SW8050518_Historical File_20050913

�OF WA1.49p Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
Ex 7�
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
r Division of Water Quality
September 13, 2005
Mr. J. Michael Moore, Town Manager
Town of Surf City
214 N. New River Drive
Surf City, NC 28445
Subject: Stormwater Permit No. SW8 050518
Surf City Community Park and Recreation Center
High Density Project
Pender County
Dear Mr. Moore:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Surf City Community Park and Recreation Center on September 9, 2005. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 050518 dated September 13, 2005, for the construction of the
subject project:
This permit shall be effective from the date of issuance until September 13, 2015, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements In this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone].
Sincerely,
Ed` d Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:IWQSISTORMWATERIPERMIT1050518.sept05
cc: Susan Haber Sayger, P.E., EDA, P.A.
Ren Holt, Pender County Building Inspections
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us Nor+.hCarolina
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper Niah(AdY

State Stormwater Management Systems
Permit No. SW8 050518
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
J. Michael Moore and the Town of Surf City
Surf City Community Park and Recreation Center
Pender County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 13, 2015, and
shall be subject to the following specified conditions and limitations:
L DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2.. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 94,090 square feet of
impervious area in a drainage area of 3.25 acres (the "High Density Tract"). The
remaining project area of 19.75 acres (the "Low Density Tract") must be
maintained at 25% built -upon area, as required by Section .1005 of the
stormwater rules.
3. The High Density Tract will be limited to the amount of built -upon area indicated
on page 3 of this permit, and per approved plans. There is no allotment for future
built -upon area.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted High Density Tract of this
project must be directed into the permitted stormwater control system.
Page 2of8

State Stormwater Management Systems
Permit No. SW8 050518
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions:
a. Drainage Area, Gres: 3.25
Onsite, fV 141,570
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 94,090
G. Design Storm inches: 1
9 ,5
d. Pond Depth, feet: 3
e. TSS removal efficiency: 85%
f. Permanent Pool Elevation, FMSL: 25
g. Permanent Pool Surface Area, ft2: 112,322
h. Permitted Storage Volume, ft3: 359,704
i. Temporary Storage Elevation, FMSL: 28
j. Controlling Orifice: (2) 24 and (1) 36"0 pipe
k. Permitted Forebay Volume, ft3: N/A
I. Receiving Stream/River Basin: Becky's Creek / Cape Fear
M. Stream Index Number: 18-87-8
n. Classification of Water Body: "SA:;HQW"
7. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
8. The only runoff conveyance systems allowed within the Low Density Tract will be
vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V)
as defined in the stormwater rules and approved by the Division.
9. No piping is allowed in the Low Density Tract except that minimum amount
necessary to direct runoff beneath an impervious surface such as a road or to
provide access.
10. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.��
11. Roof drains in the Low Density Tract must terminate at least 30 �C
High Water line. Roof drains in the High Density Tract must be G
connected to the stormwater management system.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entire►
vegetated and operational for its intended use prior to the construction ly
built -upon surface. Projects in the Low Density Tract covered by this permit will
maintain a minimum 30 foot wide vegetative buffer between all impervious areas
and surface waters.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 050518
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
a. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
b. The falling water from the.fountain must be centered in the pond, away
from the shoreline.
C. The maximum horsepower for a fountain in this pond is 3/4 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 050518
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
14. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
15. The permittee shall at all times provide the operation and maintenance
necessary in the Low Density Tract to operate the permitted stormwater
management systems at optimum efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
16. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 050518
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit'does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 13 day of September 2005.
NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1 J
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 050518
Surf City Community Park and Recreation Center
Stormwater Permit No. SW8 050518
Pender County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 050518
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system ar% provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Ren Holt, Pender County Building Inspections
Page 8 of 8

