorne Road and Pinetree Lane.
Significant rainfall events are followed by flooding and long periods of standing water
over an area approximately 2.0 acres in size. There is not a stormwater outlet for this low
area. There is not any new impervious area proposed by this project.
The nearest possible stormwater outlet for the area is located to the north at Wilson
Creek. As shown on the topographic maps, Wilson creek has relatively high stream
banks. The distance from the low area to Wilson Creek is approximately 1,620 feet. In
order to achieve a minimal satisfactory drainage slope from the low area to Wilson
Creek, the drainage device becomes relatively deep in comparison with the surrounding
ground. As a result, it is necessary to pipe the majority of the drainage route.
It is necessary to impact Zone I of the DWR buffer in order to get the pipe outlet down to
the required discharge elevation to allow drainage of the flooded area, drainage of the
new stormwater BMP and drainage of the piping system. The rip rap outlet protection
and the outlet pipe will all fall within the AEC area but are landward of the normal water
line. The inlet shown on the drawings and the AEC is more of a junction box to allow a
turn in the piping system. The grated top creates an access to clean out the structure.
Stormwater runoff in this area currently sheet flows to the water and will continue to do
so once the work is complete.
The project drainage area is 29.71 acres in size based on interpretation of the LIDAR
topographic data. Approximately two-thirds of the area is built out with very low density
1960-1970's style ranch houses. An undeveloped wooded area approximately seven
acres in size remains in the drainage basin and would ultimately be developed in the
future by others.
In order to reduce the nitrogen export to Wilson Creek, a constructed wetland is proposed
to be built on a wooded parcel now under contract by the Town of Trent Woods for that
purpose. Due to the needed drainage slope for the piping to get to the proposed
constructed wetland location, it will be necessary for the SCM to be built below the
seasonal high water table elevation. The water level in the constructed wetland will be
controlled by the outlet structure discharging into the outlet piping which leads to Wilson
Creek. The constructed wetland replaces the requirement for the buffer that will be
impacted.
There are not any wetlands located in the proposed SCM area. The Craven County soil
survey lists the soil types in this area as Tarboro and Seabrook. Neither of these soil
types are listed hydric soils. The soils are sandy and were observedeNit
high chroma values. 1�
MArz 01 2017
DCM- MHD CITY

There are wetlands located at the proposed discharge area at Wilson Creek corresponding
with the relatively steeply sloping stream banks. The US Army Corps of Engineers has
verified the wetland delineation. The total wetland impact is 83 SF which consists of a
portion of the rip rap apron at the end of the pipe.
All work occurs above the normal high water line of Wilson Creek. The 30 foot AEC
impact is 105 SF and is associated with the rip rap at the end of the pipe.

IN MP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Town Of Trent Woods
Project Name (if applicable)
Hawthorne Road Drainage Improvements
Applicant 1: First Name
Charles
MI
F
Last Name
Tyson,Jr.
Applicant 2: First Name
MI
Last Name
Uadddional applicants, please attach an additional pages) with names listed.
Mailing Address
898 Chelsea Road
PO Box
City
New Bem
te
7N(C
ZIP
28562
Country
Craven
Phone No.
252 - 637 - 9810 ext.
FAX No.
252 - 637 - 7088
Street Address i7/drHerent from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Avolis Engineering, Pa
Agent/ Contractor 1: First Name
MI
Last Name
Joseph
C
Avolis
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
Clty
State
15564
New Bern
NC
ZIP
Phone No. 1
Phone No. 2
28561
252 - 633 - 0068 ext.
ext.
FAX No.
Contractor #
Sheet Address (if different from above)
City
State
ZIP
5405 Morton Road
New Beni
NC
28562 -
Email
RECEIVED
avolisengineering (d�embargmai I. corn
<Form continues on back>
MAR 01 2017
DCM- MHD CITY
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Craven
Hawthorne Road
Town Street
Subdivision Name
City
State
Zip
N/A
Trent Woods
NC
28562 -
Phone No.
Lot No.(s) (H many, attach additional page with list)
252 - 637 - 9810 ext.
N/A, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse
Wilson Creek
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
Wilson Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Trent Woods
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sci t.)
60
117,189
c.
Size of individual lolls)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
8.5 Feet ®NHW or ❑NWL
e.
Vegetation on tract
Wooded
f.
Man-made features and uses now on tract
None
g.
Identify and describe the existing land uses adiacent to the proposed project site.
The project is located in a residential neighborhood with a combination of single-family homes and woodlands.
h.
How does local government zone the tract?
j. Is the proposed project consistent with the applicable zoning?
R-20
(Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom? pr=Cr-nJED
I.
Is the proposed project located in a National Registered Historic District or does it involve a Yes ZNo DNA
National Register listed or eligible property? ti t, , a 1 017
<Form continues on next page>DChf1_�CITY
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (I) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(III) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available) R{(U.&4 AloWu 1'r, J. _401i'o-Zoll - 00
n. Describe existing wastewater treatment facilities.
Town has vacuum sewer system - this project generates no wastewater.
o. Describe existing drinking water supply source.
Public Water System - Project requires no water supply.
p. Describe existing storm water management or treatment systems.
Stormwater is collected in roadside drainage swales.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? [--]Commercial ®PublidGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project proposes to correct a long time draiange and flooding issue in the Hawthorne Road area. A piped outlet will be
constructed to Wilson Creek after treatment in a stormwater wetland constructed by this project. The project will be
maintained by the Town.
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.
A wooded site will have to be cleared to construct the stormwater wetland. Along with the piping installation, required
equipment will be a dozer, trackhoe, dump trucks and backhoe.
d. List all development activities you propose.
Construct stormwater wetland.
Construct outlet pipe to Wilson Creek.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
I. What is the approximate total disturbed land area resulting from the proposed project? 3.25 ❑Sq.Ft or ®Arras
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes []No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
All discharge will be residential stormwater after treatment in a constructed wetland.
I. Will wastewater or stormwater be discharged into a wetland? ®Yes [:]No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? N.Yes []No DNA
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal.
<Form continues on back>
DCM- MHD CITY
252-808.2808 :: 1.888-4RCOAST :: www. nccoastal management. net

Form DC,M 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, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. Aprojectnarralive. Attached
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 We to the affected properties. No
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Joyce C. Hail Phone No.
Address 5100 Meadowbrook Drive, New Bern, NC 28562 Unlisted
Name Marvin Mullinix, Jr. Phone No.
Address 212 Barksdale Lane, New Bern, NC 28562 Unlisted
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
None
h. Signed consultant or agent authorization form, If applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date j Z I [o Print Name Charles,.F,. Tyson, Jr. - Mayor
Signature W
Please indicate application attachments pertaining to your proposed project. RECEIVED
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
MAR 01 2017
DCM- MHD CITY
252-800.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net

Form DCM M113-2
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
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
11
Width
13
Avg. Existing
NA
NA
0
Depth
Final Project
NA
NA
1.2
Depth
1.
EXCAVATION
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Type of material to be excavated.
cubic yards.
Loamy Sand
None
c.
(i) Does the area to be excavated include coastal webands/marsh
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
7,300
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
Build stormwater wetland on upland location.
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b.
Dimensions of disposal area.
608 River Road, Trent Woods, NC 28562
100' x 100'
c.
(1) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
®Yes ❑No DNA
®Yes ❑No DNA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Trent Woods Recreation Site
e.
(i) Does the disposal area include any coastal wetlandstmarsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No DNA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
❑WL ®None
00 Describe the purpose of disposal in these areas:
/'�
RECEIVED
Excavated material will become property of contractor.
MAR 01 2017
DCM- MHD CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaoement.net
revised: l W26/06

Form 042'01I 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 Tvne of chnreline etahili72tinn: b. Lenoth: 1 1 '
❑Bulkhead ®Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
6" - 9" Rip Ri
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap 0
Breakwater/Sill 0 Ofirer 0
I. Source of fill material.
Martin Marietta Cluarry
Width: 1 3 '
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Rip Rap
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
3. (i) Will fill material be brought to the site? []Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(if) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Erosion control measures include silt fencing and grassing.
c. (I) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(it) If yes, explain what type and how they will be implemented.
submerged aquatic vegetation (5AV), shell bottom (58), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Dozer, trackhoe, bac khoe and dump truck.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Charles F. Tyson, Jr. - Mayor
Date ) Applicant
Hawthorne Road Drainage Improvements L7� `
Applicant Signature /
Project Name RECEIVED
MAR 01 2017
252-808-2808 :: 1-888.4RCOAST :: www.nccoa_stalmanaeement.nek d
DCM- NiT�'D C

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM li 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.
Constructed stormwater wetland and stormwater piping
only.
c. Density (give the number of residential units and the units per
acre).
N/A - No new development.
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 NNo ❑NA
(if) If yes, list the date submitted: Pending submittal after buffer
approval
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
None
j. Describe proposed method of sewage disposal.
No sewage generated.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface rono8, sanitary wastewater, industrial/
commercial effluent, 'wash down" and residential discharges).
Residential stormwater. Piped discharge at Wilson Creek
following treatment in a constructed wetland.
b. Number of lots or parcels.
None
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3.5 Acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
No impervious surfaces by this project.
h. Projects that require a CAMA Major Development Permit may also
require a Stounwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes NNo ❑NA
(it) If yes, list the date submitted:
k. Have the facilities described in Item (i) received stale or local
approval?
❑Yes ❑No NNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes NNo ❑NA
If yes, attach appropriate doIM E IV E D
MAR 01 2017
DCM- MHD CITY
252-808-28082 :: 1-888-4RCOAST :: www,nccoastalmanagement net revised: 12126i06

Fcirtn aGM 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 []No ❑NA
community, public system, etc.)
N/A - No drinking water (it) If yes, how many acres? 0.75 acres in upland location.
g required.
o. When was the lot(s) platted and recorded?
1965
Date l � J
Hawthorne Road Drainage Improvements
Project Name
Charles F. Tys9p, Jr. - Mayor
Applicant
Applicant Signature -- .--
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
MAR 01 2017
DCM- MHD CITY
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagemeni.net revised: 12,'26109

Coastal Management
ENVIRONMENTAL QUALITY
May 23, 2017
Town of Trent Woods
898 Chelsea Rd.
New Bern, N.C. 28562
Dear Sir or Madam:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
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 113-229. 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
another qualified party may submit an objection to the issuance of this permit within twenty (20) days.
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.
Enclosure
Sincerely,�/
Ow —
Douglas V HuAe6
Major Permits Manager
N.C. Division of Coastal Management
State of North Carolina I Environmental Quallty l Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

Coastal Management
ENVIRONMENTAL QUALITY
May 15, 2017
Town of Trent Woods
Charles Tyson Jr.
898 Chelsea Rd.
New Bern, NC 28562
Dear Mr. Tyson Jr.:
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
FkE
This letter is in reference to your application for a Coastal Area Management Act Major Permit
to undertake development activities in regards to Hawthorne Road drainage, in Craven County.
Although processing of the application is nearing completion, additional time is needed for this
office to complete the review and make a decision on your request. Therefore, it is necessary that
the standard review time be extended. An additional 75 days is provided by G.S. 113A-122(c)
which would make July 29, 2017 the new deadline for reaching a decision on your request.
However, we expect to take action prior to that time and will do so as soon as possible. In the
interim, should you have any question on the status of your application, do not hesitate to contact
me by phone [phone] ext. 215) or e-mail ([e-mail]).
Sincerely,
Gregory W. Bodnar
Assistant Major Permits Coordinator
Cc: DCM Morehead City
Joseph Avolis / Avolis Engineering via email
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Conunerce Avenue I Morehead City, NC 28557
252 808 2808

Bodnar, Gregg
From:
Connell, Brad
Sent:
Monday, March 27, 2017 1:23 PM
To:
Bodnar, Gregg
Cc:
Huggett, Doug; Brownlow, Roy
Subject:
FW: Trent Woods Wetlands Project
Letter of support .... I think this is a first for me
Brad Connell
Field Representative
NC Division of Coastal Management
http://portal.ncdenr.org/web/cm/dcm-home
(252)8O8-2808 ext. 214
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
-----Original Message -----
From: Mike And Sandi Richards [mailto:[e-mail]]
Sent: Saturday, March 25, 2017 5:00 PM
To: Connell, Brad <[e-mail]>
Subject: Trent Woods Wetlands Project
Sir: I am writing in support of the Town of Trent Woods' recent CAMA application to permit the construction of a storm
water runoff wetlands area on Hawthorne Road.
I reside at 603 W Wilson Creek Drive and have lived here for the past 36 years. My home is just around the corner from
the proposed wetlands site. I can attest to the significant problem of standing water in that area following storms. There
is a severe lack of drainage there to the detriment of the homeowners. From information gathered at the Town's
monthly meetings, I believe the wetlands project will resolve the problem and I therefore urge you to approve the
application and allow the project to go forward.
Thank you for your consideration of this comment.
Regards.
Mike Richards
252-637-9454

Coastal Management
ENVIRONMENTAL QUALITY
May 30, 2017
Dear Mr. and Mrs. Richards:
ROY COOPER
Governor
MICHAEL S. REGAN
serrerr,r y
BRAXTON C. DAVIS
oir ,, mr
FILE
Thank you for your interest in the Major Permit request to the Coastal Area Management Act
(CAMA) Major Development Permit issued to the Town of Trent Woods, in Craven County. The
Division appreciates your comments concerning the proposed project.
In this case, no inconsistencies with the Coastal Area Management Act were identified. Consequently,
the Division has issued a Major Permit No. 63-17 for the proposed activity. A copy of the permit is being
provided to you for your information.
If you have any additional questions, please feel free to contact me by telephone at (252) 808-
2808 extension 215, or by email at [e-mail].
Sincerely,
Gregg Bodna�
Assistant Major Permits Coordinator
Qt(a evAot� �ev'11 krt-tk
\\ •��su
s'�OII'1
State of North Carolina I Environmental Quality l Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
'Vermit
for
Permit Number
63-17
FILE
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Town of Trent Woods 898 Chelsea Road New Bern, NC 28562
Authorizing development in Craven County at adi to headwaters of Wilson Creek, near Hawthorne
Rd. and Wilson Creek Dr. in Trent Woods as requested in the permittee's application dated 12/6/16 including attached
workplan drawings (3) all dated 12/5/16.
This permit, issued on May 22, 2017 is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
of these terms may be subiect to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated with the development of the above referenced property, including the culvert,
outlet and rip rap apron, and other associated structures, all as expressly and specifically set forth in
the attached permit application and workplan drawings.
Rip Rap Apron
2) No vegetated wetlands shall be excavated or filled, even temporarily, outside of the approved apron
alignment.
3) The rip rap shall be clean and free of any pollutants except in trace quantities.
(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.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2020
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
signea oy me aumonty ui mu avw, m7 �..�..� w.� •,�
Chairman of the Coastal Resources Commission.
Liz
Braxton C. Mvis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Town of Trent Woods
ADDITIONAL CONDITIONS
Permit No. 63-17
Page 2 of 2
3) The alignment of the authorized rip rap shall be approved by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be re -staked by DCM within a maximum of 30 days prior to the new expected start of
construction.
Sedimentation and Erosion Control FILE
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Energy, Mineral, and Land Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
General
4) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
5) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
6) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2017-00562).
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 3900 and assigned the project DWR Project No. 2007-2111 V2.
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.
NOTE: The permittee is advised that many land disturbing activities are not authorized within 50 feet of
the normal water level unless specifically exempted by Environmental Management
Commission's (EMC) Neuse River buffer regulations in place at the time of such development.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Town of Trent Woods County: Craven
LOCATION OF PROJECT: Adjacent to the headwaters of Wilson Creek near the intersection of Hawthorne Rd., and Wilson
Creek Dr., in Trent Woods.
DATE APPLICATION RECEIVED COMPLETE BY FIELD:
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: No
CONSISTENCY DETERMINATION: Attached: No
FIELD REPRESENTATIVE: Brad Connell
DISTRICT MANAGER REVIEW: Roy Brownlow
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
PUBLIC NOTICE REC'D: Yes
ADJ. RIP. PROP NOTICES REC'D: No
APPLICATION ASSIGNED TO: Gregg Bodnar
C) 75 DAY DEADLINE:
MAIL OUT DATE: 3/6/17
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE DENY
To Be Forwarded: Yes
DISTRICT OFFICE: Morehead City
FEE REC'D: $400.00 (60/40)
END OF NOTICE DATE: 4/1/17
DEED REC'D: Yes
ON: 3/6/17
150 - DAY DEADLINE: �
STATE DUE DATE: 3tat7
FED COMMENTS REC'D:
DRAFT ON
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management- Regional Representative
�Comul
Management- LUP Consistency DeterminationDivision
kll'7
ofCommunity Assistance
DEMLR-Land Quality Section 111
Division of Wnter Resources-401
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X
-2m-7-2411 JZ
DEMLR-Storm Water Management
VFC J�N / J
State Property Office
3 ZY f
Y
Division of Archives& History(Cultural Resources)
DMFShellfish Sanitation
�✓ (tj n
K
DWR-Pablic Water Supply
3IIy I�.
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_
Pf IY 4v(S l.wlp: /lMU SYb M;
Division of Highways
Wildlife Resources Commission
Local Pendt Office
I
I`
DCM-Fisheries Resource Specialist
4L
Corps of Engineers
rJ
'-1
L n0 Ste-/
2e `-7 M%'L

ROY COOPER
Coastal Management
ENVIRONMENTAL QUALITY
Gownnor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
MEMORANDUM
DATE: March 3, 2017
TO: Gregg Bodnar
THRU: Roy Brownlow
FROM: Brad Connell l�
SUBJECT: Comments and Recommendations - CAMA Major Permit —Trent Woods,
Craven County
The following is my assessment and consequent recommendations of the above referenced proposal: This
proposal fills 83 square feet of Section 404 Wetlands and disturbs 37,300 square feet of high ground. These
waters of Wilson Creek are closed to shellfish harvest. This waterbody is not a Primary Nursery Area. This
proposal is subject to the Neuse River Basin Riparian Buffer Rules. Assuming that state and federal agencies
concur with the proposal, I recommend the project be authorized as proposed, contingent upon the following
conditions:
1) Any development or land disturbing activity that is considered non -water dependent is not authorized
within 50 feet of the normal water level unless specifically exempted by Environmental Management
Commission (EMC) Neuse River buffer regulations in place at the time of such development;
2) Effective sedimentation and erosion control measures shall be maintained until the disturbed areas can
be stabilized with a vegetative cover.
CC: Roy Brownlow, DCM
Nothing Compares-_�
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808 T

Coastal Management
EKMONMENMQU�ffY
March 6, 2017
MEMORANDUM:
TO
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
-ROY COOPER-
_ __- com or
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Lee Padrick
Division of Community Assistance
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Trent Woods
Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposes to construct a stormwater treatment system for public use.
Please indicate below your agency's position or -viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. 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 //��/ DATE
8ateotNorthCamlra I E§nl WWrffa[QualBy I C=W Mam9emr t
p a=tead city oalee 1 400 Commerce AY I Morehead sty. NC =7
2528082908

r
WaterResources .
ENVIRONMENTAL QUAL"
ROY COOPER
- Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
MEMORANDUM:
To: Gregg Bodnar
Major Permits Processing Coordinator
From: Clif Whitfield, Environmental Engineer, PWSSMaRO
Date: March 15, 2017
Subject: CAMAIDREDGE &.FILL Permit Application Review
Applicant: Town of Trent Woods
Project Location: Craven County, adjacent the headwaters of Wilson Creek .near the
intersection of Hawthorne Rd., and W..Wilsori Creek Dr.,,in Trent
Woods
Proposed Project: Proposes to construct a stormwater treatment system for public use
REPLY: This office approves of the project only if the recommended
changes are incorporated. The project proposes to install
culverts near the distribution. lines for a public water supply
system. If. the distribution lines are to be relocated or otherwise
impacted, engineered plans must be submitted to the Public
Water Supply Section for review and approval prior to
commencing work. .
SIGNED lam! �� DATE March 15, 2017
State of North Carolina I Environmental Quality I Water Resources
Public Water Supply Section I Washington Regional Office
947 Washington Square Mall I Washington, North Carolina 27889
2529466481 1 Fax [phone] I'wwwncwater.org/pwd'

i.
Coastal Management
EWMONMENMQUA rfY
SUBJECT
Applicant:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Clif Whitfield
Public Water Supply
Gregg Bodnar
Major Permits Processing Coordinator
CAMAIDREDGE & FILL Permit Application Review
Town of Trent Woods
Project Location: Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposed Project: Proposes to construct a stormwater treatment system for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. 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,
This agency objects to the project for reasons described in the attached
comments.
SIGNED uy.�✓� ` /� DATE
State of North Carohna I EnvironmemalQuagty l Coastal Management :.
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 2855/
2528082808

0
Coastal Management
ENVIRONMENTAL QUALITY
March 6, 2017
MEMORANDUM:
TO.:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
ON
MAR - 7 209
Shellfish Sanitation & Recreational
Water Duality Section
Shannon Jenkins
Shellfish Sanitation
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Trent Woods
ROY COOPER
Governor
ICHAEL S. REGAN
Secretary
C. DAVIS
Director
Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposes to construct a stormwater treatment system for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
RECEIVED
REPLY: / This agency has no objection to the project as proposed. MAR 14 2017
y This agency has no comment on the proposed project. DC M- M H D CITY
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 wCX- I/C/ DATE
f0V_ 5h0.n✓lpn Je41k-inS
State of North Carolina I Environmental Quality l Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

Coastal Management
ENVIRONMENTAL QUALITY
,March 6, 2017
MEMORANDUM:
TO:. .
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Dtrector
Rachel Love-Adrick
Division of Coastal Management
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Trent Woods
Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposes to construct a stormwater treatment system for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: �1 This agency has no objection to the project as proposed.
st,=f_= COMMEri
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 3 1 ¢1 20 i
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808

;ti
N
Coastal Management
ENVIRONMENTAL OUALITV
MEMORANDUM
TO: Gregg Bodnar, Major Permits Processing Coordinator
Division of Coastal Management
FROM: Rachel Love-Adrick, District Planners n, ()Q
Division of Coastal Management ` 0--
SUBJECT: Major Permit Request by the Town of Trent Woods
DATE: March 13, 2017
ROY COOPER
Gaver..e
WILLIAM G. ROSS, JR.
Intemn .Seemlan
BRAXTON DAVIS
nfredor
Consistency Determination: The request is consistent with/not in conflict the New Bern — River Bend —
Trent Woods Regional Land Use Plan certified by the CRC on February 24, 2011. The Land Use Plan
defers to state and federal standards for development within wetlands.
Overview: The applicant is proposing to construct a stormwater treatment system to improve road
drainage adjacent to Cypress Lake, connecting to the headwaters of Wilson Creek in Trent Woods,
Craven County, North Carolina. The project site is located near the intersection of Hawthorne Rd and
W. Wilson Creek Drive at 77°06'32.28", W 35*05'07.52". The parcels high ground is about 8.5' above
normal water level. There are no existing improvements; vegetation on site consists of native deciduous
trees and wetland plant species.
The project will include a stormwater wetland that is approximately 1 acre (7,300 ft2) to be dug out of
the high ground. The project would have a two cell stormwater drainage system with a piped outlet to
the shoreline of Cypress Lake.
The waterbody is classified as C (Aquatic Life, Secondary Recreation, Fresh Water), Sw (Swamp Waters),
NSW (Nutrient Sensitive Waters). There site is not classified as a Primary Nursery Area, there is no SAV
present, and the area is closed to shellfish harvest. There are Section 404 Wetlands within the project
area. There are no Coastal Wetlands. There are no cultural resources in the nearby vicinity of the project.
The project is subject to the Neuse River Riparian Buffer Rules.
Anticipated impacts resulting from this project are expected to include: the filling of a 83 ft2 section of
404 Wetlands; the piping and stormwater pond will impact approximately 37,300 ft2 of high ground.
^'"Nothing Compares --
State of North Carolina I Fnviroamemal Quality I Cmml MmIgem at
400 Commerce Aveaae I Morehead City, NC 28557
252-808-2808 1252-247-3330 (fax)