QFRCE USE 0INLY
Date Received
Fee Paid
Permit Number
=/
d(9dna d 7
SWv o 05
/. '/' A# 1("r, State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Town of Surf City, Town Manaqer: Mr. J. Michael Moore.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. J. Michael Moore, Town Manager, Town of Surf City
3. Mailing Address for person listed in item 2 above:
214 N. New River Drive
City: Surf City State: NC Zip: 28445
Telephone Number: ( 910 ) 328-4131
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Surf City Communiy-_ ark and Recreation Center
5. Location of Project (street address):
JH Batts Road
City: Surf City County: Pender
6. Directions to project (from nearest major intersection):
From corner of NrSR 210150, ape rp ox 4 deg 26 min N; 77 deg 33 min 32 sec.
Proceed in a southwesterly direction on JH Batts Road approx. 0'.35 miles to said
property locate -:to the North of J13 Batts Road
7. Latitude: 34 deg. 26 min. 19 . Longitude: 77 deg. 3 / ,,,� �Lo�
sec. N of project W of proj �
8. Contact person who can answer questions about the project:
Name: Sue Sayger - EDApa Telephone Ni 3y.432(oll 1-77•5(oL(773L�,
II. PERMIT INFORMATION: 0—t+ ?3pA� = s(Z� (O� a
1. Specify whether project is (check one): X X New
Form SA U-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number_ Not ARp1 i cahl a and its issue date (if known)
Specify the type of project (check one):
Low Density XX High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major _MSedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. ,.p the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(®ne ,to. -two pages) describing stormwater management for the project.
This project consists of a slab on grade metal building to be used for recreational purposes for the Town of Surf City.
Pender County. A Natural System Report was performed by EcoScience in September 2004 Per the report, the
project includes no stream reaches to the Class SA HOW of Topsail Sound Additionallythe Wilmington Dastrict,
USACE has determined there are no jurisdictional wetlands on the
----► (continued on back)
2. 'gtofmwaier runoff from this project drains to the q River basin.
3. Total Project Area: 23 acres acres 4. Project Built Upon Area: 9.4 % %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If. there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Pond
Becky'sOn-site
flow and
JN/A
Receiving Stream Class
N/A
and SA
Drainage Area
j, 2' acres
2 a.z a re S
Existing Impervious* Area
p
Proposed Impervious *Area
2.16 acr
% Impervious* Area (total)
0 9 I� I
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
.39 acres
On -site Streets
On -site Parking
On -site Sidewalks
.14 acres
Other on -site
acres.33
Off -site
Total: 2_16Total:
NZA
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Creek
Form SWU-101 Version 3.99 Page 2 of 4

(continued)
property, Action ID 200500145. A section of the site (where no development is proposed) is closed and,
_capped, solid waste (hermit Number 7101) landfill The erosion and sediment control plan submitted to
DNER under separate cover is explicit in detail to flag and honor disturbance limits regarding the landfill
Currently, the 23-acre site is heavily wooded and includes a pond approximately 250 feet by 450 feet Of
the 23 acres, the proposed project includes 6.9 acres of disturbed area and 2.16 ac of built upon and there
are NO DISCRETE stormwater collection systems we will treat the stormwater with the�h� densi
option. The design honors the original drainage divides and stormwater, which will be treated with,
vegetated convevance, including overland flow, existing channels and two large 100 and 200 vegetated
b_Li ffers,4hd wO, d•{enf,.npondt,

7. How was the off -site impervious area listed above derived? From Electronic drawing file (Auto CAD )
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP s
• Permit application processing fee of $420 (payable to NCDENR) '3 5 — 't so
• Detailed narrative description of stormwater treatment/management S 5
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend '
- North arrow
- Scale
- Revision number & date.-.
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIE. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide
information on your behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
City: State: Zip:
Phone: () Fax: ( )
VIII. APPLICANT'S CERTIFICATION
J. AKJC.Jd,tC� A-f,OGAt
I, (print or type name of person listed in General Information, item 2) , 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 will be recorded, and that -the proposed project complies
with the requirements of 15A NCAC 2H .1000.
Signa 1a Date:
Form SWU-101 Version 3.99