North Carolina Department of Environmental Quality
Division of Coastal Management
Basis for Determination:
MEMORANDUM
Page 2 of 2
The project is subject to the New Bern — River Bend —Trent Woods Regional Land Use Plan. The Future
Land Use Map (FLUM) classifies the site as Developed. "This classification provides for continued
intensive development and redevelopment of the municipalities in the region" (pg. 99).
The following LUP policies may be applicable to this request:
Wetland Protection
Policy WP 1: Coastal and non -coastal wetlands shall be conserved for the important role they play in
absorbing floodwaters, filtering pollutants from stormwater runoff, recharging the ground watertable,
and providing critical habitat for many plant and animal species (pg.73).
Policy WP 2: Land uses which are water -dependent will be permitted in coastal wetlands, estuarine
waters, and public trust areas. Examples of such uses may include: utility easements, docks, fishing piers
and agricultural uses, such as farming and forestry, and other uses permitted under the N.C. Dredge and
Fill Act or other applicable laws (pg.73).
Action Item WP 2b: The municipalities will restrict land uses in coastal wetlands. Land uses that support
wetlands conservation and do not adversely affect their delicate balance will be managed through the
Land Use/Zoning Ordinances (pg.73).
Policy WP 3: The municipalities concur with federal standards for development within freshwater
Wetlands (pg.73).
Action Item WP 3a: The municipalities do not support prohibiting all land uses within freshwater
wetlands. The highest priority should be given to land uses that promote conservation of the sensitive
areas, with conservation meaning the lack of imposition of irreversible damage to the. wetlands. The
municipalities will coordinate the review of land development plans with the US Army Corps of Engineers
when site plans indicate development activities in areas identified as freshwater wetlands. The
municipalities prohibit any filling of freshwater wetlands except as permitted by the US Army Corps of
Engineers (pg.73).
Water Quality Policies
Policy WQ 2: Protect, maintain, and conserve coastal and 404/401 wetlands and open space as
established by State standards (pg. 87).
(Nothing Compares �
state of Narth Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-28081252-247-3330(im)

Coastal Management
ENVIRONMENTAL QUALITY
March 6, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
BRAXTON C. DAVIS
Director
Local Permit Officer
City of New Bem
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Trent Woods
Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposes to construct a stormwater treatment system for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. 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.
SIGNEDDATE 3/a-2,%7
& oecrcrp,e Alotr RECEIVED
L,rr� vF ItIA✓Z4-✓ MAR 2 4 2017
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557 D C M - M H D 1. I TY
252 808 2808

March 6, 2017
MEMORANDUM:
TO:.
FROM:
SUBJECT:
Applicant:
Project Location:
Renee Gledhill -Early
NC Department of Cultural Resources
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
dl 13
c
-A
®AW/V 3-,`t-tr
Gregg Bodnar
Major Permits Processing, Coordiriator
CAMAIDREDGE & FILL Permit Application Review
Town of Trent Woods
Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposed, Project: Proposes to construct a storinivater treatment system for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. 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.
SIGNEll '` DATE
MAR 1 19 2017
State of North Caronna I Environmental Quallty l Coastal Managemcm
Morehead City Office 1400Commercc Avenue I Morehead City, NC 28557
252 8082808

Nero
Coastal Management
ENVIRONMENTAL OUALrrY
March 6, 2Q1.7.
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant: .
Project Location:
Proposed.Project:
RECEIVED
MAR 18 209
DCM-Fishsrlss
WARO .
Shane Staples
Division of Coastal Management
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Trent Woods
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C: DAVIS
Director .
Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposes to construct a stormwater treatment system for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at. [phone]. Ext..214. 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. A
SIGNED DATE '7/�17
State of North Carolina I Environmental Quality l Coastal Management
Morehead City Office 14000ommerceAvenue I Moreheadaty,NC 28557
2528082608

Coastal Management
ENVIRONMENTAL QUALITY
March 6, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
ROY COOPER
Oooemor
MICHAEL S. REGAN
secretory
BRAXTON C. DAVIS
Director
G.1-9•o3.U.D1
Maria Dunn
NC Wildlife Resources Commission
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Trent Woods
v
\1 ,
MAR 2011
RED
11�
Now° .
RECEIVED
MAR 2 9 2017
DCM- MHD CITY
Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposes to construct a stormwater treatment system for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. 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 AA J DATE -2 f - yJ l }
State of North Carolina I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead city, NC 28557
252 808 2808

Coastal Management
ENVIRONMENTAL QUALITY
March 6, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
MAR 0 82017
DOA
S T ATE PROPE,iTY
OFFICE
Tim Walton
State Property Office
Gregg Bodnar
Major Permits Processing Coordinator
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
RECEIVED
MAR 3 0 2017
DCM- MHD CITY
CAMA/DREDGE & FILL Permit Application Review
Town of Trent Woods
Craven County, adjacent the headwaters of Wilson Creek near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr., in Trent Woods.
Proposed Project: Proposes to construct a stormwater treatment system for public use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 26, 2017. If you have any questions regarding the proposed project, please contact Brad
Connell, permit officer at [phone]. Ext. 214. When appropriate, in-depth comments with
supporting data is requested.
REPLY: /� This agency has no objection to the project as proposed.
Q"
`, V I VrY ✓ 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 W _ V" DATE 3 )1`t ) 1-1
State of North Carona I Environmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City. NC 28557
2,928082808

..........
Nx'rm.
Coastal Management
ENVIRONMENTAL, DUALITY
-Mar66,20.17
MEMORANDUM:
TO--
'
1
FROM:
SUBJECT:
Applicant:
Anthony Scarbraugh
Division of Water Resources
Gregg Bodnar
Major Permits Processing Coordinator
ROY COOPER
Covernor
MICHAEL S: REGAN
Secretary
BRAXTON C. DAVIS
Dlmctor
RECEIVED/NCDENR/DWR
MAR 1.0 2017
Water quality. Regional
Washhiingrations Section
gton Regional office
CAMA/DREDGE & FILL Permit Application.Review
Town of Trent Woods
'Project Location: Craven County, adjacent 'the headwaters of Wilson Creek .near the
intersection of Hawthorne Rd., and W. Wilson Creek Dr;, in Trent Woods.
Proposed Project: Proposes to construct a stormwater treatment. system for public use.
Please indicate ,below your agency's position or viewpoint on the proposed project and; return this form
by March 26', 2017.',If you have any questions regarding the proposed project, please contact Brad
Connell; permit officer at. [phone]. Ext. 214, When appropriate, in-depth comments with
supporting data is requested.
REPLY: ris agency has no objection3o the project,as proposed.
"Phis agency has no comment.on the proposed project.
comments.
SIGNED
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
DATE kM 241//1.7
.State of North Carolina I Environmental Quality I Coastal Management
Morehead City OfFlce 1 400 Commerce Avenue I Morehead City. NC 28557
2528082808

k
NOT A CAMA PEOT
Water Resources
Environmental Quality
April 10, 2017
Town of Trent Woods
Attn: Mr. Charles Tyson, Jr.
898 Chelsea Road
New Bern, NC 28562
ROY COOPER
Governor
MICRAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
DWR # 2007-2111 V2
Craven County
Subject: Approval of 401 Water Quality Certification with Additional Conditions
Approval of Neuse Riparian Buffer Impacts with Additional Conditions
Hawthorne Road Drainage Improvements
Dear Mr. Tyson:
You have our approval for the impacts listed below for the purpose described in your application dated
March 6, 2017 and received by the Division of Water Resources (Division) on March 8, 2017. These
Impacts are covered by the attached Water Quality General Certification Number 3900, Neuse River
Riparian Buffer Rules, and the conditions listed below. This certification is associated with the use of
CAMA Major Permit and General Permit(s)198000291 issued by the US Army Corps of Engineers (USACE).
This Certification allows you to use the CAMA Major Permit when the Division of Coastal Management
issues it. Please note that you should get any other federal, state or local permits before proceeding with
your project, including those required by (but not limited to) Sediment and Erosion Control, Non -
Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general
permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved, including
incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B. 0233(8)]
Type of Impact
Amount
Amount
Plan location/
Approved (units)
Approved (units)
Reference Attached
Permanent
Temporary
Wetlands
W-1 (Rip Rap Fill)
Temporary and
0 (acres) "99 ft"'
0 (acres)
Permanent Buffer
Impact Maps
->—Nothing Compares'"
Stele of North Caolina I Envirmmental Quality I Water Resourms-Water Quality Regional Operations Section -Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946�6481

I
HAWTHORNE ROAD DRAINAGE IMPROVEMENTS
DWR# 2007-2111 V2
401 AND BUFFER APPROVAL
Page 2 of 4
Buffers -Zone 1
B-1(Grading)
588 (square feet)
692 (square feet)
Temporaryand
Permanent Buffer
Impact Maps
Buffers - Zone 2
B-2 (Rip -Rap)
295 (square feet)
560 (square feet)
2. Water Quality Certification
The proposed project must comply with all the conditions of the General Water Quality
Certifications) 4097. [15A NCAC 02B .0507(c)]
3. Turbidity Standard
The Permittee shall adhere specially to 15A NCAC 028.0211 Fresh Surface Water Quality
for Class C Waters (3)(g) pH: shall be normal for waters in the area, which generally shall
range between 6.0 and 9.0 except that swamp waters may have a pH as low as 4.3 if it is
the result of natural conditions; (k) Turbidity: the turbidity in the receiving water shall
not exceed 50 NTU in streams; if turbidity exceeds this level due to natural background
conditions, the existing turbidity level shall not be increased. [15A NCAC 02B .02111
4. Re Opener Clause
The Town of Trent Woods and their authorized agents shall conduct their activities in a
manner consistent with State water quality standards (including any requirements
resulting from compliance with section 303(d) of the Clean Water Act) and any other
appropriate requirements of State law and federal law. The Town of Trent Woods shall
require their contractors (and/or agents) to comply with all of the terms of this
Certification, and shall provide each of their contractors (and/or agents) a copy of this
Certification. A copy of this Certification shall be included in the construction contract
and available on the job site at all times. If DWR determines that such standards or laws
are not being met (including the 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, DWR may reevaluate and modify this certification to include conditions
appropriate to assure compliance with such standards and requirements in accordance
with 15A NCAC 2H.0507(d). Before modifying the certification, DWR shall notify the Town
of Trent Woods and the US Army Corps of Engineers, provide public notice in accordance
with 1SA NCAC 21-1.0503 and provide opportunity for public hearing in accordance with
i5A NCAC 2H.0504. Any new or revised conditions shall be provided to DWR in writing,
shall be provided to the United States Army Corps of Engineers for reference in any permit
issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions
of the 404 Permit for the project.
S. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained to flow
in a diffuse manner at a non -erosive velocities through the entire protected stream
buffers without re -concentrating. If this is not possible it may be necessary to provide

HAWTHORNE ROAD DRAINAGE IMPROVEMENTS
DWR# 2007-2111 V2
401 AND BUFFER APPROVAL
Page 3 of 4
stormwater facilities that are considered to remove nitrogen and phosphorus.
Additionally, a stormwater management plan for this project shall provided to this Office
before any impacts approved herein are conducted. The plan shall specify all stormwater
discharge points, plan details, and calculations to indicate that diffuse flow through the
protected buffers or nitrogen and phosphorus removal as described above will be
achieved. [15A NCAC 02H :0506(b)(5) and 15A NCAC 02B .0233(5)]
6. The Permittee shall replant the vegetation within temporarily disturbed areas associated
with this project in an "in kind" manner immediately following construction. (Example:
Disturbed areas with pre-existing grassed lawns must be replanted with grass. Disturbed
areas with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation. Disturbed areas with pre-existing forest vegetation must be replanted
with forest vegetation including at least two different native hardwood tree species at a
density sufficient to provide 260 trees per acre at maturity. This density can usually be
achieved by planting approximately 360 (11 x 11 spacing) to 538 (9 x 9 spacing) trees per
acre.) Restoration of trees/shrubs/forest must be completed by the first subsequent
planting season (November 1 through March 30). Note, if the tree plantings do not
survive, they will need to be replaced such that the density is sufficient to provide 320
trees per acre at maturity. [15A NCAC 02H .0507 (c),15A NCAC 02H .0506 (b)(3), and 15A
NCAC 02B .0233(6)]
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401 & Buffer Permitting Unit, NC Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC 27699-1650. [15A NCAC 02H
.0507 (c)] `
8. The applicant and/or authorized agent shall provide a completed Certificate of
Completion form to the Division within thirty (30) days of project completion (available
at http:Y/portal.ncdenr.org/web/wa/swp/ws/401/certsandpermits/apply/forms). [15A
NCAC 02H .0506(b)(5)]
9. This approval and its conditions are final and binding unless contested. [G.S. 143-215.51
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition
is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received
in the OAH during normal office hours (Monday through Friday between 8:OOam and S:OOpm, excluding
official state holidays).

HAWTHORNE ROAD DRAINAGE IMPROVEMENTS
DWR# 2007-2111 V2
401 AND BUFFER APPROVAL
Page 4 of 4
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS, Fed Ex,
etc.):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act and Neuse Buffer
Rules. Please contact Anthony Scarbraugh at 252-948-3924 or anthonv.scarbraugh@ncdenngov if you
have any questions or concerns.
Sincerely,
Robert Tankard, Assist /ntRegional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC 4097
Certification of Completion
cc: Joseph Avolis, Avolis Engineering, PA (via email: [e-mail])
Greg Bodnar, DCM Morehead City (via email)
Raleigh Bland, USACE Washington Regulatory Field Office (via email)
Samir Dumpor, DEMLR WaRO (via email)
Laserfiche
File

1�
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
April 17, 2017
ROY COOPER
Qovernor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
Town of Trent Woods
Attn: Mr. Charles Tyson, jr.
898 Chelesa Road
New Bern, NC 28562
Subject: Stormwater Permit Exemption
Stormwater Project No. SW7170304
CAMA Major for Constructed Wetland
Craven County
Dear Mr. Tyson:
On March 14, 2017, the Washington Regional Office of the Division of Energy, Mineral, and Land
Resources received a copy of your CAMA application for a project located in the Town of Trent
Woods. The proposed project is a constructed wetland to provide stormwater treatment &
drainage improvements near Hawthorne Road and Pinetree Lane. Staff review of the plans and
specifications has determined that the project, as proposed, consists of activities that will not pose
surface water quality threats from stormwater runoff since no new impervious area is proposed.
The Director has determined that projects that are reviewed and approved by the Division as not
posing water quality threats from stormwater runoff should not be subject to the stormwater
management permitting requirements of 15A NCAC 2H.1000. For this reason, we are informing
you by way of this letter that your project will not require a State Stormwater management permit
at this time.
The stormwater rules require the Division to permit the common plan of development, therefore,
any future development on the property, regardless of whether a SEC plan or CAMA Major permit is
also required, will require a Stormwater Management Permit application and permit issuance from
the Division of Energy, Mineral, and Land Resources prior to any construction. 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 actions by this Office.
Please keep in mind that this determination does not affect your legal obligation to obtain other
permits and approvals, which may be required by Federal, State, or local government agencies, rule
or law. If you have any questions, or need additional information concerning this matter, please
contact this office at [phone].
Sincerely,
Bill Moore
Environmental Engineer
Washington Regional Office
cc: Gregg Bodnar, DCM, Morehead City
Avolis Engineering, P.A.
Washington Regional Office
Nothing Compares...
State of North Carolina I Environmental Quality I Energy. Mineral and land Resources
Washington Regional Office 1 943 Washington Square Mall i Washington. NC 27889

Bodnar, Gregg
From:
Sent:
To:
Subject:
SAW 201700562
Bland, Raleigh W CIV CESAW CESAD (US) <[e-mail]>
Monday, May 22, 2017 7:36 AM
Bodnar, Gregg
RE: Town of Trent Woods (Hawthorne Rd.)
PGP 1988000291 May 9, 2017
Not sure if I already sent this or not? Good luck!
-----Original Message -----
From: Bodnar, Gregg [mailto:[e-mail]]
Sent: Thursday, May 11, 2017 8:51 AM
To: Bland, Raleigh W CIV CESAW CESAD (US) <[e-mail]>
Subject: [Non-DoD Source) Town of Trent Woods (Hawthorne Rd.)
Hey Raleigh,
You had mentioned that you didn't see any issues with this project but didn't have a SAW k at the time. I'm
hoping to get this one done soon and my deadline is looming. Do you have an update?
Thanks again,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 office
[e-mail]

-w
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Town of Trent Woods
LOCATION OF PROJECT SITE: The project is located adjacent to the headwaters of
Wilson Creek near the intersection of Hawthorne Road and W. Wilson Creek Drive, in
Trent Woods, Craven County.
Latitude: 35' 5'7.52"N Longitude: 770 6'32.28"W
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 2/22/17
Was Applicant or Agent Present —No
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 2/15/17
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan — New Bern -Trent Woods -River Bend (2/24/2001)
Land Classification from LUP —Developed
(B) AEC(s) Involved: PTS
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — none
Planned - N/A
(F) Type of Development: Existing — none
Planned - storm water treatment system
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
(A) Wetlands q64 11 11 83 ftZ 11 11
11 (B) High Ground 11 1 11 37,300 ft` 11 11
(E) Total Area Disturbed: 37,383 ft`
(F) Primary Nursery Area: No
(G) Water Classification: C; Sw; NSW Open: No
(H) Cultural Resources: None
Proiect Summary: The applicant wishes to construct a storm water treatment
system for public use adjacent to the headwaters of Wilson Creek, Craven County.

_ 4w
Field Investigation Report:
Trent Woods
Page 2
Narrative Description:
The property is located adjacent to the headwaters of Wilson Creek at the end of Hawthorne Road in
Trent Woods, Craven County. This property is currently undeveloped. The adjacent surrounding
properties are developed with private, single-family residential dwellings.
The elevation of the high ground of the parcel is about 8.5' above the normal water level (nwl).
Vegetation on the parcel mainly consists of native deciduous trees and wetland plant species. There
are no Coastal Wetlands within the project area. The 2.7-acre town parcel's ROW has approximately
60' of continuous shoreline along Cypress Lake, connecting to the headwaters of Wilson Creek.
Immediate offshore water depths adjacent to the parcel range from —1' to —3' normal water level
(NWL). The subaqueous substrate is soft without shell. There are Section 404 Wetlands within the
project area.
There is not a cultural resource in the nearby vicinity of the project area. This waterbody is
approximately 340' across at this location. These inland waters are not classified as a Primary
Nursery Area. Submerged aquatic vegetation is not present at this location. This area is closed to
shellfish harvest and is classified as C; Sw; Nutrient Sensitive Waters. There is not a defined Federal
Channel in the nearby vicinity of this project area. This project area is subject to the Neuse River
Riparian Buffer Rules.
Proposed Development:
The applicant wishes to construct a storm water system to improve road drainage adjacent to the
headwaters of Wilson Creek, near New Bern. The proposed development would take place on the
Town of Trent Woods' property at the end of Hawthorne Road, Craven County. The proposed
development would serve this community at large.
The proposed storm water wetland would be approximately 1 acre (7,300 fO) dug out of high ground.
This proposed wetland area would have a 2-cell storm water drainage system with a piped outlet to
the shoreline of Cypress Lake. The sub-terranean pipe would be located within the Hawthorne Road
ROW and would be approximately 1,620' towards the shoreline of Cypress Lake. The outlet would
be surrounded by a 11' by 13' rip rap protection apron terminating approximately 1' landward of the
normal water level. Traditional bucket -to -track construction methods would be utilized to perform the
proposed work. The excavated high ground material would be disposed of at 608 River Road in Trent
Woods. The disposal area would be 100' by 100' of high ground within this municipal park.
Anticipated Impacts:
The proposed rip rap would fill 83 square feet of Section 404 Wetlands. The proposed piping and
storm water pond will impact approximately 37,300 square feet of high ground.
Traditional construction methodology will be utilized during the construction of this project.
Brad Connell March 3, 2017 Morehead City

Field Investigation Report:
Trent Woods
Pace 3
Traditional silt fencing will be used for sedimentation and erosion control. No turbidity impacts
are anticipated during construction.
There is not a cultural resource in the nearby vicinity of the project area. This project area is
subject to the Neuse River Riparian Buffer Rules. These waters of Wilson Creek are not
classified as a Primary Nursery Area and the presence of submerged aquatic vegetation was not
observed. This area is closed to shellfish harvest and is classified as C; Sw; Nutrient Sensitive
Waters. There is not a defined Federal Channel near the project area.
Brad Connell March 3, 2017 Morehead City

***This is a word processing form to be completed In Microsoft Word***
NC Division of Coastal Management
- -Major Permit -Application CtPimputer-Sheet -
(11/172012)
Applicant: Town of Trent Woods
Date: 3/3//2017
Project Site County:' Craven
Staff: Brad Connell
District: ❑Elizabeth City ❑Washington
®Morehead City ❑Wilmington
Project Name: Hawthorne Road Drainage Improvements
Date of initial application submittal (EX: 1/8/2007): 2/14/2017
Date application "received as complete" in the Field office (EX: 1/8/2007): 3/1/2017
Permit Authorization: NCAMA ❑Dredge & Fill ❑Both
SITE DESCRIPTION/PERMIT INFORMATION
PNA: ❑Yes NNo
Photos Taken: Yes ❑ NoN
Setback Required (riparian): []Yes N No
Critical Habitat: []Yes ❑No NNot Sure
15 foot waiver obtained: ❑Yes NNo
Hazard Notification Returned:
[]Yes NNo
SAV: ❑Yes NNo ❑Not Sure
Shell Bottom: []Yes NNo ❑ Not Sure
Temporary Impacts: ❑Yes NNo
Sandbags: ❑Yes NNo ❑ Not Sure
Did the land use classification come from
county LUP: NYes []No
Mitigation Required (optional):
❑Yes ❑No
Moratorium Conditions: []Yes NNo
❑NA
Environmental Assessment Done:
❑Yes ❑No N NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
WETLANDS IMPACTED
N (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salicornia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
alterniflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
❑ (JR) Black needlerush (Juncus
❑ (SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ III(A) Private w/ D&F up to 1 acre; 3490
N III(D) Priv. public or comm w/ D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer - $100
❑ III(B) Public of commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ It. Public or commercial/no dredge
$100
and/or fill - $400
❑ I. Private no dredge and/or fill - $250
❑ III(C) Priv, public or comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanaaement.net revised: 02/15/10

-:'1C i%vision of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant: Trent Woods
--- ... Date: 313/1.Z-
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
Activity Name
Number
TYPE
Choose
One
REPLACE
Choose
One
Dimension 1
Dimension 2
Dimension 3
Dimension 4
Wetland Creation
1
New Work ®
Maint ❑
Replace
❑ Y ON
73'
100,
Pipeline (water)
1
New Work ®
Maint ❑
Replace
❑ Y ® N
1300,
24"
Rip Rap
1
New Work ®
Maint ❑
Replace
❑ Y ON
13'
11'
revised 02/15/10

44C Irlvision .of Coastal Mgt. application Computer Sheet, Page 3 of 3)
Applicant: Trent Woods
Datec3/3d7_--
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
•
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp Impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/ortemp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
Wetlands
Dredge ❑ Fill ® Both ❑ Other ❑
83 ftz
83 ftz
High Ground
Dredge ❑ Fill ❑ Both ® Other ❑
8,000 ftz
8,000 ftz
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1.888-4RCOAST :: www.nccoastaimana-gement.net revised: 02/15/10

State of North Carolina
t1Y n 4
Division of Water Resources
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 30-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
la.
Name of project:
Hawthorne Road Drainage Improvements
1b.
County:
Craven
1c.
Nearest municipality:
Trent Woods
1d.
Subdivision name:
Not Applicable
le.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
WYes ❑ No
1f.
Is the project located within a
Management Area of Environmental
NC Division of Coastal
Concern (AEC)?
❑Yes ® No
2.
Owner Information
2a.
Name on Recorded Deed:
Town of Trent Woods
2b.
Deed Book and Page No.
N/A - Located on Public Road Right -of -Way
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
N/A
2d.
Responsible Party
(for Corporations):
Town of Trent Woods
2e.
Street address:
898 Chelsea Road
2f.
City, state, zip:
Trent Woods, NC 28562
2g.
Telephone no.:
[phone]
2h.
Fax no.:
[phone]
2i.
Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a.
Applicant is:
❑ Agent ❑ Other, specify:
3b.
Name:
3c.
Business name
(if applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
4.
Agent/Consultant Information (if applicable)
4a.
Name:
Joe Avolis, PE
4b.
Business name
(if applicable):
Avolis Engineering, PA
4c.
Street address:
5405 Morton Road
4d.
City, state, zip:
New Bern, NC 28562
4e.
Telephone no.:
[phone]
4f.
Fax no.:
N/A
4g.
Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of

B.
Project Information and Prior Project History
1.
Property Identification
la.
Property identification no. (tax PIN or parcel ID):
N/A — Public Right -of -Way
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.0853
Longitude: 77.1086
1c.
Property size:
6.38 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Wilson Creek
2b.
Water Quality Classification of nearest receiving water:
C;Sw,NSW
2c.
River basin:
Neuse
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The entire surrounding area is in residential use with an adjacent residence and an adjacent vacant/wooded lot.
3b.
Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site. Map attached.
3c.
Attach an 8 Y: x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site. Soils Map is attached.
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
83 feet
3e.
Explain the purpose of the proposed project:
Stormwater outfall following stormwater treatment in an upstream constructed wetland built on uplands.
3f.
Describe the overall project in detail, including the type of equipment to be used:
Upland work consists of piping and constructed wetland. Buffer work consists of pipe outfall. Trackhoe $ Dozer.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments:
4b.
If yes, who delineated the jurisdictional areas?
Name (if known): Joe Avolis, PE
Agency/Consultant Company: Avolis
Engineering, PA
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
November 8, 2016
S.
Project History
5a.
Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
XYes ❑ No ❑ Unknown
5b.
If yes, explain and detail according to "help file° instructions.
Permits initiated but not completed due to SCM land availability.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes % No
[6—b.—
If yes, explain.
N/A
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this
form.
Buffer impact
number—
Permanent (P)
or Tempora
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/ mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
131 ® P ❑ T
Stormwater Pipe
Allowable
Wilson Creek
❑ Yes X No
250
B2 ❑ P ❑ T
❑ Yes ❑ No
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑P El
El Yes El No
B6
El El
El Yes El No
Total buffer impacts
260
1c. Comments:
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Designed project to stay out of Zone 1 of buffer and CAMA 30' AEC.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stonnwater discharge rate is controlled by constructed wetland outlet device.
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes 'KNo
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
N/A
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c.
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
KNo
2d.
If yes, attach the acceptance letter from the mitigation bank or NCEEP. N/A
2e.
If no, then discuss what type of mitigation is proposed.
NIA
2f.
Comments: None.
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of ❑Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be ®Other BMP
maintained.lf a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader Is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F.
Supplementary Information
1.
Environmental Documentation
la.
Does the project involve an expenditure of public (federal/state/local) funds or the use of
ER Yes ❑ No
public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ®No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ®No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ®No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
CNc..fes F .l:c GFT
ChIlAk Tyson, Mayor
Applicant/Agents Printed Name Applicant/ Ag nfs Signature I D e (p
(Agents signature is valid only if an au rization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projecissent
For government transportation projecissent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedEr, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
For all other projecissent by First Class Mail
For all other projecissemby delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen Higgins
Karen Higgins
OR
NCDWR-401&Buffer PermittingUnit
NCDWR-401&Buffer PermittingUnit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

PROJECT NARRATIVE
HAWTHORNE ROAD DRAINAGE IMPROVEMENTS
TRENT WOODS, NC
This project proposes to correct a long time drainage and flooding issue located in the
Town of Trent Woods at the intersection area of Hawthorne Road and Pinetree Lane.
Significant rainfall events are followed by flooding and long periods of standing water
over an area approximately 2.0 acres in size. There is not a stormwater outlet for this low
area. There is not any new impervious area proposed by this project.
The nearest possible stormwater outlet for the area is located to the north at Wilson
Creek. As shown on the topographic maps, Wilson creek has relatively high stream
banks. The distance from the low area to Wilson Creek is approximately 1,620 feet. In
order to achieve a minimal satisfactory drainage slope from the low area to Wilson
Creek, the drainage device becomes relatively deep in comparison with the surrounding
ground. As a result, it is necessary to pipe the majority of the drainage route.
The project drainage area is 29.71 acres in size based on interpretation of the LIDAR
topographic data. Approximately two-thirds of the area is built out with very low density
1960-1970's style ranch houses. An undeveloped wooded area approximately seven
acres in size remains in the drainage basin and would ultimately be developed in the
future by others.
In order to reduce the nitrogen export to Wilson Creek, a constructed wetland is proposed
to be built on a wooded parcel now under contract by the Town of Trent Woods for that
purpose. Due to the needed drainage slope for the piping to get to the proposed
constructed wetland location, it will be necessary for the SCM to be built below the
seasonal high water table elevation. The water level in the constructed wetland will be
controlled by the outlet structure discharging into the outlet piping which leads to Wilson
Creek. The constructed wetland replaces the requirement for the buffer that will be
impacted.
There are not any wetlands located in the proposed SCM area. The Craven County soil
survey lists the soil types in this area as Tarboro and Seabrook. Neither of these soil
types are listed hydric soils. The soils are sandy and were observed at the site to have
high chroma values.
There are wetlands located at the proposed discharge area at Wilson Creek corresponding
with the relatively steeply sloping stream banks. The US Army Corps of Engineers has
verified the wetland delineation. The total wetland impact is 83 SF which consists of a
portion of the rip rap apron at the end of the pipe.
All work occurs above the normal high water line of Wilson Creek. The 30 foot AEC
impact is 105 SF and is associated with the rip rap at the end of the pipe.

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' 'DEMGRTJSEONlY ' «
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Hawthorne Road Drainaee Improvements
2. Location of Project (street address):
Hawthorne Road
City:Trent Woods County:Craven Zip:28562
3. Directions to project (from nearest major intersection):
Project is located along the eastern side of Hawthome Road between Pine Tree Drive and Meadowbrook
Drive in the Town of Trent Woods
4. Latitude:35° 04' 56" N Longitude:77* 06' 29" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modification*
+Renewals with modifications also requires S WU-102 — Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known)—L.and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 3 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/lr/rules-and-regulations
Form S WU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Town of Trent Woods
Cam.,-1 5 F Jam. ,r
Signing Official & Title:C-lxrek Tyson. Mayor
b. Contact information for person listed in item la above:
Street Address:898 Chelsea Road
City:TrentWoods State:NC Zip:28562
Mailing Address (if applicable):
Phone: (252 ) 637-9810
Email:[e-mail]
Zip:
Fax: (252 ) 637-7088
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/,
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
State:
Mailing Address (if
City: State:
Phone: ( 1 Fax: ( 1
Email:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing.Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: ( 1
4. Local jurisdiction for building permits:
Fax: ( )
Point of Contact:Don Baumgardner Phone #: (252 ) 636-4987
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runff will be treated in a stormwater wetland in order to provide greater than 30% nutrient
reduction prior to piped discharge through the Neuse Riparian Buffer.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph U — Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area: 29.7 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Propperty Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
39 29.E A' acres
Total project area shall be calculated to exclude the following: the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =18.6 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
-Basin"Information : ;; ` -
Draina . Area 1
'Drain e Area _
Drain e Area _
Draina e Area _
Receiving Stream Name
Wilson Creek
Stream Class *
C; Sw, NSW
Stream Index Number *
27-101-37
Total Drainage Area (sf)
1,294,019
On -site Drainage Area (so
1,294,019
Off -site Drainage Area (so
0
Proposed Im ervious Area** (so
240,238
Impervious Area** (total)
18.6
,Impervious" Surface,Area
Drainage Area 1
Drainage Area =
Draina e Area _
Draina e`Area _
On -site Buildings/Lots (so
0
On -site Streets (so
0
On -site Parking (so
0
On -site Sidewalks (so
0
Other on -site (so
0
Future (so
35,000
Off -site (so
0
Existing BUA*** (sf)
205,238
Total (sf):
240,238
* Stream Class and Index Number can be determined at: h://vortainedenr.org/eueb/wq[ps/csu/classifications
** Imyervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:/ /portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
lhU://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at httpl[portal.ricdenr.org/web/wq/ws/su/mates.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
foreachsubmittedapplicationpackagefromhttn://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form._
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants _ !4
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
httn://www.envhelp.org/12ages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for _
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the _
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). _
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project.name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 0738 Page No: 0409 Q
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretgU.state.nc.us/Corporations/CSearch.aspx
VII, DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from ht_pt :/Jportal.ncdenr.org/web/lr/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:loseph C. Avolis, PE
Consulting Firm: Avolis Engineering, PA
Mailing Address:P.O. Box 15564
City:New Bern
Phone: (252 ) 633-0068
Email:avolisengineeringQembargmail.com
State:NC Zip:28561
Fax: ( )
IX, PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-213.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:
a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
. and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION Ghc. lc5 F. Jr, c(f
I, (print or hype name of person listed in Contact Information, item 1a) ChnekTyson, Mayor
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants be recorded, and that the proposed project complies with the requirements of the
applicable stormwater e/ju%nderr 15A N AC 2I3.1000 and any other applicable state stormwat r requi eme ts.
Signature: C" Date: I
I, a Notary Public for the State of 66-1-h C,b 1 i na , County of
6-y O ea do hereby certify that �1'`arleg (: T-y5 °"� ,J personally appeared
before me this !nay of IVv ✓c ' hu and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal, /fit C
�01ARY
PUBL�O
SEAL
My commission
My Comdssi00 E*M JNO-2010
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

O�OF WATFROG
A�.
NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
rrolect name
Contact name
Phone number
Dale
Drainage area number
I1.MESIONINFORMATION,
Site Characteristics
Drainage area `p 7 294;01g.fo*
Impervious area j" .` "240238.06;ie
Percent impervious 18.6% %
Design rainfall depth 1.50;inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
F 7—__ .60 in
1 -yr, 24-h r intensity
0.15-(in/hr
Pre -development l-yr,24-hrrunoff
1:80
Post -development l-yr, 24-hr runoff
220 W/sec
PrelPostl-yr,24-hrpeak control
0.40 ft3/sec
Storage Volume: Non -SA Waters
Minimum required volume
36,09200 >1to
r
Volume provided (temporary pool volume)
' 36,611.06ff3
"i
Storage Volume: SA Waters Parameters
1.5'runoff volume
�'=,ti,rya
Pre -development 1-yr, 24-hr runoff volume
I ,
fta
Post -development 1-yr, 24-hr runoff volume
P
ff3
Minimum volume required
g'
Volume provided
E-
:-- 1fe
Outlet Design
Depth of temporary pool/ponding depth (DPI
( 12.00, in
Drawdown time
(
225days
A
Diameter of orifice
3.25 in
A SG
v$'Ft
Coefficient of discharge (Co) used in orifice diameter
calculation
0.00; (un Uess)
Driving head (H.) used in the orifice diameter calculation
'1.00 ft
OK
OK
OK
Drawdown orifice diameter may be insufficient. Please provide
adequate supporting calculations.
OK
Form SW401-Wetland-Rev.6-11116109 Parts I and 11. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Welland
I35147:00
ft�
#DIV/0!
Shallow Land
!'
14;059.004eInsufficient
shallow land area. cX
The shallow land percentage is:
40% %
Shallow Water
ts`
"14,059:00',ft2
OK
The shallow water percentage is:
40% %
Deep Pool
Forebay portion of deep pool (pretreatment)
3 615:OO;ft OK
The forebay surface area percentage is:
10% %
Non-forebay portion of deep pool
('
n 3,514.00,ftz
OK
The non-forebay deep pool surface area percentage is:
10% %
Total of wetland zone areas
35,147.00 ftz
OK
Add or subtract the following area from the zones
0.00 fe
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
4i50ift amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
iOft amsl
Shallow Water bottom
3,06,ft amsl
Most shallow point of deep pool's bottom
i
°`_ 2, ft amsl
Deepest point of deep pool's bottom
i
0.50; ft amsl
Design must meet one of the following two options:
This design meets Option #1,
'
^IN (Y or N)
Top of PPE is within 6" of SHWT, If yes:
(
-
SHWT (Seasonally High Water Table)
6.Kft amsi
PPE Not Within 6 in of SHWT, Must Use Option 42
This design meets Option #2,
s
Drs ek5se� w� TJw
Wetland has liner with permeability < 0.01 in/hr, If yes:
#
Y or N
f ' a )
Depth of topsail above impermeable liner
4.00:in
OK
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
18.00 in
OK
Deep Pool (deepest)
36.00 in
OK
Planting Plan
Are cattails included in the planting plan?
6 'm r,r N x - ' (Y or N)
OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubic-inch container)
3,550
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic-inch container), OR
3,550
Shrubs (1 gallon or larger), OR
568
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
71 and
2,840
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
ri 3,552
OK
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
0,
More required if not planting shrubs or trees. rr.4-
Shrubs (1 gallon or larger)
( • 0:
More required if not planting herb. and/or trees. H/R- {
Trees (3 gallon or larger) and
72
OK
Grass -like Herbaceous (4+ cubic -inch)
i `2,841Y
OK
Form SW401-We6and-Rev.6-11116109 Parts I and It. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
Y (Y or N)
OK
Does project drain to SA waters? If yes,
N (Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
9.00 V . ` fl
Are calculations for supporting the design volume provided in the
Y .. }(Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y `;, J(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
Y • t (Y or N )
OK
recorded access easement to a public Right of Way (ROW)?
, ,
The length to width ratio is:
11.87 :1
OK
Approximate wetland length
653.001ft
Approximate wetland width
55.06,ft
Approximate surface area using length and width provided
35,915.00 flz
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
! ,'' Y (Y or N)
OK
Form SW401-Wetland-Rev.6-11I16I09 Parts I and II. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEM CHECKLIST a .- s
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
C�
1. Plans (1 ° - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Plan details (1' = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
2
3. Section view of the wetland (1 ° = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SUNT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
C2
4. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
NIL69 6. The supporting calculations (including drawdown calculations).
AITMW 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
-p(A- S. A copy of the deed restrictions (if required).
({g9 9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not an
acceptable source of soils information.
SW401-Wetland-Rev.6-11/16/09 Part III, page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland O&M-Rev.3 Page 1 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated in
Search for the source of the
the forebay to a depth that
sediment and remedy the problem if
inhibits the forebay from
possible. Remove the sediment and
functioning well.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than s ra '
The deep pool, shallow
Algal growth covers over
Consult a professional to remove
water and shallow land
50% of the deep pool and
and control the algal growth.
areas
shallow water areas.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray) -
the deep pool and shallow
consult a professional.
water areas.
Shallow land remains flooded
Unclog the outlet device
more than 5 days after a
immediately.
storm event.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices
Prune according to best professional
show that pruning is needed
practices.
to maintain optimal plant
health.
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
of the deep pools.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3 Page 2 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Wetland O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Hawthorne Road Drainage Improvements
BMP drainage area number:
(_hc,-tes 1- (fir
Print name: Ehu& Tyson , Se.
Title: Mayor, Town of Trent Woods
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, Ab-,-a Cv I lc o a Notary Public for the State of
Nca-hh Caw li r a County of do hereby certify that
Ci-le5 % %Y5�•�, J , personally appeared before me this
day of No; mow+ be' , a-otb , and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
SEAL
GUL(e1111
0
ARY
PUBori
i O \•:
My commission expires
My Commission Expires 10-30.2018
Form SW40 I -Wetland O&M-Rev.3 Page 4 of 4

PROJECT NARRATIVE
HAWTHORNE ROAD DRAINAGE IMPROVEMENTS
TRENT WOODS, NC
This project proposes to correct a long time drainage and flooding issue located in the
Town of Trent Woods at the intersection area of Hawthorne Road and Pinetree Lane.
Significant rainfall events are followed by flooding and long periods of standing water
over an area approximately 2.0 acres in size. There is not a stormwater outlet for this low
area. There is not any new impervious area proposed by this project.
The nearest possible stormwater outlet for the area is located to the north at Wilson
Creek. As shown on the topographic maps, Wilson creek has relatively high stream
banks. The distance from the low area to Wilson Creek is approximately 1,620 feet. In
order to achieve a minimal satisfactory drainage slope from the low area to Wilson
Creek, the drainage device becomes relatively deep in comparison with the surrounding
ground. As a result, it is necessary to pipe the majority of the drainage route.
The project drainage area is 29.71 acres in size based on interpretation of the LIDAR
topographic data. Approximately two-thirds of the area is built out with very low density
1960-1970's style ranch houses. An undeveloped wooded area approximately seven
acres in size remains in the drainage basin and would ultimately be developed in the
future by others.
In order to reduce the nitrogen export to Wilson Creek, a constructed wetland is proposed
to be built on a wooded parcel now under contract by the Town of Trent Woods for that
purpose. Due to the needed drainage slope for the piping to get to the proposed
constructed wetland location, it will be necessary for the SCM to be built below the
seasonal high water table elevation. The water level in the constructed wetland will be
controlled by the outlet structure discharging into the outlet piping which leads to Wilson
Creek. The constructed wetland replaces the requirement for the buffer that will be
impacted.
There are not any wetlands located in the proposed SCM area. The Craven County soil
survey lists the soil types in this area as Tarboro and Seabrook. Neither of these soil
types are listed hydric soils. The soils are sandy and were observed at the site to have
high chroma values.
There are wetlands located at the proposed discharge area at Wilson Creek corresponding
with the relatively steeply sloping stream banks. The US Army Corps of Engineers has
verified the wetland delineation. The total wetland impact is 83 SF which consists of a
portion of the rip rap apron at the end of the pipe.
All work occurs above the normal high water line of Wilson Creek. The 30 foot AEC
impact is 105 SF and is associated with the rip rap at the end of the pipe.

AVOLIS ENGINEERING. P.A.
P.O. Box 15564 - New Bern, North Carolina 28561 • Office: 252.633.0068
Soil Boring Report
Hawthorne Road Drainage Improvements
Hawthorne Road
Trent Woods, NC
Craven County
October 17, 2016
A single soil boring was made at the proposed stormwater wetland area location for the
Hawthorne Road drainage Improvements project. The soil boring was completed on
October 17, 2016 with a hand auger by Joseph C. Avolis, PE. The boring was located
within the proposed BMP area.
The Craven County Soil Survey maps the soils on the site as Tarboro and Seabrook.
Tarboro is described as a sandy loam at the depths to be disturbed by the BMP
construction. Seabrook is described as a sand at the depths to be disturbed by this
project. Tarboro soil type is listed as having a permeability of greater than 20
inches/hour at the bottom elevation of the SCM. Seabrook's permeability is listed as 6.0-
20.0 inches/hour.
The on site soil boring indicated soil characteristics similar to the general soil description
for the two soil types. The following soil characteristics were observed:
Depth
Elevation
Description
0'-0.25'
8.75'-99'
Top soil
0.25'-1.5'
7.5'-98.75'
Tan sand
1.5'- 6'
3'-97.5'
Whitish sand
The depth to the seasonal high water table was 2.0 feet, elevation = 7.0 feet.
The site is suitable for the construction of a stormwater wetland. The area will need to
be lined with top soil since only borrow pit quality mineral soils are in place. The SCM
will be constructed below th r`�q�q R�1 high water table elevation, permanent pool
elevation = 3.5'. .0%VVk
15360 1pl �all).�
Email: [e-mail] Fax: [phone]

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.p
ROY COOPER
Coastal Management
ENVIRONMENTAL QUALITY
March 3, 2017
Town of_Trent Woods
898 Chelsea Road
New Bern, NC 28562
Dear Mr. Tyson:
MICHAEL S. REGAN
secrelary
BRAXTON C. DAVIS
DLector
The NC Division of Coastal Management hereby acknowledges receipt of your application for
State approval for development of the town's property located adjacent to the headwaters of
Wilson Creek at the terminus of Hawthorne Road in Trent Woods, Craven County. It was received
on March 1, 2017, and appears to be adequate for processing at this time. The projected deadline
for making a decision is May 15, 2017. An additional 75-day review period is provided by law
when such time is necessary to complete the review. If you have not been notified of a final
action by the initial deadline stated above, you should consider the review period extended.
Under those circumstances, this letter will serve as your notice of an extended review. However,
an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from March 1, 2017, you may
request a meeting with the Director of the Division of Coastal Management and permit staff to
discuss the status of your project. Such a meeting will be held within five working days from the
receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which
must be posted at the property of your proposed development. You should post this notice at
a conspicuous point along your property where it can be observed from a public road. Some
examples would be: Nailing the notice card to a telephone pole or tree along the road right-
of-way fronting your property, or at a point along the road right-of-way where a private road
would lead one into your property. Failure to post this notice could result in an incomplete
application.
-5:�Aiothing Cornpares-':-�
State of North Carolina i Environmental Quality I Cua$tal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808 T

Trent Woods
Page 2 of 2
3/3/2017
An onsite inspection will be made, and if additional information is required, you will be contacted
by the appropriate State or Federal agency. Please contact me if you have any questions and
notify me in writing if you wish to receive a copy of my field report and/or comments from
reviewing agencies.
Sincerely,
Brad Connell
Coastal Management Representative
BC
Enclosure
CC: Gregg Bodnar, Asst. Major Permits Coordinator
Roy Brownlow, District Manager
Joseph Avolis, Avolis Engineering, Pa
�Alotfdng Compares--%.—
State of North Carolina I Eoviromnental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2809 T

N4DTI
dvi'.1�� rri Y 7z
n �.
AMA PEr
IT
APPLIED FOR
PROJECT: Construct a storm water wetia d
system adjacent to Wilson Creek in Trent Woods.
COMMENTS ACCEPTED THROUGH April 1, 017
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT FFICER BELOW:
Town of Trent Woods Brad Connel - DCM
c/o Charles Tyson, Jr 400 Commerc Avenue
898 Chelsea Road Morehead Cit , NC 28557
New Bern, NC 28562 [phone]

AGENT AUTHORIZATION FORM FOR PERMIT APPLICATIONS
Name of Property Owner Applying for Permit:-T'OW,#) of TRE5.1T WOOP5
Mailing address: 898 C44El,sE,Ac RoAP
-T1Z.en3r W0oPs , NC 2VS-42
Telephone Number: (Z521 Co'5-4 — 1810
I certify that I have authorized To5£Qt+ C. AyDtss f E (agent/contractor),
to act on my behalf, for the purpose of applying and obtaining all CAMA permits
necessary for the proposed development of I&A-P VkNtq �C�V&41A rj5
at my property located at RAyY 10'W F- Wrsr LUXL'60) egr'a U -luE
This certification is valid through IPF- Cf4ADEe, 31, 2014 (date).
(Prope y Owner Information)
Sign ure
C D,,)
Print or Typd Name
�V1&40K . -tbwa r' of J9&dWOO
Title, ocowner or trustee for property
-a7-/
Date
L252) 4934 -lot D
Telephone Number
al//-k A.'&06AA)C- o ra,
Email Address
RECEIVED
01 2017
DCM- MHD CITY

ROY COOPER
Coastal Management
ENVIRONMENTAL QUALITY
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
March 3, 2017
The Sun Journal
Legal Advertisement Section
P.O. Box 1149
New Bern, NC 28563
Re: Public Notice — Town of Trent Woods
Dear Sir:
Please publish the attached Notice in the March 12, 2017 issue of the Sun Journal.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Arthur Stadiem, INC Division of Coastal Management, 400
Commerce Avenue, Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at
our Morehead City office.
Sincere
Brad Connell
Coastal Management Representative
Enclosure
cc: Gregg Bodnar
Roy Brownlow
Nothing Compares---��
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 908 2808 T

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an Area of Environmental Concern as
designated under the CAMA was received on March 1, 2017. According to said application, the Town of
Trent Woods proposes to construct a storm water wetland system adjacent to the headwaters of Wilson
Creek, at the terminus of Hawthorne Road, Craven County. A copy of the entire application may be
examined or copied at the office of Brad Connell, NC Division of Coastal Management, located at 400
Commerce Avenue, Morehead City, NC, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, N.C. 28557, prior to April 1, 2017, will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies.
Notice of the permit decision in this matter will be provided upon written request.
PUBLISHED ON: March 12, 2017
Nothing Compares.
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave ] Morehead City, NC 28557
252 808 2808 T

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December 20,2016, 3:23 Delivered. Left with
NEW BERN, NC 28562
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December 16, 2016, 9'.14 Out for Delivery NEW BERN, NC 28562
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"OLIS ENGINEERING, PA
P.O. Box 15564 • New Bern, North Carolina 28561 • 252.633.0068 - License No. C•0706
CERTIFIED MAIL #7014 3490 0002 0393 8225
December 13, 2016
Ms. Joyce C. Hall
5100 Meadowbrook Drive
New Bern, NC 28562
RE: CAMA Permit
Hawthorne Road Drainage Improvements
New Bern, Craven County, North Carolina
AE Project No. 16016
Dear Ms. Hall:
Enclosed please find one copy of the project plans and CAMA Permit application associated with the
Hawthorne Road Drainage Improvements to be completed adjacent to your property.
You are a riparian property owner on one side of this project. As such, the Town of Trent Woods is
required to notify you of the proposed permit application and proposed activity.'You should direct any
comments or concerns relating to this project within a 10-day period to Mr. Brad Connell of the NC
Division of Coastal Management. Mr. Connell's contact information is as follows:
Mr. Brad Connell, Coastal Management Field Representative
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
[phone]
It is requested that you review the attached Adjacent Riparian Property Owners Notification/Waiver
Form and sign and return to our office in the self-addressed, stamped envelope,
Your assistance with this matter is greatly appreciated. Additionally, if I can answer any questions
relating to this project, please do not hesitate to call.
Sincerely,

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-00248 County: Craven U.S.G.S. Quad: NC -NEW BERN
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Town of Trent Woods
Charles Tyson
Address: 898 Chelsea Road
Trent Woods, NC, 28562
Telephone Number: [phone]
Size (acres)
2.6 acres Nearest Town Trent Woods
Nearest Waterway
Wilson Creek River Basin Neuse
USGS HUC
03020204 Coordinates Latitude: 35.0842
Longitude:-77.1081
Location description:
This 2.6 acre undeveloped site is located on Hawthorne Road in the Town of Trent Woods,
Craven County, North Carolina. The project ends at a developed lot and home at Wildon Creek/Morris Branch which
flows into Wilson Creek which than flows into the Trent River.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminaryjurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district f6r further instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminaryjurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
X There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements
of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

SAW-2017-00248
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
_ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
X The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on February 8, 2017. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact Gary Beecher at
[phone] or Gary.H.Beecher(t,usace.army.mil.
C. Basis For Determination: See the attached Approved Jurisdiction Determination Form
D. Remarks: This water body Morris Branch/Wildon Creek exhibits an Ordinary High Water Mark and
exhibits a High Tide Line as indicated by physical markings on structures and tree. This water feature is
hydrologically connected to Wilson Creek which flows into the Trent River.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

SAW-2017-00248
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by April 10, 2017.
**It is not necessary to an r7t�,�7 r��t 1tQn{n fxoy $fly A 6Q��EPEE�i�d�'A�WYd$1�'% 08
correspondence.** �l1fl t .fl. 1 �7 DN:c=US,o=U.S. Government, ou=DoD, ou=PKI,
Corps Regulatory Officia17J72OU O Jd/ \0u=USA, cn=BEECHER.GARY.H.1052973208
Date:2017.02.081790:2 -05'00'
Date: February 8.2017 Expiration Date: February 8.2022
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 our Customer Satisfaction Survey, located online at
http://corpsmai)u.usace.army.mil/emapex/1?n=136:4:0.
Cony Furnished via e-mail:
Joseph Avolis
Avolis Engineering
PO Box 15564
New Bern, NC 28561
[phone]
[e-mail]

SAW-2017-00248
"+..
F STRATIVE AFP,EAL OPTIONS
NO TIFICATION OMOW
T'FORAPP-
y
AND E OCESS AND
Applicant: Charles Tyson
Town of Trent Woods
File Number: SAW-2017-00248
Date: February 8, 2017
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
NJ
APPROVED JURISDICTIONAL DETERMINATION
D
HI
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTiOk� I, ;,The following xdenttfies your rights and o�ptlonegarduig an adrmnish save appeal of the shave deetston
�AddxhonalinfornaUouiriaybe, oundath lwwivu'sacs=.drmriitttlJMrssionsTCivdC oikcfReeulaloryPragramandPetmrtsashor"
osetlaiisat33"CFPar°C,
A: INITIAL PROFFERED PERMIT: You may acceptor object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having deterrnined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

SAW-2017-00248
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SI3Cx 0MIL, RB UESTFGRAPl?EAL of>OHIECTIt)N 'TO 4NINS'IJAt..J'ROFEER£DPERMIT ;. w
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
'POINT OECONTACT"FOI QUESTIONS�ORTNFOItMA-LION * ,,a,. m' '
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Gary Beecher
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Gary Beecher,
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

NOTES AND LEGEND,
EIP - EIUSTING ORION! PIPE
DR - EQSTWG IRON ROD
PT - MIGHT (NO MONUMENT)
NNN - NEW HAGNLRIC NAIL
NP - VDLMU POINT UNU HLNUMENT)
R/V - RIGHT OF WAY
CL - CENTERLINE
BURIED UTILITIES NOT LOOMED
WETLANDS CERTIFICATION
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE NOV ➢R G➢RMERLY
BOUNDARY OF THE JWiIS➢]6TION OF SECTION 404 OF THE CLEAN WATER ACT
AS D KHMED BY THE UNDERSIGNED ON �eTHHIS OATS UNLESS THERE IS A STEPHEN KUZIW o, AT RNu
OFASECTIONi5VA4 JUR1 ylym�F1•G T N AB. .UIY800529E1200 D& 5403 PG. 370 /
EXCEED FIVE CD YE •NG9rk9tlN!S36§. S56FMMentou=DOD, '
DETERMINATION UTILIZUNq THE PPROPRIATE REGICNPL .JP:�FJ-,NEy',�'TGIST�IE
ORBS US ARMY CORPS OGIFIND` Q Q]}BiD7J�IDlInO1^[rE CA, .10529]3200
1.• 11 VVV J��ii �� LL._L�//oo
/
REGULATORY hTIC1A41 MW.201).010015.0 47-0SOV
REGUALTORY SPECIALIST
NORM O
TITLE,
456
DAM FEBRUARY S. 2017 �
TBUT PG,
SAW-2017- 00298 p0
MACE ACTION ID NN
WETLANDS LINE 'P -'B
NOW OR FORMERLY
MARVIN D. MULLIMX
COURSE BEARING DISTANCE
ON. 2661 PG. 484
V_L S 50.17'05-W KOO'
V-2 S 4952'14•W ILOV NO SURVEY
WAS PERFORMED OF THIS PARCEL
V-3 S SW17'IVV 913,
VM S 73'I0'IYW 14.69,
V-5 S 57-29IS'V 10.96' N O9.50'46'V 1316'
V-6 S 61'5E'ONV 10.33'
WETLANDS TIE LINE
m
?RtpERTY LONE PLOTTED PER DR. 2661 PG
R/W
n®m TP¢a
p �YPq l
�'P9,/Y�AL[[�T�K��,
J`If .�(tA�• d$
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C�04'
T�
LIKELY SUB.ECT TO
•L 1 <�„'iT ©
-PUBLIC TRUST VATERS' \
3 `
LINE LEGEND
APPROX. PROPERTY LINE PLOTTED
TRDH MAPS, DEEDS, OR EXISTING MONUMENTS.
—•••—•••— WATER LINE AS OBSERVER C
CENTERLINE OF ROAD E}-gMC3 C..hrnTYIONi,�p
TOP OF BANK I. ___ - ____--_—__=. CERTIFY THAT THIS MAP WAS DRAWN UNDER
M EDGE OF WOODS MY DIRECT SUPERVISION FROM AN AGMAL WETLAND SURVEY MA➢E UNDER MY DIRECT
— --- -- VEiLANDS LINE SUPERVISION, FROM A WETLAND DELINEATION MADE BY _Pyol\S CNGINEE RINf�
DN iSoV_ITP�2olL• Y ON AN EXISTING PROPERTY DESCRIBED AT M8_^LPC_\I?_
THAT THE RATIO OF PRECISION IS
THIS22r,P Dp _DECE_M_BGR, 2D _
k,NjEtC. SIMMONS, JR. S #L-3992
PROFESSIONAL LAND SURVEYOR
(DEED•N 13'G1'W0
N 13'4W4VE 17&97' LIP TO MIDI
IruvEVAY
HAWTHORNE ROAD
1INDEVELOPED 60' R/V
MD. 9 PG 09
NO SURVEY VAS PERFORMED OF THIS R/W
R/W
Lnnls v PROPERTY LINE PLOTTED PER MB. 9 PO. 119
rme Przri .,
NOW OR FORMERLY
JOYCE HALL
DR 780 PG. On
LOT 52 - COUNTRY CLUB PARK ADDITION
N& 9 PG 119
NO SURVEY WAS PERFORMED OF THIS PARCEL
\AAA)\1PNMI/p�/',
iN CA
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if
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/ \ \
VERFORR THERVEY \
TOWN ❑F TRENT WOODS
NO. B TWP. - CRAVEN CO, - TRENT WOODS, ]IDRTH CAROLINA
60' UNDEVELOPED R/W SHOWN ON MR. 9 PG 119
DECEMBER 22, 2016 SCALE V a 30'
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GRAPHIC SCALE - FEET' DWG# 2016073-WET

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-00248 County: Craven U.S.G.S. Quad: NC -NEW BERN
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Town of Trent Woods
Charles Tyson
Address:
898 Chelsea Road
Trent Woods, NC, 28562
Telephone Number:
[phone]
Size (acres)
2.6 acres Nearest Town
Trent Woods
Nearest Waterway
Wilson Creek River Basin
Neuse
USGS HUC
03020204 Coordinates
Latitude: 35.0842
Longitude:-77.1081
Location description:
This 2.6 acre undeveloped site is located on Hawthorne Road in the Town of Trent Woods,
Craven County, North Carolina. The project ends at a developed lot and home at Wildon Creek(Morris Branch which
flows into Wilson Creek which than flows into the Trent River.
Indicate Which of the Following Aanly:
A. Preliminary Determination
There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminaryjurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
X There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements
of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

SAW-2017-00248
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
_ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
X The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on February 8. 2017. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact Gary Beecher at
[phone] or Gary.H.BeecherAusace.army.mil.
C. Basis For Determination: See the attached Approved Jurisdiction Determination Form
D. Remarks: This water body Morris Branch/Wildon Creek exhibits an Ordinary High Water Mark and
exhibits a High Tide Line as indicated by physical markings on structures and tree. This water feature is
hydrologically connected to Wilson Creek which flows into the Trent River.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801

SAW-2017-00248
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by Anril 10, 2017.
**It is not necessary to su r j ba t 1 1 n 0 1 fxouD$t0e�ly ec�d 6Q Ef A ?IQ4d�lz zos
correspondence.** Cl.flCll.��lli.l"LIV�7,gnu. -nc,.-ncr.,..,o.,,,.,o.,.,,..-non.,,.-nri
/ bu. USA, cn= EECH ER.GARY.H.1 052973208
Corps RegulatoryOfficial73208 i� Date:2017.020817c1025-05'00'
Date: February 8, 2017 Expiration Date: February 8, 2022
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 our Customer Satisfaction Survey, located online at
h":flcorpsmaVu.usace.army.mil/cm
Copy Furnished via e-mail:
Joseph Avolis
Avolis Engineering
PO Box 15564
New Bern, NC 28561
[phone]
[e-mail]

Charles Tyson I File Number: SAW-2017-00248 I Date: February 8, 2017
or Letter
LJI PROFFERED PERMIT (Standard Permit or Letter of permission) I B
G
WRaaIuIIJ\"W411i111W03CIO rCON UpIW10NTIIJ:vIcol►1
sSECTION I The followmg identrfi65 youtnghts and optianc t�gardrng an admnrnisfrafrve appeal ofttrea ove dectsaon a
;Additional informatron may be found of http l/www usace.army nvUMissions/CiuilWorks/Re" atoi rogramandPemuts aspx os„ `
�,�.... . U, z.. :l
Gb 51e dlahOnsat�33`GFR°Parf`33I.r. mj t 5 -4=r.w
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

SAW-2017-00248
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
'0 Y' —'G' i` Y .{. ev n":. A' 'ciy. z. Lk.
SECTION II --REQUEST %OR�APPEAL or OBJECTIONS•TO AN INITIAL PROFFEREI2 PERMIT , °
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
PONT OF, CONTACT FORQUI;STION5'O&INFORMATION:
q,'=, �.�,�.� <�z=._ ��..�•`,'y'�.� �'
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Gary Beecher
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortuni to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Gary Beecher,
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone:[phone]

NOTES AND LEGEND.
UP - EXISTING IR➢N PIPE
EIR - EXISTING DRUM ROD
PT - POINT (NO MONUMENT)
NMN - NEW MAGNETIC NAIL
WP - VETLMID POINT WD 10MIHENT)
R/W - RIGHT M WAY
CL - CENTERLINE
BUROU UTILITIES NOT LOCATED
WETLANDS CERTIFICATION
THIS CERTIFIED THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE NOW OR FORMERLY
BOUNDARY DO` THE JURISDICTION OF SECTION 404 M THE CLEAN WATER ACT
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE UNLESS THERE IS A STEPHEN KUZIW
CHANGE W THE LAV S �[G T N 1 OIODdIGS190MNi ➢B. 1403 PG. 370
OF SECTION 40q JUr$$j MA EYI�ABPFt�IL0g1Y.R1052413200 /
EXCEED FIVE (5) Y 2' V:EDU31�f {COyP.sCRU,DOD,
DETERMINATION
UTILIZjNq'IIN �PPRMRI TE REGIWAL SJP'y T_1�
1997 US ARMY LNVS MJFIIEis2�3��3OI M_""T GARYHTOR9]32U8 /
REGULATORY MFICIAU11. 1 VJ��L/// .�1 �'vO Calz pl]AILOS 15S,17-0 W O
TITLE. REGUALTORY SPECIALIST NOTTTS
DATE. FEBRUARY 8, 2017 D8 j601 PG. 418
MACE ACTION ID NN SAW-2017- 00248
WETLANDS LINE 'A'-'B' NOW OR FORMERLY
COURSE BEARING DISTANCE MARVIN B. MULLDNIX
V-1 S 50.17'05'W 14.66' DB, 2661 PG 494
W-2 S 4952'l4•W lLBT NO SURVEY WAS PERFORMED OF MS PARCEL
W-3 S 5W17'IVV 913'
W-4 S 73•I8'IVW 14.69'
W-5 S 5T2919N 10.96' N 09.50'46N 1316'
WETL
V-6 S fi1.52'Ol'W 10.33' ANDS TIE LAZE
PROPERTY LINE PLOTTED PER D& 2661 PO 4 \w�¢,./ �If� - ---- WV
rtmOm TP¢[
g \�l
Y
OT RI}
gyp, gq,W^
s,y,"s
T
11L J-Y2j-'q, TO
LIKELY SUDJECT TO `
'PUBLIC TRUST WATERS'
4Ls
LINE LEGEND
-- APPROX. PROPERTY LINE PLOTTED
FROM RAPS, DEEDS. DR EXISTING MONUMENTS.
—...�•••— WATER LINE AS OBSERVED
— — — CENTEM-IKE OF READ ,�-gTDF9 C. �[ntrioNi,�Y;
TM OF BANK I. __--__—_---__—_1, CERTIFY THAT THIS MAP WAS DRAWN UNDER
fNWl ELGr M 4'00➢5 MY DIRECT SUPERVISION FROM AN ACTUAL WETLAND SWVEY MADE UNDER MY DIRECT
— WERAN➢S LIFE SUPERVISION, FROM A WETLAND DELINEATION MADE BY _ALES C-N61NEF RIAG
ON i`aV_1 b, 201[. u W AN EXISTING PROPERTY DESCRIBED AT
_______________—) THAT THE RATIO OF PRECISION IS _ I'_Lo�0o0_____
THIS 22FAy_ DA1 F DEOil
,
C. SIMMONS, JR., KS YL-3992
PROFESSIONAL LAND SURVEYOR
(DQUD NITI'W'E)
N 13.4W47'E 17&97' LIP TO MST
mwnr [w[ 4n
r ]
NOT TO SCALE TR Al v PCA[
S� d10 LOCATION MAP vy
�gj\��CVL�p 4.29r\m
-193'00'E 30S.B3'�
REFERENCE BEARING
Wy(V4(
HAWTHORNE ROAD
TMDEVElL 60' R/V
M& 9 M. U9
NO SURVEY WAS PERFORMED OF THIS RN
R/W
PROPERTY LINE PLOTTED PER MBA 9 FG. U9
NOW OR FORMERLY
JOYCE HALL
DB. 780 PG 03B
LOT 52 - COUNTRY CLUB PARK ADDIT[CN
N& 9 PG U9
NO SURVEY WAS PERFORMED OF THIS PARCEL
`"UUCA
PIUIbrq
ZH W
= . S399 �`
3333////,--- SEAL V,(c
'i� rrCI1Bi M1M�L,`.
\dRr
/ \ \
WETLANDS SURVEY \
FOR THE
TOWN OF TRENT WOODS
NO. B TWP, - CRAVEN CO. - TRENT WOODS, NORTH CAROLINA
60- UNDEVELOPED R/W SHOWN ON MB. 9 PG 119
DECEMBER 22, 2016 SCALE V P 30'
J `LS C flHID6. .6 0.L p L-A9]
xas c D�immp40iu Le"�'U"rm u�KvmM54 rssw
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30 0 30 60 90
GRAPHIC SCALE — FEET DWGR 2016073-WET

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
la.
Name of project:
Hawthorne Road Drainage Improvements
1b.
County:
Craven
1c.
Nearest municipality:
Trent Woods
1d.
Subdivision name:
Not Applicable
le.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer 1f below.
MYes ❑ No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑Yes ® No
2.
Owner Information
2a.
Name on Recorded Deed:
Town of Trent Woods
2b.
Deed Book and Page No.
N/A - Located on Public Road Right -of -Way
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
N/A
2d.
Responsible Party
(for Corporations):
Town of Trent Woods
2e.
Street address:
898 Chelsea Road
2f.
City, state, zip:
Trent Woods, NC 28562
2g.
Telephone no.:
[phone]
2h.
Fax no.:
[phone]
2i.
Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a.
Applicant is:
❑ Agent ❑
Other, specify:
3b.
Name:
3c.
Business name
(if applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
4.
Agent/Consultant Information (if applicable)
4a.
Name:
Joe Avolis, PE
4b.
Business name
(if applicable):
Avolis Engineering, PA
4c.
Street address:
5405 Morton Road
4d.
City, state, zip:
New Bern, NC 28562
4e.
Telephone no.:
[phone]
4f.
Fax no.:
N/A
4g.
Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 4

B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
N/A — Public Right -of -Way
1b.
Site coordinates (in decimal degrees):
Latitude: 35.0853
Longitude: 77.1086
1 c.
Property size:
0.38 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Wilson Creek
2b.
Water Quality Classification of nearest receiving water:
C;Sw,NSW
2c.
River basin:
Neuse
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The entire surrounding area is in residential use with an adjacent residence and an adjacent vacant/wooded lot.
3b.
Attach an 8'/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site. Map attached.
3c.
Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site. Soils Map is attached.
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
83 feet
3e.
Explain the purpose of the proposed project:
Stormwater ouffall following stormwater treatment in an upstream constructed wetland built on uplands.
3f.
Describe the overall project in detail, including the type of equipment to be used:
Upland work consists of piping and constructed wetland. Buffer work consists of pipe ouffall. Trackhoe & Dozer.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments:
4b.
If yes, who delineated the jurisdictional areas?
Name (if known): Joe Avolis, PE
Agency/Consultant Company: Avolis
Engineering, PA
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
November 8, 2016
5.
Project History
5a.
Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
RYes ❑ No ❑ Unknown
5b.
If yes, explain and detail according to "help file" instructions.
Permits initiated but not completed due to SCM land availability.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes I& No
6b.
If yes, explain.
N/A
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
14 Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this
form.
Buffer impact
number—
Permanent (P)
orTemporary
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/ mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 ® P ❑ T
Stormwater Pipe
Allowable
Wilson Creek
❑ Yes X No
250
B2 ❑ P ❑ T
❑ Yes ❑ No
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 El ❑T
El Yes El No
B6 ❑ P
❑ T
I ❑ Yes ❑ No
Total buffer impacts
250
1c. Comments:
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Designed project to stay out of Zone 1 of buffer and CAMA 30' AEC.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stormwater discharge rate is controlled by constructed wetland outlet device.
2.
Buffer Mitigation
2a.
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes R No
2b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
N/A
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c.
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes K No
2d.
If yes, attach the acceptance letter from the mitigation bank or NCEEP. N/A
2e.
If no, then discuss what type of mitigation is proposed.
N/A
2f.
Comments: None.
FORM: BA 30-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of ❑Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be ®Other BMP
maintained.lf a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F.
Supplementary Information
1.
Environmental Documentation
la.
Does the project involve an expenditure of public (federal/state/local) funds or the use of
[9 Yes ❑ No
public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ®No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)? .
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
"w%k Tyson, Mayor
Applicant/Agent's Printed Name Applicant/Ag nt's Signature D e (�
(Agent's signature is valid only if an autq6rizatlon letter from the applicant Is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projecissent
For government transportation projectssent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
For all other projectssent by First Class Mail
For all other projectssentby delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen Higgins
OR Karen Higgins
NCDWR-401&BufferPermittingUnit
NCDWR-401&Buffer PermittingUnit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

PROJECT NARRATIVE
HAWTHORNE ROAD DRAINAGE IMPROVEMENTS
TRENT WOODS, NC
This project proposes to correct a long time drainage and flooding issue located in the
Town of Trent Woods at the intersection area of Hawthorne Road and Pinetree Lane.
Significant rainfall events are followed by flooding and long periods of standing water
over an area approximately 2.0 acres in size. There is not a stormwater outlet for this low
area. There is not any new impervious area proposed by this project.
The nearest possible stormwater outlet for the area is located to the north at Wilson
Creek. As shown on the topographic maps, Wilson creek has relatively high stream
banks. The distance from the low area to Wilson Creek is approximately 1,620 feet. In
order to achieve a minimal satisfactory drainage slope from the low area to Wilson
Creek, the drainage device becomes relatively deep in comparison with the surrounding
ground. As a result, it is necessary to pipe the majority of the drainage route.
The project drainage area is 29.71 acres in size based on interpretation of the LIDAR
topographic data. Approximately two-thirds of the area is built out with very low density
1960-1970's style ranch houses. An undeveloped wooded area approximately seven
acres in size remains in the drainage basin and would ultimately be developed in the
future by others.
In order to reduce the nitrogen export to Wilson Creek, a constructed wetland is proposed
to be built on a wooded parcel now under contract by the Town of Trent Woods for that
purpose. Due to the needed drainage slope for the piping to get to the proposed
constructed wetland location, it will be necessary for the SCM to be built below the
seasonal high water table elevation. The water level in the constructed wetland will be
controlled by the outlet structure discharging into the outlet piping which leads to Wilson
Creek. The constructed wetland replaces the requirement for the buffer that will be
impacted.
There are not any wetlands located in the proposed SCM area. The Craven County soil
survey lists the soil types in this area as Tarboro and Seabrook. Neither of these soil
types are listed hydric soils. The soils are sandy and were observed at the site to have
high chroma values.
There are wetlands located at the proposed discharge area at Wilson Creek corresponding
with the relatively steeply sloping stream banks. The US Army Corps of Engineers has
verified the wetland delineation. The total wetland impact is 83 SF which consists of a
portion of the rip rap apron at the end of the pipe.
All work occurs above the normal high water line of Wilson Creek. The 30 foot AEC
impact is 105 SF and is associated with the rip rap at the end of the pipe.

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. ,
' • .. !DEIvILR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph IT - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters Cl Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Hawthorne Road Drainage Improvements
2. Location of Project (street address):
Hawthorne Road
City:Trent Woods County:Craven Zip:28562
3. Directions to project (from nearest major intersection):
Project is located along the eastern side of Hawthorne Road between Pine Tree Drive and Meadowbrook
Drive in the Town of Trent Woods
4. Latitude:35° 04' 56" N Lon6tude:77° 06' 29" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 —Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 3 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: htW://i2ortal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who ownsthe project):
Applicant/Organization:Town of Trent Woods
G�i/1�5 F Jr.
'.f
Signing Official & Title:C-h Tyson. Mayor
b. Contact information for person listed in item la above:
Street Address:898 Chelsea Road
City:Trent Woods State:NC Zip:28562
Mailing Address (if applicable):
City:
Phone: [phone]
Email:[e-mail]
Fax: (252 ) 637-7088
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
Phone:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
Zip:
Phone: ( 1 Fax:
4. Local jurisdiction for building permits: Craven County
Point of Contact:Don Baumgardner Phone #: (252 ) 636-4987
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runff will be treated in a stormwater wetland in order to provide greater than 30% nutrient
reduction prior to piped discharge through the Neuse Riparian Buffer,
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 29.7 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
1'9--N Z9.4 Ac* acres
Total project area shall be calculated to exclude the following: the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =18.6 %
9. How many drainage areas does the project have? 1(For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
,Basin InfornniHon'- ,
Draina e Areal
Drain e Aiea'_
Draiva e Area _
Drains eArea ="
Receiving Stream Name
Wilson Creek
Stream Class *
C; Sw, NSW
Stream Index Number *
27-101-37
Total Drainage Area (so
1,294,019
On -site Drainage Area (so
1,294,019
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sf)
240,238
% Impervious Area** (total)
18.6
Impervious" Surface Area '
Drains a Area 1
Draina a Area _
Drains e Area _
brains e Area
On -site Buildings/Lots (so
0
On -site Streets (sf)
0
On -site Parking (so
0
On -site Sidewalks (sf)
0
Other on -site (sf)
0
Future (so
35,000
Off -site (so
0
Existing BUA*** (so
205,238
Total (sf):
240,238
Stream Class and Index Number can be determined at: httn✓lportal.ncdenr.org/rveb/wq[ps/csu/classif)cations
* Ipervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DEMLR Central Office staffto check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhUp://12ortal.ncdenr.org/web/wq/ws/­su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
litto://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athht ://portal.ricdennorg/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from h":/ /portal.iicdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.t�_
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants _ fA
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed. signed and dated) and O&M i
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to Of rr,—
htto://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the _
receiving stream drains to class SA waters within �/s mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:_
a. Development/Project name. it
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MFIW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify_
elevations in addition to depths) as well as a map of the boring locations with the existing Ole
elevations and boring logs. Include an 8.5"x1l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 0738 Page No: 0409
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hU://www.secretaiy.state.nc.us/Corporations/­CSeardi.gERx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://oortal.ncdenr.org/webAr/state-stormwater-
forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Toseoh C. Avolis, PE
Consulting Finn: Avolis Engineering, PA
Mailing Address:P.O. Box 15564
City:New Bern State:NC Zip:28561
Phone: (252 ) 633-0068
Email:avolisengineeringQembargmail.com
Fax: ( )
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
I, a Notary Public for the State of , County of
, do hereby certify that
before me this _ day of
stormwater permit. Witness my hand and official seal,
SEAL
personally appeared
and acknowledge the due execution of the application for a
My commission expires
X. APPLICANT'S CERTIFICATION G 110 r1c i F Jr, 0d 1
I, (print or type name of person listed in Contact Information, item la) C-hnek Tyson, Mayor
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants wiA be recorded, and that the proposed project complies with the requirements of the
applicable stormwater eu�nder/ 15A N C 2H .1000 and any other applicable state stormwat r requi eme ts.
Signature:v L" ~—` Date:
11 A b rc, CU ) le" a Notary Public for the State of County of
wren do hereby certify that Ci'�rley ( 'Ty5on, J r. personally appeared
before me this '7"�ay of /mooy ' hz/ 20i4� and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal, AA� &"-�
\\P lC U L t F
OSARY
�riOPy/ eN ICOUN\��
SEAL
My commission expires
N y Commission Expires 103a2018
Form S WU-101 Version Oct. 31, 2013 Page 6 of 6

QAA O/p W�A-�TFA,
Di=. O�L___ \PG
NCOENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /I/) must be printed, filled out and submitted along with all the required information.
Project name
Contact name
Phone number
Date
Drainage area number
ILi,DESIGN INFORMATION
Site Characteristics
Drainage area j 1.i940 99.00;ttz
Impervious area 240,238.001. fe
Percent impervious 18.6% %
Design rainfall depth ' 1.50;fnch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non -SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary pool/ponding depth (DPI,,
Drawdown time
Diameter of orifice
Coefficient of discharge (CO) used in orifice diameter
calculation
Driving head (Ro) used in the orifice diameter calculation
e 360 »` ^i in
'Hn/hr
¢ ° 1.80 - Ito/sec
220 Ito/sec
0.40 tP/sec
Drawdown orifice diameter may be insufficient. Please provide
adequate supporting calculations.
N21
Form SW401-Wetland-Rev.6-11116/09 Parts I and II. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Weiland
35147,00'ftz
#DIVIO!
Shallow Land
14;059:00:ftz
Insufficient shallow land area. oK
The shallow land percentage is:
40% %
Shallow Water
a 14,059.00r. fe
OK
The shallow water percentage is:
40% %
Deep Pool
Forebay portion of deep pool (pretreatment)
A 3,515 00,,f?
OK
The forebay surface area percentage is:
10% %
Non-forebay portion of deep pool
3,514.00!ftz
OK
The non-forebay deep pool surface area percentage is:
10% %
Total of weiland zone areas
35,147.00 fe
OK
Add or subtract the following area from the zones
0.00 ftz
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)�
4.50 ft amsl
Permanent Pool Elevation (PPE)
Shallow WatedDeep Pool (top)
t T 3.50 ft amsl
Shallow Water bottom
3.001ft amsl
Most shallow point of deep pool's bottom
-2.0011ftamsl
Deepest point of deep pool's bottom
0.50 ft amsl
Design must meet one of the following two options:
This design meets Option #1,
IN ' (Y or N)
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
:( 6.001,ftani
PPE Not Within 6 in of SHWT, Must Use Option #2
This design meets Option #2,
Y; (Y or N)
ZNS w,wJ0 wt T2W Q ljce
Wetland has liner with permeability 4 0.01 inmr, If yes:
Depth of topsoil above Impermeable liner
'' :4A0 in
OK
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
18.00 in
OK
Deep Pool (deepest)
36.00 in
OK
Planting Plan
Are cattails included in the planting plan?
N ' , -=(Y or N)
OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubic-inch container)
3,550
Number of Plants recommended in Shallow Land Area:
Herbaceous (Ccubic-inch container), OR
3,550
Shrubs (1 gallon or larger), OR
568
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
71 and
2,840
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
3,552:
OK
Number of Plants provided in Shallow Land Area:
Herbaceous Wcubic-inch container)
O!.
More required if not planting shrubs or trees. IJiA-
Shrubs (1 gallon or larger)
0'
More required it not planting herb. and/or trees. 44- l '
1
Trees (3 gallon or larger) and
i' 72,
OK
Grass -like Herbaceous (4+ cubic -inch)
2,840t
OK
Form SW401-Wetl3nd-Rev.6-11/16/09 Parts I and It. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
ey ? (Y or N)
OK
Does project drain to SA waters? If yes,
'N -' 'i (Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
r,
0.00 `, ,.:ift
Are calculations for supporting the design volume provided in the
v "I'll,''
'' ' q Y or N )
OK
application?
:(
Is BMP sized to handle all runoff from ultimate build -out?
Y" ',' _1(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
x .
(Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
11.87 :1
OK
Approximate wetland length
653.06.ft
Approximate wetland width
F
56.06ft
Approximate surface area using length and width provided
35,915.00 flz
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
' Y,„_ ,;^=(Y or N)
OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWQ)
IIh 'REQUIRED ITEMS;CHECKLIST; ,,,. e..
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Page/Plan
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Plan details (1" = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
2
3. Section view of the wetland 0" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
6?r C2 4. A detailed planting plan (1"= 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
fi 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
/Y�41�9 6. The supporting calculations (including drawdown calculations).
ar ?9 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
_ -QI.A--- 8. A copy of the deed restrictions (if required).
y 9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not an
acceptable source of soils information.
SW401-Wetland-Rev.6-11/16/09 Part III, page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 1
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present
Remove the trash/debris.
The perimeter of the
wetland
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
Ion .
approximately six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if .
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
Swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW40 I -Wetland O&M-Rev.3 Page 1 of

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated in
Search for the source of the
the forebay to a depth that
sediment and remedy the problem if
inhibits the forebay from
possible. Remove the sediment and
functioning well.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The deep pool, shallow
Algal growth covers over
Consult a professional to remove
water and shallow land
50% of the deep pool and
and control the algal growth.
areas
shallow water areas.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray) -
the deep pool and shallow
consult a professional.
water areas.
Shallow land remains flooded
Unclog the outlet device
more than 5 days after a
immediately.
storm event.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices
Prune according to best professional
show that pruning is needed
practices.
to maintain optimal plant
health.
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
of the deep pools.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3 Page 2 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Wetland O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Hawthorne Road Drainage Improvements
BMP drainage area number:
(;t,. Ies r Cf;-r
Print name: Ehuele Tyson Jv.
Title: Mayor, Town of Trent Woods
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, Qtb i—c t✓ti fie, a Notary Public for the State of
Nco f h Gam, v I i n a County of C raven do hereby certify that
Gl�c le 5 l^ TrSo �� J+- personally appeared before me this
day of Nu: e-," her ) 2-Of& , and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
SEAL
OULZp
� �pTARY
PUB\-\Ij
My commission expires
My CoMrd5s 0a E4pites 10-30.2018
Form SW401-Wetland O&M-Rev.3 Page 4 of 4

PROJECT NARRATIVE
HAWTHORNE ROAD DRAINAGE IMPROVEMENTS
TRENT WOODS, NC
This project proposes to correct a long time drainage and flooding issue located in the
Town of Trent Woods at the intersection area of Hawthorne Road and Pinetree Lane.
Significant rainfall events are followed by flooding and long periods of standing water
over an area approximately 2.0 acres in size. There is not a stormwater outlet for this low
area. There is not any new impervious area proposed by this project.
The nearest possible stormwater outlet for the area is located to the north at Wilson
Creek. As shown on the topographic maps, Wilson creek has relatively high stream
banks. The distance from the low area to Wilson Creek is approximately 1,620 feet. In
order to achieve a minimal satisfactory drainage slope from the low area to Wilson
Creek, the drainage device becomes relatively deep in comparison with the surrounding
ground. As a result, it is necessary to pipe the majority of the drainage route.
The project drainage area is 29.71 acres in size based on interpretation of the LIDAR
topographic data. Approximately two-thirds of the area is built out with very low density
1960-1970's style ranch houses. An undeveloped wooded area approximately seven
acres, in size remains in the drainage basin and would ultimately be developed in the
future by others.
In order to reduce the nitrogen export to Wilson Creek, a constructed wetland is proposed
to be built on a wooded parcel now under contract by the Town of Trent Woods for that
purpose. Due to the needed drainage slope for the piping to get to the proposed
constructed wetland location, it will be necessary for the SCM to be built below the
seasonal high water table elevation. The water level in the constructed wetland will be
controlled by the outlet structure discharging into the outlet piping which leads to Wilson
Creek. The constructed wetland replaces the requirement for the buffer that will be
impacted.
There are not any wetlands located in the proposed SCM area. The Craven County soil
survey lists the soil types in this area as Tarboro and Seabrook. Neither of these soil
types are listed hydric soils. The soils are sandy and were observed at the site to have
high chroma values.
There are wetlands located at the proposed discharge area at Wilson Creek corresponding
with the relatively steeply sloping stream banks. The US Army Corps of Engineers has
verified the wetland delineation. The total wetland impact is 83 SF which consists of a
portion of the rip rap apron at the end of the pipe.
All work occurs above the normal high water line of Wilson Creek. The 30 foot AEC
impact is 105 SF and is associated with the rip rap at the end of the pipe.

AVOLIS ENGINEERING. P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • Office: 252.633.0068
Soil Boring Report
Hawthorne Road Drainage Improvements
Hawthorne Road
Trent Woods, NC
Craven County
October 17, 2016
A single soil boring was made at the proposed stormwater wetland area location for the
Hawthorne Road drainage Improvements project. The soil boring was completed on
October 17, 2016 with a hand auger by Joseph C. Avolis, PE. The boring was located
within the proposed BMP area.
The Craven County Soil Survey maps the soils on the site as Tarboro and Seabrook.
Tarboro is described as a sandy loam at the depths to be disturbed by the BMP
construction. Seabrook is described as a sand at the depths to be disturbed by this
project. Tarboro soil type is listed as having a permeability of greater than 20
inches/hour at the bottom elevation of the SCM. Seabrook's permeability is listed as 6.0-
20.0 inches/hour.
The on site soil boring indicated soil characteristics similar to the general soil description
for the two soil types. The following soil characteristics were observed:
Depth
Elevation
Description
0'-0.25'
8.75'-99'
Top soil
0.25'-1.5'
7.5'-98.75'
Tan sand
1.5% 6'
3'-97.5'
Whitish sand
The depth to the seasonal high water table was 2.0 feet, elevation = 7.0 feet.
The site is suitable for the construction of a stormwater wetland. The area will need to
be lined with top soil since only borrow pit quality mineral soils are in place. The SCM
will be constructed below tt`,Wfi�flj#1 high water table elevation, permanent pool
elevation = 3.5'. CARn
15360 101tW k
Email: [e-mail] Fax: [phone]

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OSGS 1 1000 ft Scale: 1
13-0 Datum: BGG64

Stormwater Wetland Calculations
Hawthorne Road Drainage Improvements
Hawthorne Road
Trent Woods, NC
Prepared by:
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone].
Firm Registration No. C-0706
[e-mail]

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ecipitation Frequency Data Server
ilttp://hdse.nws.noaa.gov/hdsc/pfds/pfds_tri4age.hhril71at--35.0820&...
NOAA Atlas 14, Volume 2, Version 3
Location name: New Bern, North Carolina, USA'
Latitude: 35.082", Longitude:-77.1083°
Elevation: 11.91 ft"
source: ESRI traps14r
source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok MYelda, and D. Riley
NOAA National Weather service. Silver Spring, Maryland
PF tabular I PF graphical I Mans & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90%confidence intervals (in inchesp
Average recurrence interval (years)
Duration }�r ri ----
2 5 ) 25 50 100 200 500 9000 J
5-min
0.479
0.561 j
0.844
0.729
0.823
0.901
0.976
7.05
1.14
7.23 j
(0.4' 0-0.524)
(0.517-0.611)
(0.592-0.700 )
(0.669-0.792 )
( 0.750.0.893 )
(0.819.0.978 j
( 0.882-1.06)
(0.943.1.14)
(1.02-1.25)
(1.08.1.34)
0mn
0.766
0.898 I
1.03
1.17
1.44 I
1.65
1.67
1.81
1.94
(0.703-0.836)
(0.827-0.977)
(0.949-1.12)
(1.07.1.27)
12
(1.30-1.56)
(1.40.1.68)
(1.491.81)
(1.61-1.97)
(1.71-2.1-ni
1 min
0.957
(0.87&1.04)
1.13
(1.04-1.23) j1
1.30
(1.20.1.42)
1.47
(1.351.60)
1.86
(1.51-1.80)
1.82
(1.65-1.97)
1.96
(1.77-2.13)
2.10
(1.892.28)
2.26
(2.02-2.48)
2.43
(2.142.65)]
30-min
1.31 )
(1.21-1.43
( 1.56 ;
1.44.1.70
( 7-85
1.71-202)
2.14
(1.96-2.32)
2.46
(2.25-267)
2.74
(2.49-2.97)
3.00
(2.71.3.26)
3.27 (-3.62
(2.94-3.55)J
(3.22-3.9
( 3.93 )
3.47-4.29 J
�60-min
1.64
L_�L50-1.79) 1
1.96
(1.80-2.13)
2.38
(21&258)
2.78
(2.6&3.02)
3.28
(2.99-3.5_6)
3.71
(3.37-4.03)
4.13
(3.744.49)
4.59
(4.12-4.98)
5.20
(4.62-5.66)
5.74
(5.07-6.27)'
1.96
2.37
2.94
3.51
4.25
4.92
5.61
6.36
7.41
6.36
n2-hr
(1.79-2_16)
(2.16.2.59)
(2.6&3.22)
(3.20-3.84)
(3.8&4.64)
(4.43-5.37)
(5.03-6.12)
(5iGr6.93)j
(6_52.8.10)
(7.29-9.16)I
2.12-7
2.55
3.19
T 3.83
4.70
5.50
6.34
7.27
8.61
9.85
3-hrIF
(1 _92-2.36)
(2.33-283)
(2.90-3.53)
(3_47-4.24)�
(4.23.5.18)
(4.g2-6_05),..
(5.6&6.97)
1(6.417.7.99)
(7.49-9.48)
(8.47-10_9),
3,08
4.64
5.70
75
72.2256
6 h
(2.31-2.88)�
�
.45)
-5.1-)
(5.11636)
556
7
( 1
9(2.79 9
48)j(10.413
.E)r1 I
3.63
(3.27-4.08)
4.56
5.53
2j_
7
711-9,03)�
4
90
8_2.5(9P2.2)
0972-hr
13.1
(11.1-14.6)
1 I
(12.75.116.9)
+i°••.
"L(3
4.25
`
8.12
.4
10.9
12.6
15.1
17.2
.8-71)
4
-12
.
-3.9j
9-18.6)
(14.5-19"ip.0I
2-day
4.0E
4.91
6.31
"r"""7.51
9.32
10.9
12.7
14.E
11 17.E 1
20.1
(3.67-4.52)
(4.45-5.47)�
(5.70-7.04)
(6.75-8.34)
(8.32-10.3)
(9.64-12.1)
(11.1-14.0)
(12.7-16.2)
(15.0.19.6)
(16.9.22.6)
4.31
5.22
6.67
7.90
9.71
11.3
13.0
14.9
17.E
20.3
3-day
(3.92-4.77)
(4.75-5.78)J
(6.05-7.38)
(7.1&8.72)
(8.72-10.7)
(10.0-12.4)
(11.5-14.3)
(131-M.4))
(15.&19J
(17.1-22.6)�
4.57
7.04
8.29
10.7
11.E
73.3
15.1
17.
20.45.634day I'
(4.17-5.022)(5.05-6.08)(6.41-7.73(7.52-9.10)(9.12-11.1)
10.42.8)(11.8-14.6j
33-16.6)
(15.5-19.8)
(17.422.6)
5.33
6.43
8.- 8
9:-1
76.7�
j
21.7
7 day
4
( .945.83)
�
(5.91-7.04)
(7.41-8.84)
(8.64-10.3)
.4-1
(10.4-12.5)
(11.8-14.3)
.8-1
.3-1
(13.&18.2)
(14.8-18,3
( .0-2
17.0-21.5)
.7-2
(18.7-24.1)
724
7
10.4
2
'0.7
3.
209
I
1�0daJ6.64
-
_-659)
5
.
(6.67.90)
(8.25-9.79)(9.53-11.3)
(11.3-13.6)
(12.8-5.5)(4.17.5))J(16.0-19.7)(8.2-22.9)
(20.0.25.5)
8.73
9.69
11.8
13.5
15.9
17.9
20.0
22.3
25.4
27.9
I�20-day
(7_56.8;79)_
(9.00-10.�
(10.9-12.7)
(12.5-14.6)
(14.7-17.2)
(16.419.4)
(18.2-21.7)
(20.0-24.2)
(22:5-27.7)
(24.5.30.6)
70.0 11.9 14.3 16.3 18.9 21.1 23.3 25.5 28.6 j 31.0
30•dayJ
(9.34-10.8) (11.1-12.8) I (13.415.4) 1 (15.1-17.5) (17.6 20.3) 1 (19A-22.7) (21.3-25.1) (23.2-27.6) (25_._M_0)J (27.7-33.8)I
12.5 14.8 17.6 20.0 23.3 26.0 28.8 31.8 35.8 39.1
45-day (13.8-15.9) _(18_6-21.5) (21.6-25.1) (24.0-28.0) (26.431.1) (28.8-34.3)J (32.1_389j (34.7-42_7)1
_(16_4.19.0)
60-day IF 15.0 17.7 20.9 23.5 27.0 29.7 32.5 35.3 39,2 42.1 1
(14.0-16.0) _I . (16.6=18.9) (19.6-22_3) (2L9-25.1) (25.1-28.8) (27.6-31.8) (30.634.9) (32.438.0) (35.6-42.4)I (38.0.45.8J
' Precipitation frequency (PF) estimates in this table are based on frequency analysis of, partial duration series (PDS).
Numbers In parenthesis are PF estimates at lower and upper bounds of the 90% confidence Interval. The probability that precipitation frequency
estnetes (for a given duration and average recurrence Intervaq will be greater than the upper bound (or less than the lover bound) is 5%. Estimates at
upper bounds are not checked against probable ma)dnum precipitation (PMP) estimates and may be higher than currently val PMP values.
I
Df 4 11/2/2016 9:30 AM

ecipitation Frequency Data Server
http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_prititpage.hftnl?lat=35.0820&...
Large-scale aerial
of4 11/2/2016 9:30 AM

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
now
(CIS)
Time
Interval
(min)
Time to
peak
(min)
Volume
(cuff)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuff)
Hydrograph
description
1
SCS Runoff
0.53
6
840
13,761
1
—
PRE-DEV
2
SCS Runoff
1.22
6
774
21.760
1
—
POST DEV
3
SCS Runoff
16.88
6
756
131,738
10
--
---
10YR PRE
4
SCS Runoff
21.60
6
750
158,246
10
—
10YR POST
5
Reservoir
0.16
6
1458
20,470
1
2
3.98
16,874
1-YR POST
6
Reservoir
6.46
6
804
156,438
10
4
5.06
58,118
10-YR POST
Proj. file: HAVMORNE_ROAD
GFIDF file: NEW BERN.IDF
Run date: 11-29-2016

I - SCS Runoff � 1 Yr - Qp = 0.53 cfs
0.6
0.5
0.4
0.3
CY
0.2
0.1
0.0
0 5 10 15 20 25
Time (hrs)
Hyd. 1

-14Z IFcps-r VE\)SU DtM&)T-
2 - SCS Runoff 1 Yr - Qp = 1.22 cfs
1.5
1.0
CJ
0.5
0.0
0 5 10 15 20 25
Time (hrs)
Hyd. 2

3 - SCS Runoff -10 Yr'- Qp 16.88 cfs
20
15
(1
10
5
0
0 5 10 15 20 25
Time (hrs)
�° Hyd. 3

1. 4 - SCS Runoff -10 Yr - Qp = 21.80 cfs
0 5 10 15 20 25
Time (hrs)
Hyd. 4

"'o5r 'DEUELDpAAF-✓JT
5-Reservoir-1 Yr-Qp=0.16cfs
1.5
1.0
C1
0.5
0.0
0 50 100 150
Time (hrs)
® Hyd. 2 Hyd. 5

6 - Reservoir -10 Yr - Qp = 6.48 cfs
25
20
15
C�
10
5
0
0 20 40 60 80 100
Time (hrs)
Hyd. 4 Hyd. 6

Hydrograph Report
Page 1
Hyd. No. 1
PRE-DEV
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 1 yrs
= 29.71 ac
= 0.3 %
= USER
= 3.50 in
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
744 0.03
780 0.43
816 0.52
852 0.52
888 0.51
924 0.48
960 0.43
996 0.38
1032 0.35
1068 0.31
1104 0.28
1140 0.26
1176 0.25
1212 0.24
1248 0.23
1284 0.22
1320 0.20
1356 0.22
1392 0.20
1428 0.19
1464 0.10
...End
English
Peak discharge. = 0.53 cfs
Time interval =
6 min
Curve number =
47
Hydraulic length =
1500 ft
Time of conc. (Tc) =
30 min
Distribution =
Type III
Shape factor =
484
Total Volume = 13,761 cuft

Hydrograph Report page,
English
Hyd. No. 2
POST DEV
Hydrograph type
= SCS Runoff
Peak discharge =
1.22 cfs
Storm frequency
= 1 yrs
Time interval =
6 min
Drainage area
= 29.71 ac
Curve number =
50
Basin Slope
= 0.3 %
Hydraulic length =
1500 ft
Tc method
= USER
Time of conc. (Tc) =
30 min
Total precip.
= 3.50 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
Total Volume = 21,760 cult
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
732 0.05
768 1.19
804 0.98
840 0.87
876 0.79
912 0.73
948 0.64
984 0.55
1020 0.49
1056 0.44
1092 0.39
1128 0.36
1164 0.34
1200 0.33
1236 0.31
1272 0.29
1308 0.27
1344 0.30
1380 0.27
1416 0.25
1452 0.20
1488 0.02
...End

Hydrograph Report
Page 1
Hyd. No. 3
10YR PRE
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 29.71 ac
= 0.3 %
= USER
= 6.55 in
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
714 0.31
750 16.63
786 8.49
822 4.89
858 4.03
894 3.48
930 3.03
966 2.53
1002 2.14
1038 1.90
1074 1.66
1110 1.45
1146 1.36
1182 1.29
1218 1.22
1254 1.14
1290 1.07
1326 1.03
1362 1.05
1398 0.93
1434 0.87
1470 0.3$
End
English
Peak discharge = 16.88 cis
Time interval =
6 min
Curve number =
47
Hydraulic length =
1500 ft
Time of conc. (Tc) =
30 min
Distribution =
Type III
Shape factor =
484
Total Volume = 131,73B cuft

Hydrograph Report
Page 1
Hyd. No. 4
10YR POST
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 29.71 ac
= 0.3 %
= USER
= 6.55 in
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
708 0.34
744 20.50
780 12.39
816 5.90
852 4.77
888 4.05
924 3.52
960 2.95
996 2.46
1032 2.18
1058 1.91
1104 1.65
1140 1.53
1176 1.45
1212 1.37
1248 1.29
1284 1.20
1320 1.12
1356 1.20
1392 1.05
1428 0.98
1464 0.51
...End
English
Peak discharge = 21.80 cfs
Time interval =.6
min
Curve number =
50
Hydraulic length =
1500 ft
Time of conc. (Tc) =
30 min
Distribution =
Type III
Shape factor =
484
Total Volume = 158,246 tuft

Hydrograph Report Page 1
English
Hyd. No. 5
1-YR POST
Hydrograph type
= Reservoir
Peak discharge
= 0.16 cfs
Storm frequency
= 1 yrs
Time interval
= 6 min
Inflow hyd..No.
= 2
Reservoir name
= STORM WETLAND
Max. Elevation
= 3.98 ft
Max. Storage
= 16,874 cuft
Stomp mdimbon method used.
Total Volume = 20,470 cuft
Hydrograph
Discharge Table
Time
Inflow
Elevation
Clv A
Clv B Civ C
CW D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
756
0.93
3.52
0.01
0.00 -----
----- ----- ----- ----- ----- 0.00
792
1.11
3.59
0.06
0.02 -----
----- ----- ----- ----- ----- 0.02
828
0.89
3.64
0.13
0.04 -----
----- ----- ----- ----- ----- 0.04
864
0.81
3.69
0.22
0.07 -----
----- ----- ----- ----- ----- 0.07
900
0.75
3.74
0.33
0.09 ----
----- ___ ____ _ -_ 0.09
936
0.67
3.72
0.29
0.08 ---
----- ---- ----- 0.08
972
0.58
3.70
0.23
0.07 -----
----- ----- ----- ----- ----- 0.07
1008
0.51
3.75
0.36
0.09 -----
----- ----- ----- ----- ----- 0.09
1044
0.46
3.86
0.66
0.11 -----
----- ----- ----- ----- ----- 0.11
1080
0.41
3.88
0.70
0.12 ----
----- ----- ----- ----- ----- 0.12
1116
0.36
3.89
0.74
0.13 -----
----- ----- ----- ----- ----- 0.13
1152
0.35
3.91
0.79
0.14 -----
----- ----- ----- ----- ----- 0.14
1188
0.33
3.92
0.85
0.14 -----
----- ----- ----- ----- ----- 0.14
1224
0.32
3.93
0.90
0.15 -----
----- ----- ----- ----- ---- 0.15
1260
0.30
3.94
0.95
0.15 ---
- - ----- ----- ----- 0.15
1296
0.28
3.95
1.00
0.15 -----
----- ----- ----- ----- - 0.15
1332
0.28
3.95
1.02
0.16 -.
- ----- ----- ----- 0.16
1368
0.28
3.96
1.05
0.16 -
- - - - 0.16
1404
0.25
3.97
1.06
0.16 -----
----- ----- ----- ----- ----- 0.16
1440
0.24
3.97
1.08
0.16 -----
----- ----- ----- - 0.16
1476
0.06
3.97
1.08
0.16 ----
----- ---- ----- ----- ----- 0.16
1512
0.00
3.96
1.05
0.16 ----
_____ _____ _____ _____ _____ 0.16
1548
0.00
3.96
1.03
0.16 -----
----- ----- ----- ----- ----- 0.16
1584
0.00
3.95
0.99
0.15 -----
----- ----- ----- ----- ----- 0.15
1620
0.00
3.94
0.94
0.15 -----
----- ----- ----- ----- ----- 0.15
1656
0.00
3.93
0.90
0.15 -----
----- ----- ----- ----- ----- 0.15
1692
0.00
3.92
0.85
0.14 -----
----- ----- ----- ----- ----- 0.14
1728
0.00
3.91
0.81
0.14 ----
---- ---- ----- ----- 0.14
1764
0.00
3.90
0.76
0.14 ----
----- ---- ----- ----- ----- 0.14
1800
0.00
3.89
0.74
0.13 -----
----- ---- ----- ----- - 0.13
1836
0.00
3.89
0.72
0.13 ----
----- -- - -- 0.13
1872
0.00
3.88
0.70
0.12 ----
----- ----- ----- -- - ----- 0.12
1908
0.00
3.87
0.69
0.12 -----
----- ----- ----- ----- ----- 0.12
1944
0.00
3.86
0.67
0.11 -----
----- ----- ----- ----- ----- 0.11
1980
0.00
3.86
0.66
0.11 -----
----- ---- ----- ----- ----- 0.11.
2016
0.00
3.85
0.64
0.11 -----
----- ----- ----- ----- ----- 0.11
Continues on next page...

1-YR POST Page 2
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cis
ft
cfs
cfs cis cis cis cis cis cis
cfs
2D52
0.00
3.84
0.63
0.10 ----- ---- _____ _____ _____ _____
0.10
2088
0.00
3.84
0.62
0.10 ----- ---- ----- ----- ----- -----
0.10
2124
0.00
3.74
0.35
0.09 --- - ----- ----- ----- -----
0.09
2160
0.00
3.73
0.32
0.09 --- - - ----- ---- -----
0.09
2196
0.00
3.72
0.30
0.08 --- ---- -__ _-__ _____ _____
0.08
2232
0.00
3.72
0.28
0.08 --- - - ----- -----
0.08
2268
0.00
3.71
0.26
0.07 ----- -- ----- ----- ----- -----
0.07
2304
0.00
3.70
0.24
0.07 --- ----- ----- ----- -----
0.07
2340
0.00
3.69
0.22
0.07 ----- ---- ----- ----- ----- -----
0.07
2376
0.00
3.69
0.21
0.06 ---- --- -- ----- ----- -----
0.06
2412
0.00
3.69
0.22
0.07 ----- - ---- ----- ----- -----
0.07
2448
0.00
3.70
0.23
0.07 ---- ---- ----- ----- ----- -----
0.07
2484
0.00
3.70
0.24
0.07 --__ -___ ___- ----- ----- -----
0.07
2520
0.00
3.71
0.28
0.07 ----- ----- ----- ----- ----- -----
0.07
2556
0.00
3.71
0.27
0.08 ---- ----- ----- ----- ----- -----
0.08
2592
0.00
3.72
0.29
0.08 ----- ----- ----- ----- ----- -----
0.08
2628
0.00
3.73
0.30
0.08 -- - - - - -
0.08
2664
0.00
3.73
0.32
0.09 -- - -- ----- - -
0.09
2700
0.00
3.74
0.34
0.09 -- ----- ----- ----- -----
0.09
2736
0.00
3.75
0:36
0.09 ---- ----- ---- ----- -----
0.09
2772
0.00
3.75
0.36
0.09 ----- ----- ----- ----- ----- ----
0.09
2808
0.00
3.74
0.34
0.09 ----- --__ -___ _____ _____ _____
0.09
2844
0.00
3.74
0.33
0.09 -- ----- - ---- -----
0.09
2880
0.00
3.73
0.31
0.09 - - - - -
0.09
2916
0.00
3.73
0.30
0.08 - - - - -----
0.08
2952
0.00
3.72
0.29
0.08 ---- - -- ----- -----
0.08
2988
0.00
3.72
0.27
0.08 ---- ----- ----- ---- ----- -----
0.08
3024
0.00
3.71
0.26
0.08 -- - ----- ----- ----- --
0.08
3060
0.00
3.71
0.25
0.07 -- - - ----- -----
0.07
3096
0.00
3.70
0.24
0.07 - -- - - - ' -
0.07
3132
0.00
3.70
0.23
0.07 - - -- - -_ ____
0.07
3168
0.00
3.69
0.22
0.07 -- - - -----
0.07
3204
0.00
3.69
0.21
0.06 ----- ----- ---- ----- ----- -
0.06
3240
0.00
3.69
0.20
0.06 ----- ----- ----- ----- ----- -----
0.06
3276
0.00
3.68
0.20
0.06 --- ----- ----- -- ---- -----
0.06
3312
0.00
3.68
0.19
0.06 ----- - - --- ----- -
0.06
3348
0.00
3.68
0.18
0.06 --- - -_ ___
0.06
3384
0.00
3.67
0.18
0.06 ----- - - -- -
0.06
3420
0.00
3.67
0.17
0.05 --- ----- --- ----- ----- -----
0.05
3455
0.00
3.67
0.16
0.05 ----- ----- ---- ----- ----- -----
0.05
3492
0.00
3.66
0.16
0.05 ----- ----- ----- ----- ----- -----
0.05
3528
0.00
3.66
0.15
0.05 ---- ----- ----- ----- ---- -----
0.05
3564
0.00
3.66
0.15
0.05 --- ----- --- ----- -
0.05
3600
0.00
3.65
0.14
0.05 ----- ----- ---- ---- - -
0.05
3636
0.00
3.65
0.14
0.04 ----- ---- ----- ----- ----- --
0.04
3672
0.00
3.65
0.13
0.04 ----- ---- ----- ----- ----- -
0.04
3708
0.00
3.65
0.13
0.04 ----- ----- ----- ----- ----- -----
0.04
3744
0.00
3.64
0.13
0.04 ----- ----- ----- --- -----
0.04
3780
0.00
3.64 '
0.12
0.04 ----- ---- ---- ----- ----- -
0.04
Continues on next page...

1-YR POST
Page 3
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B CIv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
3816
0.00
3.64
0.12
0.04 ----- ----- ----- ----- ----- -----
0.04
3852
0.00
3.64
0.12
0.04 ----- ----- ----- ----- ----- -----
0.04
3888
0.00
3.63
0.11
0.04 ---- ----- ----- ----- ----- -----
0.04
3924
0.00
3.63
0.11
0.04 --- ----- ---- ---- ---- -----
0.04
3960
0.00
3.63
0.11
0.03 ----- ---- ----- ----- ----- -----
0.03
3996
0.00
3.63
0.11
0.03 ----- ----- ----- ----- ----- -----
0.03
4032
0.00
3.63
0.10
0.03 ----- ----- ----- ----- ----- -----
0.03
4068
0.00
3.62
0.10
0.03 ----- ----- ----- ----- ----- -----
0.03
4104
0.00
3.62
0.10
0.03 ----- ----- ----- ----- ----- -----
0.03
4140
0.00
3.62
0.10
0.03 ---- ----- ----- ---- ----- -----
0.03
4176
0.00
3.62
0.09
0.03 ----- ---- ----- ----- ----- -----
0.03
4212
0.00
3.62
0.09
0.03 ----- ----- ----- ----- ----- -----
0.03
4248
0.00
3.61
0.09
0.03 ----- ----- ---- ---- ----- -----
0.03
4284
0.00
3.61
0.09
0.03 ----- ----- ----- ----- ----- -----
0.03
4320
0.00
3.61
0.08
0.03 ----- ----- ----- ----- ----- -----
0.03
4356
0.00
3.61
0.08
0.03 ----- ----- ----- ----- ----- -----
0.03
4392
0.00
3.61
0.08
0.03 - ----- - ---- ---- -----
0.03
4428
0.00
3.61
0.08
0.02 ----- ---- ---- ----- ----- -----
0.02
4464
0.00
3.60
0.08
0.02 ----- ----- ----- ----- ----- -----
0.02
4500
MO
3.60
0.07
0.02 ----- ----- --- ----- ----- -----
0.02
4536
0.00
3.60
0.07
0.02 ----- ----- ----- ----- ----- -----
0.02
4572
0.00
3.60
0.07
0.02 ----- ----- ---- ----- ----- -----
0.02
4608
0.00
3.60
0.07
0.02 ----- ----- ----- ----- ---- -----
0.02
4644
0.00
3.60
0.07
0.02 ----- ----- ----- ----- ----- -----
0.02
4680
0.00
3.60
0.07
0.02 ---- ---- --- ---- ----- -----
0.02
4716
0.00
3.60
0.07
0.02 ----- ----- ---- ----- ----- . -----
0.02
4752
0.00
3.59
0.06
0.02 ----- ----- ----- ----- ----- -----
0.02
4788
0.00
3.59
0.06
0.02 ----- ----- ----- ----- ----- -----
0.02
4824
0.00
3.59
0.06
0.02 ----- ----- ----- ----- ----- -----
0.02
4860
0.00
3.59
0.06
0.02 ---- - - - -----
0.02
4896
0.00
3.59
0.06
0.02 - - - ----- -----
0.02
4932
0.00
3.59
0.06
0.02 ----- ----- ----- ----- ----- -----
0.02
4968
0.00
3.59
0.06
0.02 ----- ----- ----- ----- ----- -----
0.02
5004
0.00
3.59
0.06
0.02 ----- ----- ----- ---- ----- -----
0.02
5040
0.00
3.59
0.06
0.02 ----- ----- ---- ----- ----- -----
0.02
5076
0.00
3.58
0.05
0.02 ----- ----- ----- ----- ----- -
0.02
5112
0.00
3.58
0.05
0.02 ----- ----- ---- ----- ----- -----
0.02
5148
0.00
3.58
0.05
0.02 ---- ----- -- ----- ---- ----
0.02
5184
0.00
3.58
0.05
0.02 ----- ----- ----- ----- ----- -----
0.02
5220
0.00
3.58
0.05
0.02 ----- ----- ----- ----- -----
0.02
5256
0.00
3.58
0.05
0.02 ----- ----- ----- ----- ----- -----
0.02
5292
0.00
3.58
0.05
0.01 ----- ----- ----- ----- ---- -----
0.01
5328
0.00
3.58
0.05
0.01 ---- ----- ---- ----- - -
0.01
5364
0.00
3.58
0.05
0.01 ----- ----- ---- ----- ----- -----
0.01
5400
0.00
3.58
0.05
0.01 ---- ----- ----- ----- ----- -----
0.01
5436
0.00
3.57
0.04
0.01 ----- ----- ----- ----- ----- -----
0A1
5472
0.00
3.57
0.04
0.01 ----- ----- ----- ----- ----- -----
0.01
5508
0.00
3.57
0.04
0.01 ----- ----- ----- ----- ----- -----
0.01
5544
0.00
3.57
0.04
0.01 ----- ----- ----- ----- ----* -----
0.01
Continues on next page...

1-YR POST
Page 4
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
5580
0.00
3.57
0.04
0.01 ---- ----- ----- ----- ---- -----
0.01
5616
0.00
3.57
0.04
0.01 ----- ---- ----- ----- ---- -----
0.01
5652
0.00
3.57
0.04
0.01 --- --- - - ---- -----
0.01
5688
0.00
3.57
0.04
0.01 -- - - - -- --
0.01
5724
0.00
3.57
0.04
0.01 --- ---- ----- ----- -----
0.01
5760
0.00
3.57
0.04
0.01 ----- ----- ---- ----- ----- -----
0.01
5796
0.00
3.57
0.04
0.01 ----- ----- ---- ----- ---- -----
0.01
5832
0.00
3.57
0.04
0.01 ----- ----- ----- ----- ----- -----
0.01
5868
0.00
3.57
0.04
0.01 ----- ----- ----- ---- ----- -----
0.01
5904
0.00
3.57
0.03
--- ----- ----- -----
0.01 -----
0.01
5940
0.00
3.56
0.03
0.01 - -- -- - ----
0.01
5976
0.00
3.56
0.03
0.01 --- ---- ---- ----- - -
0.01
6612
0.00
3.56
0.03
0.01 ----- -- ----- - - --
0.01
6048
0.00
3.56
0.03
0.01 ---- --- ----- ----- ----- -----
0.01
6084
0.00
3.56
0.03
0.01 ---- ----- --- ---- -----
0.01
6120
0.00
3.56
0.03
0.01 - - ----- ----- ----- ---- -----
0.01
6156
0.00
3.56
0.03
0.01 -- -- --- - --
0.01
6192
0.00
3.56
0.03
0.01 --- ----- --- -- ----- -----
0.01
6228
0.00
3.56
0.03
0.01 ----- ---- ----- ----- ----- -----
0.01
6264
0.00
3.56
0.03
0.01 ----- ----- ---- ----- ----- -----
0.01
6300
0.00
3.56
0.03
0.01 ----- ----- ----- ----- ----- -----
0.01
6336
0.00
3.56
0.03
0.01 ----- ----- ---- ----- ----- -----
0.01
6372
0.00
3.56
0.03
0.01 ----- ---- ----- ----- ----- -----
0.01
6408
0.00
3.56
0.03
0.01 _____ --- __-_ _____
0.01
6444
0.00
3.56
0.03.
0.01 -- - - ----- ----- -
0.01
6480
0.00
3.56
0.03
0.01 --- -- - ---- -----
0.01
6516
0.00
3.56
0.03
0.01 --- ---- ----- ----- ----- -----
0.01
6552
0.00
3.56
0.02
0.01 -- ---- ----- ---- ----- ----
0.01
6588
0.00
3.55
0.02
0.01 ----- ----- ----- ----- ----- -----
0.01
6624
0.00
3.55
0.02
0.01 ---- ----- -- ----- -
0.01
6660
0.00
3.55
0.02
0.01 -- - - ----- -----
0.01
6696
0.00
3.55
0.02
0.01 ----- - - -----
0.01
6732
0.00
3.55
0.02
0.01 ----- ----- ----- ----- ----- -----
0.01
6768
0.00
3.55
0.02
0.01 ----- ----- ----- ----- ----- -----
0.01
6804
0.00
3.55
0.02
0.01 ----- ----- ----- ----- ----- -
0.01
6840
0.00
3.55
0.02
0.01 ----- ----- --- - --- ----- -----
0.01
6876
0.00
3.55
0.02
0.01 ------- ---- ----- - -
0.01
6912
0.00
3.55
0.02
0.01 ----- --- --- ----- - --
0.01
6948
0.00
3.55
0.02
0.01 ----- ----- --- --- ---- -----
0.01
6984
0.00
3.55
0.02
0.01 --- ----- ----- ---- ----- -----
0.01
7020
0.00
3.55
0.02
0.01 ----- ----- ----- ---- ----- -----
0.01
7056
0.00
3.55
0.02
0.01 ----- ----- ----- ----- -----
0.01
7092
0.00
3.55
0.02
0.01 ---- --- ----- ----- ----- -
0.01
7128
0.00
3.55
0.02
0.01 ---- ----- ___- _____ _____ _____
0.01
7164
0.00
3.55
0.02
0.01 ----- ----- ----- ----- ----- -----
0.01
7200
0.00
3.55
0.02
0.01 ----- ----- ----- ---- ----- -----
OM
7236
3.55
0.02
0.01 ----- ----- ----- ----- ----- -----
0.01
7272
.0.00
0.00
3.55
0:02
0.01 ----- ----- ----- ----- ----- -----
0.01
7308
0.00
3.55
0.02
0.01 ---- ---- - - --
0.01
Continues on next page...

1-YR POST Page 5
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
7344
D.00
3.55
0.02
0.01 ---- ----- ----- ----- ----- -----
0.01
7380
0.00
3.55
0.02.
0.01 ----- ----- ----- ---- ----- -----
0.01
7416
0.00
3.55
0.02
0.01 ---- ----- -- ----- -
0.01
7452
0.00
3.55
0.02
0.01 --- -- - - -
0.01
7488
0.00
3.55
0.02
0.01 ----- -_ ___ -_
0.01
7524
0.00
3.55
0.02
0.01. -- -- - - - -----
0.01
7560
0.00
3.64
0.02
0.01 ---- ----- ----- ----- ---- -----
0.01
7596
0.00
3.54
0.02
0.01 ----- ----- ---- ----- ----- -----
0.01
7632
0.00
3.54
0.02
0.01 ----- ----- ----- ----- ----- -----
0.01
7668
0.00
3.54
0.02
0.01 ----- ----- ----- ---- ----- -----
0.01
7704
0.00
3.54
0.02
0.01 --- ----- ----- ----- ----- ---
0.01
7740
0.00
3.54
0.02
0.01 ----- ---- ----- ----- ----- -----
0.01
7776
0.00
3.54
0.02
0.01 ----- ---- ----- ---- ----- -----
0.01
7812
0.00
3.54
0.02
0.00 ----- ----- ----- ----- ---- -----
0.00
7848
0.00
3.54
0.02
0.00 ----- ----- ----- ----- ----- -----
0.00
7884
0.00
3.54
0.02
0.00 ----- ----- --- ----- ----- -----
0.00
7920
6.00
3.54
0.02
0.00 - -- -- -- - -
0.00
7956
0.00
3.54
0.02
0.00 -- ----- ----- ----- ---- -----
0.00
7992
0.00
3.54
0.02
0.00 ----- ----- ----- ---- ----- -
0.00
8028
0-00
3.54
0.02
0.00 ----- ----- ----- ----- ----- -----
0.00
8064
0.00
3.54
0.02
0.00 ----- ----- ----- ----- ----- -----
0.00
8100
0.00
3.54
0.02
0.00 ----- --- =- ----- ----- ----- -
0.00
8136
0.00
3.54
0.02
0.00 ----- ----- ----- ----- ----- -----
0.00
8172
0.00
3.54
0:02
0.00 ----- ----- ---- ---- ----- -----
0.00
8208
0.00
3.54
0.02
0.00 ---- ---- ----- ----- ----- -----
0.00
8244
0.00
3.54
0.02
0.00 ----- _-__ __- _____ ____ _____
0.00
8280
0.00
3.54
0.02
0.00 --- ----- --- ----- ----- -
0.00
8316
0.00
3.54
0.01
0.00 -- _____ - ___ _____
0.00
8352
0.00
3.54
0.01
0.00 ----- ----- - - --- ----
0.00
8388
0.00
3.54
0.01
0.00 -- - - - - --
0.00
8424
0.00
3.54
0.01
0.00 - -_ ___ ____ ___
0.00
8460
0.00
3.54
0.01
0.00 --- ----- ----- ----- ----- ----
0.00
8496
0.00
3.54
0.01
0.00 ----- ----- ----- ----- ----- -----
0.00
8592
0.00
3.54
0.01
0.00 ----- ----- ----- ----- ----- -----
0.00
8568
0.00
3.54
0.01
0.00 ----- ----- ----- ---- ----- -----
0.00
8604
0.00
3.54
0.01
0.00 ----- ----- ----- ----- ----- -----
0.00
8640
0.00
3.54
0.01
0.00 ----- ----- ---- ----- ----- -----
0.00
End

Reservoir Report Page,
Reservoir No. 1 - STORM WETLAND
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
English
Stage
Elevation
Contour area
Incr. Storage
Total storage
ft
ft
sqft
cuft
cult
0.00
3.50
35,147
0
0
0.50
4.00
35,850
17,749
17,749
1.50
5.00
40,113
37,982
55,731
2.50
6.00
44,451
42,282
98,013
3.50
7.00
48,863
46,657
144,670
Culvert / Orifice Structures
[A] IBl [C] [D]
Rise in
= 30.0
3.3
0.0
0.0
Span in
= 30.0
3.3
0.0
0.0
No. Barrels
= 1
1
0
0
Invert El. ft
= 3.50
3.50
0.00
0.00
Length ft
= 45.0
0.1
0.0
0.0
Slope %
= 0.22
0.00
0.00
0.00
N-Value
= .013
.013
.000
.000
orif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= -----
No
No
No
Stage / Storage / Discharge Table
Weir Structures
[A]
[B]
[C]
[D]
Crest Len ft
= 6.0
10.0
0.0
0.0
Crest El. ft
= 4.50
7.80
0.00
0.00
Weir Coeff.
= 3.00
3.00
0.00
0.00
Eqn. Exp.
= 1.50
1.50
0.00
0.00
Multistage
= Yes
No
No
No
Tailwater Elevation = 0.00 ft
Note: All aufloxs have been analyzed under inlet and outlet control.
Stage Storage Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
3.50
0.00
0.00 --
--- 0.00
0.00 ---
-- 0.00
0.05
1,775
3.55
0.02
0.01 ---
--- 0.00
0.00 ---
--- 0.01
0.10
3,550
3.60
0.07
0.02 ---
--- 0.00
0.00 ---
--- 0.02
0.15
5,325
3.65
0.14
0.04 ---
--- 0.00
0.00 --- -
--- 0.04
0.20
7,100
3.70
0.23
0.07 ---
--- 0.00
0.00 ---
--- 0.07
0.25
8,875
3.75
0.37
0.09 ---
--- 0.00
0.00 ---
--- 0.09
0.30
10,650
3.80
0.54
0.06 ---
--- 0.00
0.00 ---
--- 0.06
0.35
12,424
3.85
0.64
0.11 ---
--- 0.00
0.00 ---
--- 0.11
0.40
14,199
3.90
0.75
0.13 ---
-- 0.00
0.00 ---
--- 0.13
0.45
15,974
3.95
1.01
0.16 -•-
--- 0.00
0.00 ---
--- 0.16
0.50
17,749
4.00
1.15
0.17 ---
--- 0.00
0.00 ---
- 0.17
Continues on next page...

STORM WETLAND
Page 2
• Stage / Storage / Discharge
Table
Stage
Storage
Elevation
Clv A
Clv B Clv C
Clv D Wr A
Wr B Wr C Wr D
Discharge
ft
cuft
ft
cfs
cfs cfs
cfs cfs
cfs cfs cfs
cfs
0.60
21,547
4.10
1.64
0.19 ---
--- 0.00
0.00 --- ---
0.19
0.70
25,346
4.20
2.01
0.21 ---
--- 0.00
0.00 ---
0.21
0.80
29,144
4.30
2.42
0.23 ---
--- 0.00
0.00 --- ---
0.23
0.90
32,942
4.40
2.85
0.24 --
--- 0.00
0.00 --- ---
0.24
1.00
36,740
4.50
3.30
0.26 ---
--- 0.00
0.00 --- ---
0.26
1.10
40,538
4.60
3.77
0.27 ---
--- 0.57
0.00 --- ---
0.84
1.20
44,336
4.70
4.24
0.29 ---
--- 1.61
0.00 --- ---
1.90
1.30
48,134
4.80
4.96
0.30 ---
--- 2.96
0.00 --- ---
3.26
1.40
51,933
4.90
5.43
0.31 ---
--- 4.55
0.00 --- ---
4.87
1.50
55,731
5.00
5.89
0.32 ---
--- 6.36
0.00 -- ---
6.22
1.60
59,959
5.10
6.34
0.34 -
-- 8.37
0.00 --- --
6.67
1.70
64,187
5.20
6.76
0.35 ---
--- 10.54
0.00 --- ---
7.10
1.80
68,415
5.30
7.15
0.36 ---
--- 12.88
0.00 --- ---
7.50
1.90
72,644
5.40
7.50
0.37 ---
--- 15.37
0'.00 --- ---
7.87
2.00
76,872
5.50
7.97
0.38 ---
--- 18.00
0.00 --- ---
8.35
2.10
81,100
5.60
8.36
0.39 ---
--- 20.77
0.00 --- ---
8.74
2.20
85,328
5.70
8.56
0.40 ---
--- 23.66
0.00 --- ---
8.96
2.30
89,556
5.80
8.85
0.41 ---
--- 26.68
0.00 --- ---
9.26
2.40
93,785
5.90
9.00
0.42 ---
--- 29.82
0.00 --- ---
9.41
2.50
98,013
6.00
8.96
0.43 ---
--- 33.07
0.00 -- ---
9.39
2.60
102,679
6.10
12.71
0.44 ---
--- 36.43
0.00 --- --
13.14
2.70
107,344
6.20
15.58
0.44 ---
--- 39.90
0.00 --- ---
16.02
2.80
112,010
6.30
17.99
0.45 ---
--- 43.47
0.00 --- ---
18.45
2.90
116,676
6.40
20.12
0.46 ---
--- 47.14
0.00 --- --
20.58
3.00
121,341
6.50
22.05
0.47 ---
--- 50.91
0.00 --- ---
22.52
3.10
126,007
6.60
23.82
0.48 ---
--- 54.78
0.00 --- ---
24.29
3.20
130,673
6.70
25.46
0.49 --
- 58.74
0.00 --- ---
25.95
3.30
135,338
6.80
27.01
0.49 -
--- 62.79
0.00 --- ---
27.50
3.40
140,004
6.90
28.47
0.50 ---
--- 66.93
0.00 --- ---
28.97
3.50
144,670
7.00
29.86
0.51 ---
--- 71.15
0.00 --- ---
30.37
...End

Hydrograph Report Page,
English
Hyd. No. 6
10-YR POST
Hydrograph type
= Reservoir
Peak discharge
= 6.48 cfs
Storm frequency
= 10 yrs
Time interval
= 6 min
Inflow hyd. No.
= 4
Reservoir name
= STORM WETLAND
Max. Elevation
= 5.06 ft
Max. Storage
= 58,118 cuft
6tarage Indloadon method used.
Total Volume = 156,438 cult
Hydrograph Discharge Table
Time
Inflow
Elevation
Clv A
Civ B
Clv C Clv D Wr A
Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs
cfs cfs cfs
cfs cfs cfs cfs
756
21.64
4.41
2.88
0.24
---- ----- -----
----- ----- - 0.24
792
8.47
5.04
5.07
0.33
----- ----- 7.15
----- ----- ----- 6.40
828
5.44
5.04
6.07
0.33
----- ----- 7.15
----- ----- ----- 6.40
864
4.48
4.97
5.76
0.32
----- ----- 5.85
----- ----- ----- 5.83
900
3.88
4.90
5.45
0.31
- --- 4.62
--- -- -- 4.91
936
3.34
4.85
5.21
0.31
----- ----- 3.81
- --- 4.11
972
2.76
4.81
5.02
0.30
----- ----- 3.15
----- ----- ----- 3.45
1008
2.36
4.78
4.79
0.30
----- . .....2.63
----- ----- ----- 2.93
1044
2.09
4.75
4.58
0.29
---- ---- 2.25
----- ----- 2.54
1080
1.82
4.72
4.41
0.29
----- ----- 1.92
----- ---- ----- 2.21
1116
1.60
4.70
4.26
0.29
--- -- 1.64
-- ----- ----- 1.93
1152
1.51
4.69
4.18
0.28
---- ----- 1.47
----- ---- ----- 1.75
1188
1.43
4.67
4.12
0.28
----- ----- 1.34
----- ----- ----- 1.62
1224
1.35
4.66
4.07
0.28
----- ----- 1.23
----- ----- ----- 1.51
1260
1.26
4.65
4.03
0.28
---- ----- 1.14
----- -- - 1.42
1296
1.17
4.65
3.98
0.28
----- -- 1.05
- - -- 1.33
1332
1.17
4.64
3.95
0.28
- - 0.97
- - - 1.24
1368
1.15
4.64
3.94
0.28
- - 0.94
- - - 1.22
1404
1.03
4.63
3.91
0.28
----- ----- 0.88
----- ----- ----- 1.15
1440
0.96
4.62
3.87
0.28
----- ----- 0.80
----- ----- ----- 1.08
1476
0.24
4.60
3.78
0.27
---- ---- 0.59
----- ----- ----- 0.87
1512
0.00
4.56
3.59
0.27
----- --- 0.36
--- - 0.63
1548
0.00
4.53
3.45
0.26
--- --- 0.19
----- ----- - 0.45
1584
0.00
4.51
3.35
0.26
--- -- 0.06
----- ----- ----- 0.32
1620
0.00
4.50
3.28
0.26
----- ----- -----
----- ----- ----- 0.26
1656
0.00
4.48
3.21
0.25
----- ----- -----
----- ----- ----- 0.25
1692
0.00
4.47
3.15
0.25
---- ---- -----
----- _-__ _____ 0.25
1728
0.00
4.45
3.08
0.25
---- ----- --
----- - 0.25
1764
0.00
4.44
3:02
0.25
- - - -__
__ _____ 0.25
1800
0.00
4.42
2.95
0.25
---- ----- -----
----- ----- ----- 0.25
1836
0.00
4.41
2.89
0.24
- - -
-- - - 0.24
1872
0.00
4.40
2.83
0.24
----- ----- -----
----- ----- ----- 0.24
1908
0.00
4.38
2.77
0.24
----- - -
-- ----- ----- 0.24
1944
0.00
4.37
2.71
0.24
----- - - --
----- ----- 0.24
1980
0.00
4.36
2.66
0.24
--- --- ----
----- ----- ----- 0.24
2016
0.00
4.34
2.60
0.23
----- ----- -----
----- ----- ----- 0.23
Continues on next page...

10-YR POST
Page 2
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs cfs cfs cfS cfs cfs
cfs
2052
0.00
4.33
2.54
0.23 ----- ----- ----- ----- ----- -----
0.23
2088
0.00
4.32
2.49
0.23 ----- ----- ----- ----- ----- -----
0.23
2124
0.00
4.30
2.43
0.23 ---- --- ---- ----- ----- -----
0.23
2160
0.00
4.29
2.38
0.22 - -- -- - -
0.22
2196
0.00
4.28
2.33
0.22 ----- -- - - - -
0.22
2232
0.00
4.26
2.28
0.22 ----- ----- ----- ----- ----- -----
0.22
2268
0.00
4.25
2.23
0.22 ----- ----- ----- ----- ----- -----
0.22
2304
0.00
4.24
2.18
0.22 ----- ----- ----- ----- ---- -----
0.22
2340
0.00
4.23
2.13
0.21 ----- ---- ----- ---- ----- -----
0.21
2376
0.00
4.22
2.08
0.21, - - - - - - -
0.21
2412
0.00
4.20
2.03
0.21 --- --- - - - -
0.21
2448
0.00
4.19
1.98
0.21 ---- ----- ----- ----- ----- -----
0.21
2484
0.00
4.18
1.94
0.20 ----- ----- ----- ----- ----- -----
0.20
2520
0.00
4.17
1.90
0.20 ----- ----- ----- ----- ----- -----
0.20
2556
0.00
4.16
1.86
0.20 ---- ----- - -- - -
0.20
2592
0.00
4.15
1.81
0.20 --- ----- ---- ----- ---- -----
0.20
2628
0.00
4.13
1.77
0.20 -- -- - - --- -----
0.20
2664
0.00
4.12
1.73
0.19 -- -- ----- ----- ---- -----
0119
2700
0.00
4.11
1.69
0.19 ----- ----- ----- ----- ----- -----
0.19
2736
0.00
4.10
1.66
0.19 ----- ---- ---- ----- ---- -----
0.19
2772
0.00
4.09
1.60
0.19 ----- ----- ----- ----- --- -----
0.19
2808
0.00
4.08
1.55
0.18 - - -- ----- -----
0.18
2844
0.00
4.07
1.50
0.18 ----- ----- ---- ----- ----- -----
0.18
2880
0.00
4.06
1.45
0.18 ----- ----- ---- ----- ----- -----
0,18
2916
0.00
4.05
1.40
0.18 ----- ----- ----- ----- ----- -----
0.18
2952
0.00
4.04
1.35
0.18 ---- ----- --- ----- ----- -
0.18
2988
0.00
4.03
1.30
0.17 ----- ---- ----- ----- ----- -----
0.17
3024
0.00
4.02
1.25
0.17 ---- ---- --- ----- ----- -----
0.17
3060
0.00
4.01
1.20
0.17 ----- ----- ---- ----- ----- -----
0.17
3096
0.00
4.00
1.16
0.17 ---- ----- ----- ----- ----- -----
0.17
3132
0.00
3.99
1.13
0.17 ----- ---- ----- ----- ----- -----
0.17
3168
0.00
3.98
1.10
0.16 ----- ---- ----- - - -----
0.16
3204
0,00
3.97
1.07
0.16 -- - -- -
0.16
3240
0.00
3.96
1.04
0.16 ---- ----- ---- ----- ---- -----
0.16
3276
0.00
3.95
1.01
0.16 ----- ---- ---- ----- ----- -----
0.16
3312
0.00
3.94
0.97
0.15 ----- ----- ---- ----- ----- -----
0.15
3348
0.00
3.93
0.92
0.15 ---- ----- ----- ----- ----- -----
0.15
3384
0.00
3.92
0.88
0.14 -- - - - - -
0.14
3420
0.00
3.92
0.83
0.14 -- ---- - - - -- -
0.14
3456
0.00
3.91
0.79
0.14 -- ---=- ----- ----- ----- ----
0.14
3492
0.00
3.90
0,75
0.13 ----- ----- ----- ----- ----- -----
0.13
3528
0.00
3.89
0.73
0.13 ----- ----- ----- ----- ---- -----
0.13
3564
0.00
3.88
0.71
0.12 ---- ----- -- - ----- -----
0.12
3600
0.00
3.88
0.70
0.12 - - -- - -- -
0.12
3636
0.00
3.87
0:68
0.12 -- - - -
0.12
3672
0.00 ' .
3.86
0.67
0.11 - - -- ----- -----
0.11
3708
0.00
3.85
0.65
0.11 ----- ----- ----- ----- -----
0.11.
3744
0.00
3.85
0.64
0.10 ----- ----- ---- ----- ----- -----
0.10
3780
0.00
3.84
0.62
0.10 ----- ----- ----- ----- ----- -----
0.10
Continues on next page...

10-YR POST Page 3
Hydrograph Discharge Table
Time Inflow Elevation CIv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow
(min)
cis
ft
cfs
cfs cis cis cfs cis cis cis
cis
3816
0.00
3.75
0.36
0.09 ----- ----- ----- ----- ----- -----
0.09
3852
0.00
3.74
0.34
0.09 ----- ----- ----- ----- ----- -----
0.09
3888
0.00
3.73
0.31
0.08 ----- ----- ----- - --- ---- -•---
0.08
3924
0.00
3.72
0.29
0.08 -- -- - ---- ----- -----
0.08
3960
0.00
3.71
0.27
0.08 -- -- -- - ___ __
0.08
3996
0.00
3.71
0.25
0.07 --- ----- ----- ----- - -
0.07
4032
0.00
.3.70
0.23
0.07 ---- ----- ----- ----- - -----
0.07
4068
0.00
3.69
0.22
0.07 ----- ----- ---- ----- ----- -----
0.07
4104
0.00
3.69
0.21
0.07 ---- ----- ----- ----- ___ __
0.07
4140
0.00
3.70
0.22
0.07 ----- - - - - -----
0.07
4176
0.00
3.70
0.23
0.07 ---- - ----- ----- - -----
0.07
4212
0.00
3.71
0.25
0.07 ----- ----- ----- - -----
0.07
4248
0.00
3.71
0.26
0.08 ----- ----- ----- ----- ----- -----
0.08
4284
0.00
3.72
0.28
0.08 ----- ----- ----- ----- ----- -----
0.08
4320
0.00
3.72
0.29
0:08 ---- ----- ----- ----- ----- -----
0.08
4356
0.00
3.73
0.31
0.08 --- --- ---- ----- - -
0.08
4392
0.00
3.74
0.33
0.09 ---- - - - - -----
0.09
4428
0.00
3.74
0.35
0.09 ----- ----- ----- ----- ----- -----
0.09
4464
0.00
3.75
0.36
0.09 ----- ----- ----- ----- ----- -----
0.09
4500
0.00
3.74
0.35
0.09 ---- ---- ___ ____ _____
0.09
4536
0.00
3.74
U4
0.09 ----- ----- ----- ----- ----- -
0.09
4572
0.00
3.73
0.32
0.09 --- ----- ----- ----- - -
0.09
4608
0.00
3.73
0.31
0.08 --- ---- ----- ----- ---- -----
0.08
4644
0.00
3.72
0.29
0.08 ----- ---- ----- ----- ----- -----
0.08
4680
0.00
312
0.28'
0.08 --- ----- ----- -- -----
0.08
4716
0.00
3.71
0.27
0.08 ----- ---- ----- ----- - -
0.08
4752
0.00
3.71
0.26
0.07 --- ----- ----- ---- - -----
0.07
4788
0.00
3.70
0.24
0.07 ---- ---- ---- ----- ----- -----
0.07
4824
0.00
3.70
0.23
0.07 ----- ----- ----- ----- ----- -----
0.07
4860
0.00
3.70
0.22
0.07 - - ---- ----- ----- -----
0.07
4896
0.00
3.69
0.22
0.07 -- --- - _ ___ ____
0.07
..End

Reservoir Report Page 1
Reservoir No. 1 - STORM WETLAND
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
English
Stage
Elevation
Contour area
Incr. Storage
Total storage
ft
ft
sgft
cult
cult
0.00
3.50
35,147
0
0
0.50
4.00
35,850
17,749
17,749
1.50
5.00
40,113
37,982
55,731
2.50
6.06
44,451
42,282
98,013
3.50
7.00
48,863
46,657
144,670
Culvert / Orifice Structures
[A] [B] [C] [D]
Rise in
= 30.0
3.3
0.0
0.0
Span in
= 30.0
3.3
0.0
0.0
No. Barrels
= 1
1
0
0
Invert El. ft
= 3.50
3.50
0.00
0.00
Length ft
= 45.0
0.1
0.0
0.0
Slope %
= 0.22
0.00
0.00
0.00
N Value
= .013
.013
.000
.000
Drif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= ----
No
No
No
Stage / Storage / Discharge Table
Weir Structures
[A]
[B]
[C]
[D]
Crest Len ft
= 6.0
10.0
0.0
0.0
Crest El. ft
= 4.50
7.80
0.00
0.00
Weir Coeff.
= 3.00
3.00
0.00
0.00
Eqn. Exp.
= 1.50
1.50
0.00
0.00
Multistage
= Yes
No
No
No
Tailwater Elevation = 0.00 ft
Note: All outflows have been analyzed under inlet and outlet control.
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
3.50
0.00
0.00 -
--- 0.00
0.00 ---
--- 0.00
0.05
1,775
3.55
0.02
0.01 -
- 0.00
0.00 --
--- 0.01
0.10
3,550
3.60
0.07
0.02 ---
--- 0.00
0.00 ---
--- 0.02
0.15
5,325
3.65
0.14
0.04 ---
--- 0.00
0.00 ---
--- 0.04
0.20
7,100
3.70
0.23
0.07 --
--- 0.00
0.00 --
--- 0.07
0.25
8,875
3.75
0.37
0.09 -
--- 0.00
0.00 --
-- 0.09
0.30
10,650
3.80
0.54
0.06 -
--- 0.00
0.00 ---
--- 0.06
0.35
12,424
3.85
0.64
0.11 ---
--- 0.00
0.00 ---
--- 0.11
0.40
14,199
3.90
0.75
0.13 ---
- 0.00
0.00 ---
--- 0.13
0.45
15,974
3.95
1.01
0.16 ---
-- 0.00
0.00 ---
--- 0.16
0.50
17,749
4.00
1.15
0.17 ---
--- 0.00
0.00 ---
--- 0.17
Continues on next page...

STORM WETLAND Page 2
• Stage / Storage / Discharge Table
Stage
Storage
Elevation
Clv A
Clv B
Clv C Clv D Wr A
Wr B Wr C
Wr D Discharge
ft
cuft
ft
cfs
cfs
cfs cfs cfs
cfs cfs
cfs cfs
0.60
21,547
4.10
1.64
0.19
--- --- 0.00
0.00 ---
--- 0.19
0.70
25,346
4.20
2.01
0.21
-- --- 0.00
0.00 ---
--- 0.21
0.80
29,144
4.30
2.42
0.23
--- --- 0.00
0.00 ---
--- 0.23
0.90
32,942
4.40
2.85
0.24
--- --- 0.00
0.00 --
--- 0.24
1.00
36,740
4.50
3.30
0.26
--- -- 0.00
0.00 ---
-- 0.26
1.10
40,538
4.60
3.77
0.27
--- --- 0.57
0.00 ---
0.84
1.20
44,336
4.70
4.24
0.29
--- --- 1.61
0.00 ---
-- 1.90
1.30
48,134
4.80
4.96
0.30
--- --- 2.96
0.00 ---
--- 3.26
1.40
51,933
4.90
5.43
0.31
--- --- 4.55
0.00 ---
--- 4.87
1.50
55,731
5.00
5.89
0.32
--- -- 6.36
0.00 ---
--- 6.22
1.60
59,959
5.10
6.34
0.34
--- --- 8.37
0.00 ---
--- 6.67
1.70
64,187
5.20
6.76
0.35
--- --- 10.54
0.00 ---
-- 7.10
1.80
68,415
5.30
7.15
0.36
-- --- 12.88
0.00 ---
--- 7.50
1.90
72,644
5.40
7.50
0.37
--- --- 15.37
0.00 ---
--- 7.87
2.00
76,872
5.50
7.97
0.38
--- --- 18.00
0.00 ---
--- 8.35
2.10
81,100
5.60
8.36
0.39
--- --- 20.77
0.00 ---
--- 8.74
2.20
85,328
5.70
8.56
0.40
--- --- 23.66
0.00 ---
--- 8.96
2.30
89,556
5.80
8.85
0.41
--- --- 26.68
0.00 ---
--- 9.26
2.40
93,785
5.90
9.00
0.42
--- --- 29.82
0.00 ---
--- 9.41
2.50
98,013
6.00
8.96
0.43
-- -- 33.07
0.00 ---
--- 9.39
2.60
102,679
6.10
12.71
0.44
--- --- 36.43
0.00 ---
--- 13.14
2.70
107,344
6.20
15.58
0.44
--- --- 39.90
0.00 ---
--- 16.02
2.80
112,010
6.30
17.99
0.45
--- --- 43.47
0.00 ---
--- 18.45
2.90
116,676
6.40
20.12
0.46
--- -- 47.14
0.00 ---
--- 20.58
3.00
121,341
6.50
22.05
0.47
--- --- 50.91
0.00 ---
--- 22.52
3.10
126,007
6.60
23.82
0.48
--- --- 54.78
0.00 ---
--- 24.29
3.20
130,673
6.70
25.46
0.49
--- 58.74
0.00 ---
--- 25.95
3.30
135,338
6.80
27.01
0.49
- --- 62.79
0.00 -
-- 27.50
3.40
140,004
6.90
28.47
0.50
--- -- 66.93
0.00 ---
--- 28.97
3.50
144,670
7.00
29.86
0.51
--- --- 71.15
0.00 ---
--- 30.37
...End

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It I

Connell, Brad
From:
Connell, Brad
Sent:
Friday, February 24, 2017 8:56 AM
To:
'[e-mail]'
Cc:
Brownlow, Roy; Bodnar, Gregg
Subject:
revisions request for Town of Trent Woods storm water project application
Attachments:
Agent Form for Permit Applications.doc
Importance: High
Mr. Avolis,
This application package is thorough and well prepared. However, there are some necessary items that you need to
address prior to the DCM accepting this application complete and ready for processing. They are as follows:
1. Project Narrative: please elaborate on the need to impact Zone 1 of the DWR buffer, Section 404 Wetlands, and
the 30' AEC with the rip rap and inlet structure (please note that if the proposed development is relocated
landward of the 30' AEC, then no LAMA permit is required);
2. Form DCM MP-1, 1: please provide the name(s) of contact person(s);
3. Form DCM MP-1, 6d: please provide a copy of the deed for the town's easement;
4. Form DCM MP-1, 6f: please include their contact phone numbers;
5. Form DCM MP-1, 6h: please provide a signed agent authorization form (attached);
6. Form DCM MP-1, 61b: please submit 27 copies of work plan drawings that are larger than 11" by 17";
7. Form DCM MP-2, E&F table: please revise the rip rap fill impacts to coincide with what is proposed on the work
plan drawings;
8. Form DCM MP-2, 1: this section is not applicable;
9. Form DCM MP-2, 2a-b: please give the location and spoil area dimensions;
10. Form DCM MP-2, 3: please answer relative to the proposed rip rap revetment;
11. Form DCM MP-4: this form is not applicable to this project, please omit;
12. Form DCM MP-5: this form is not applicable to this project, please omit;
13. Work Plan Drawings: please show the North arrow, please label the 30' Public Trust Shoreline AEC (the same
location as the DWR Zone 1 buffer), and please include a vicinity map for the spoil location.
Your cooperation and attention to this is greatly appreciated. If you have any questions in the interim while the DCM
awaits these changes to the application from you, please do not hesitate to contact me.
Respectfully,
Brad Connell
Field Representative
NC Division of Coastal Management
httD://Dortal.ncdenr.org/web/cm/dcm-home
[phone] ext. 214
Brad.Connell@ncdenr.¢ov
IL--'Nothing Compares.-

AVOLIS ENGINEERING. P.A.
P.O. Box 15564 - New Bern, North Carolina 28561 • Office: 252.633.0068
February 9, 2017
Mr. Brad Connell
Field Representative
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Hawthorne Road Drainage Improvements, Town of Trent Woods, NC
Dear Brad:
Enclosed please find our submittal for the above -referenced project. As you recall, this is
the same project that we had the scoping meeting for at DEQ in late 2016.
We are initially just providing two drawing copies for your review/initial comment. Let
us know if everything looks complete and we will send in the remaining copies with any
changes.
The purpose of this project is to resolve a long time flooding issue in the Town as a result
of no drainage outlet. This project would provide a drainage outlet to Wilson Creek
through the stream buffer. These plans provide a design for a constructed wetland to treat
the stormwater runoff and to take the place of the stream buffer. I have included in our
package all of the appropriate calculations and completed applications for the helpful
information that they may provide.
We will be submitting the sedimentation and erosion control plan separately to the NC
DEQ Land Quality section.
Should you have any questions or require any additional information, please do not
hesitate to give me a call.
cc: Ms. Nan Holton, Town Clerk, Town of Trent Woods
RECEIVED
FEB 14 2017
Email: [e-mail] FA52W.WD CITY

Manor Pi&r'Mif Fee'
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I. Private, non-commercial
$250
100% ($250)
0% ($0)
development that does not
involve the filling or
excavation of any wetlands
or open water areas
Public q�rGa a oral
L tl'LQ' {^
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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, or D below applies
f 'ter ate tlo'
.in"ecaqCl�yiiei)"o
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Certification No. 3490 (See
attached) can be applied
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acM Mr-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Town Of Trent Woods
Project Name (if applicable)
Hawthorne Road Drainage Improvements
Applicant 1: First Name
MI
Last Name
i
Applicant 2: First Name
MI kj
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
898 Chelsea Road
PO Box
City
New Bern
NC
ZIP
28562
Country
Craven
Phone No.
252-637-9810 ext.
FAX No.
252-637.7088
Street Address (d different from above)
City
State
ZIP
Email
2. AgentlContractor Information
Business Name
Avolis Engineering, PA
Agent(Contractor 1: First Name
MI
Last Name
Joseph
C
Avolis
Agentl Contractor 2: First Name
MI
last Name
Mailing Address
PO Box
City
State
15564
New Bern
NC
ZIP
Phone No. 1
Phone No. 2
28561
252 - 633 - 0068 ext.
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
5405 Morton Road
New Bern
NC
28562 -
Email
[e-mail]
<Form continues on back>
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Form DCM MP-1 (Page 2 of 4)
1
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Craven
Hawthorne Road
Town Street
Subdivision Name
city
State
zip
N/A
Trent Woods
NC
28562 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 637 - 9810 ext.
WA, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Nauss
Wilson Creek
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
Wilson Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of Trent Woods
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
60
117,189
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
8.5 Feet ®NHW or ❑NWL
e. Vegetation on tract 1
Wooded r
\`
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adiacent to the proposed project site.
The project is located in a residential neighborhood with a combination of single-family homes and woodlands.
In. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-20
(Attach zoning compliance certificate, if applicable)
®Yea [--]No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(it) Are there coastal wetlands on the site? ❑Yes ®No
(lii) If yes to either (i) or (it) above, has a delineation beenconducted? ®Yes [-]No
(Attachdocumentation, if available) i:ftlir,4 ,t Brody-l.-'&0-ZO(?. 00
n. Describe existing wastewater treatment facilities.
Town has vacuum sewer system - this project generates no wastewater.
o. Describe existing drinking water supply source.
Public Water System - Project requires no water supply.
p. Describe existing storm water management or treatment systems.
Stormwater is collected in roadside drainage swales.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Pdvate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project proposes to correct a long time draiange and flooding issue in the Hawthorne Road area. A piped outlet will be
constructed to Wilson Creek after treatment in a stormwater wetland constructed by this project. The project will be
maintained by the Town.
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.
A wooded site will have to be cleared to construct the stormwater wetland. Along with the piping installation, required
equipment will be a dozer, trackhoe, dump trucks and backhoe.
d. List all development activities you propose.
Construct stormwater wetland. r i
Construct outlet pipe to Wilson Creek. \ l
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? 3.25 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
All discharge will be residential stormwater after treatment in a constructed wetland.
I. Will wastewater or stormwater be discharged into a wetland? ®Yes []No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
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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, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Joyce C. Hall Phone No.
Address 5100 Meadowbrook Drive. New Bern, NC 28562
Name Marvin Mulliniz, Jr. Phone No.
Address 212 Barksdale Lane, New Bern, NC 28562
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notes for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
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 in/formation provided in this application is truthful to the best of my knowledge.
Date � /0 Print Name Charles
/F,. Tyson, Jr. - Mayor
Signature
Please indicate application attachments pertaining to your proposed project. �a
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
252-808-2808 :: 1-888-4RCOAST :: www. nccoastai management. not

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
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
360
Width
160
Avg. Existing
NA
NA
0
Depth
Final Project
NA
NA
4.5
Depth
1.
EXCAVATION
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
cubic yards.
Loamy Sand
None
c.
(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 (SB),
7.300
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
j\\
OWL ®None
(il) Describe the purpose of the excavation in these areas:
Build stornwater wetland on upland location.
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
Permitted Offsite Borrow Pit
N/A
c.
(1) Do you claim title to disposal area?
d. (1) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Trent Woods Recreation Site
e. (I) Does the disposal area indude any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands W-)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
III) Describe the purpose of disposal in these areas:
Excavated material will become property of contractor.
f. (1) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(ill If yes, how much water area is affected?
252-800-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12126106

3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead ❑Riprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (1) Has there been shoreline erosion during preceding 12
months?
[]Yes []No ❑NA
(if) If yes, state amount of erosion and source of erosion amount
information.
In. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(if) Amount of material to be placed In the water
(lit) Dimensions of fill area _
(Iv) Purpose of fill
a. How will excavated or fill material be kept on site and erosion
controlled?
Erosion control measures include silt fencing and grassing.
c. (1) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(if) If yes, explain what type and how they will be implemented.
Date )
Hawthorne Road Drainage Improvements
Project Name.
_ ••. �'�+' Y .I$� + .3ivdn�d.-mom Ytid vL i!rF'vit' m
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WI-)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(11) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Dozer, trackhoe, backhoe and dump truck.
d. (1) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No []NA
(11) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Charles F. Tyson, Jr. - Mayor
Signature
252.808.2808:: 1-888.4RCOAST:: Ww ,nccoastalmanaaemert.net revised:12/26106

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.
Constructed stornwater wetland and storrnwater piping
only.
c. Density (give the number of residential units and the units per
acre).
N/A - No new development.
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
(ii) If yes, list the date submitted: Pending submittal after buffer
approval
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
None
j. Describe proposed method of sewage disposal.
No sewage generated.
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).
Residential slornwater. Piped discharge at Wilson Creek
following treatment in a constructed wetland.
b. Number of lots or parcels.
None
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3.5 Acres
f. List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
No impervious surfaces by this project.
r
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
[]Yes ®No ❑NA
(it) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
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Form OCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A - No drinking water required.
o. When was the lots) platted and recorded?
1965
Date t
Hawthorne Road Drainage Improvements
Project Name
Charles F. Tys , Jr. - Mayor
Applicant Nw � ,
Applicant Signature J
n. (1) Will water be impounded? ®Yes ❑No []NA
(il) If yes, how many acres? 0.75 acres in upland location.
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
252-808-2808 :: 1.888-4RCOAST :: www.necoastalmanaaement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Govemmenl ❑Private/Community
®This section not applicable
b. (i) Will the facility be open to the general public?
[-]Yes []No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? []Yes ❑No
(if) Number
If yes:
(iii) Length
(11) Number
(iv) Width
(iii) Length
(v) Floating ❑Yes ❑No
(iv) Width
(v) Floating []Yes ❑No
e. (1) Are Platforms included? ❑Yes ❑No
f. (i) Are Boatlifts included? []Yes ❑No
If yes:
If yes:
(II) Number
(ii) Number
(III) Length
(III) Length
(iv) Width
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (1) Number of slips proposed
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
_
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips') only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
1. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
e
❑Open water; dredging for basin and/or channel
❑Open water; no dredging required f--,
[]Other; please describe: I
k. Typical boat length: I. (1) Will the facility be open to the general public?
❑Yes []No
m. (1) Will the facility have tie pilings?
[]Yes []No
(II) If yes number of be pilings?
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Form DCM MP-4 (structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed. ,q
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. j
j. What will be the manna policy on overnight and live -aboard dockage? l
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
252-808-2808 :: 1-888-1RCOAST :: vvvvw.nccoastalmanaaement.net revised: 12/27/06

Form QCM MP-4 (structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (W L)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marina/docking facility located within or within dose proximity to any shellfish leases? []Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ❑This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
III) Number
(III) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) El This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Government ❑Private/Community,
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
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Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
e. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No ❑NA
(II) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
8. OTHER El This section not applicable
a. Give complete description:
�
Date
Hawthorne Road Drainage Improvements
Project Name
Charles F. Tyson, Jr.,- Mayor
Applicant Name
Applicant Signature
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Form ON 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 ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ❑PublicJGovemment ❑Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? []Yes []No
If yes,
(ii) Length of existing bridge:
(III) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) WIII all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? []Yes ❑No
If yes,
(II) Length of existing culvert: _
(lii) Width of existing culvert:
(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)
9. 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
If yes, explain: increasing the existing navigable opening? [--]Yes ❑No
If yes, explain:
k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes []No
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: ! 1
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
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Forth I)CM MP-5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
❑Yes []No
If yes,
(ii) 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)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes []No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No
If yes,
(it) 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)
9. Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain:
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,
(ii) 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,
(ii) 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:
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 (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SS
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
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Form DCM MP-S (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:
(ii) Dimensions of the spoil disposal area:
(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 (SAVs), 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:
g. (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 on high -ground? ❑Yes ❑No
If yes,
(ii) Avg. length of area to be filled: _
(III) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (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 wedands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
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 ❑No
If yes, explain: If yes, explain: Traffic will be rerouted to opposite
directions where the roadway is cut and patched at pipe
crossings.
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the r•
approval or certification.
1
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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,
dregline, backhoe, or hydraulic dredge)?
Dozer, dump truck, 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.
d. How will excavated or fill material be kept on site and erosion
controlled?
Silt fencing, grassing.
f. 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.
) Z /% (/&
Date
Hawthorne Road Drainage Improvements
Project Name
Charles F. Tyson, Jr. - Mayor f�
— .-....
Applicant N me
Applican ignature
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Town of Trent Woods
LOCATION OF PROJECT SITE: The project is located adjacent to the headwaters of
Wilson Creek near the intersection of Hawthorne Road and W. Wilson Creek Drive, in
Trent Woods, Craven County.
Latitude: 35' 5'7.52"N Longitude: 77° 6'32.28"W
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 2/22/17
Was Applicant or Agent Present —No
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 2/15/17
Office — MHC /
SUE DESCRIPTION: / 1(\
( Local Land Use Plan —1�96 Crav bunty (6/21 ) 7v130126aq
Land Classification from LUP —Developed
(B) AEC(s) Involved: PTS
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — none
Planned - N/A
(F) Type of Development: Existing — none
Planned - storm water treatment system
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
(A) Wetlands 83 ft2
(B) High Ground 37,300 ftz
(E) Total Area Disturbed: 37,383 ft2
(F) Primary Nursery Area: No
(G) Water Classification: C; Sw; NSW Open: No
(H) Cultural Resources: None
Project Summary: The applicant wishes to construct a storm water treatment
system for public use adjacent to the headwaters of Wilson Creek, Craven County.

Field Investigation Report:
Trent Woods
- Page 2
Narrative Description:
The property is located adjacent to the headwaters of Wilson Creek at the end of Hawthorne Road in
Trent Woods, Craven County. This property is currently undeveloped. The adjacent surrounding
properties are developed with private, single-family residential dwellings.
The elevation of the high ground of the parcel is about 8.5' above the normal water level (nwl).
Vegetation on the parcel mainly consists of native deciduous trees and wetland plant species. There
are no Coastal Wetlands within the project area. The 2.7-acre town parcel's ROW has approximately
60' of continuous shoreline along Cypress Lake, connecting to the headwaters of Wilson C/le
Immediate offshore water depths adjacent to the parcel range from —1' to —3' normal water(NWL). The subaqueous substrate is soft without shell. '-C�� e-z- AV- co�a-s" w- %e4 3t'
There is not a cultural resource in the nearby vicinity of the project area. This waterbody is
approximately 340' across at this location. These inland waters are not classified as a Primary
Nursery Area. Submerged aquatic vegetation is not present at this location. This area is closed to
shellfish harvest and is classified as C; Sw; Nutrient Sensitive Waters. There is not a defined Federal
Channel in the nearby vicinity of this project area. This project area is subject to the Neuse River
Riparian Buffer Rules.
Proposed Development:
is (Ater'wc
The applicant wishes to construct a storm water Ere"eat systemladjacent to the headwaters of
Wilson Creek, near New Bern. The proposed development would take place on the Town of Trent
Woods' property at the end of Hawthorne Road, Craven County. The roposed development would
serve this community at large.
The proposed storm water wetland would be approximately 1 acre (7,300 ft2) dug out of high ground.
This proposed wetland area would have I 2-cell storm water ="system with a piped outlet to
the shoreline of Cypress Lake. Th�1,0'
ean pipe would be located within the Hawthorne Road
ROW and would be approximatelwards the shoreline of Cypress Lake. The outlet would
be surrounded by a 11' by 13' rip rap protection apron terminating approximately 1' landward of the
normal water level. Traditional bucket -to -truck construction methods would be utilized to perform the
proposed work. The excavated high ground material would be disposed of at 608 fiver Road in Trent
Woods. The disposal area would be 100' by 100' of high ground within this uni ipal park. f
Anticipated Impacts:
The proposed rip rap would fill 83 square feet of Section 404 Wetlands. The proposed piping and
storm water pond will impact approximately 37,300 square feet of high ground.
Traditional construction methodology will be utilized during the construction of this project.
Traditional silt fencing will be used for sedimentation and erosion control. No turbidity impacts
Brad Connell March 3, 2017 Morehead City

Field Investigation Report:
Trent Woods
Paee 3
are anticipated during construction.
There is not a cultural resource in the nearby vicinity of the project area. This project area is
subject to the Neuse River Riparian Buffer Rules. These waters of Wilson Creek are not
classified as a Primary Nursery Area and the presence of submerged aquatic vegetation was not
observed. This area is closed to shellfish harvest and is classified as C; Sw; Nutrient Sensitive
Waters. There is not a defined Federal Channel near the project area.
Brad Connell March 3, 2017 Morehead City