11�1 I WJ'
❑.- Dimensioned property/project boundary
❑.- Location map with named streets or NCSR numbers
❑: Original contours, proposed contours, spot elevations, finished floor elevations
❑.- Details of roads, drainage features, collection systems, and stormwater control
measures
❑.- Wetlands delineated, or a note on plans that none exist
❑.- Existing drainage (including off -site), drainage easements, pipe sizes, runoff
calculations
❑.- Drainage areas delineated
❑: Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide
information on your behalf, please complete this section.
Designated agent (individual or firm): C p o PA � s U e A'V'_3 S ^ Y a m
Mailing Address: 3 0► C o M a&q- c c a v NJ S u o T E l 0 2
w7wvt M V 2 i tt G& P c l f"j
City: State: N. c Zip: 2 6,3 5 7
Phone: () Fax: () f , 2�� - 24'7- 2 f 4,7 {=1c ; 2-5-2- - 24 7- 6fv71
VIII. APPLICANT'S CERTIFICATION
T. Ail c.A RQL- kK, coo u c5
I, (print or type name of person listed in General Information, item 2) , 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 will be recorded, and that the proposed project complies
with the requirements of 15A NCAC 2H .1000.
Signatur . -�_ Date: S-O S
Form SWU-101 Version 3.99
Arr �6,-r4

Permit No. SW 2 D 60512
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Surf City Community Parks & Recreation Center
Contact Person: Sue Sayger, PE Phone Number: (252 ) 247-2127
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
22
ft.
(floor of the basin)
Permanent Pool Elevation
25
ft.
(elevation of the orifice)
Temporary Pool Elevation
28
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 112 , 322
sq.
(water surface area at the orifice elevation)
Drainage Area
Z
z-site and off -site drainage to the basin)
Impervious Area
2.16
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
tither parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
236,733 cu. ft. (combined volume of main basin and forebay)
359,704 cu. ft. (volume detained above the permanent pool)
0 cu. ft. (approximately 20% of total volume)
.59 (surface area to drainage area ratio from DWQ table)
2-24n+ 1-36'in. (2 to 5 day temporary pool draw -down required)
4 in.
85 % (minimum 85% required)
Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
See Justi f i calloThe forebay volume is approximately equal to 20% of the basin volume.
!�!2 c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
N/A e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
!_ f. The basin length to width ratio is greater than 3:1.
f2�2 g. The basin side slopes above the permanent pool are no steeper than 3:1.
75 h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
1*5 i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
N/A k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
N/ 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
7� in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ! does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 22.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads N/A feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
0 Permanent Pool Elevation 2 5 _ a
------
Sediment oval El. N/A 75 0
----. N/A ---- -- Sediment Removal Elevation 22.5 5%
Bottom Ele ation N/A %---------------------------------------------1-25%
------
Bottom Elevation 99
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: J . Michael Moore
Title: Town Manager
ddN. New RjyPr Drive, Surf City, NC 28445
Phone: [phone]
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, lJ,� ,u � jE - C'C,v, ,tip , a Notary Public for the State of /70 rq'-A Ca
County of r-t 4.#'- � , do hereby certify that I chit e 1 M 0 o r e-
Lt,
personally appeared before me this `i'- day of `'YAc&y IODIS , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires fv"\�n c>a , aD09
Form SWU-102 Rev 3.99 Page 4 of 4

9PA Pa
. I , north Carolina
Architects ❑ Engineers ❑Planners RECEIVED
Mr. Paul Bartlett CEP 005
Customer Service Center - WiR.O Sw e 19
North Carolina Department of Environment and Natural Resources °-
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Surf City Community Park and Recreation Center Stormwater Permit
EDA Project # 2004425
Paul,
Attached is the remaining item required for the Surf City Community Park and Recreation Center
stormwater review permit application. The 23-acre site is heavily wooded and includes an existing
wet pond, with a permanent pool surface area of over 2.6 acres, three feet of permanent pool depth,
a length -to -width ration to 2.5:1 and a 10-foot vegetated perimeter shelf. Attached are the
calculations for the existing pond, signed and sealed. These calculations include a full routing of
the existing pond, accounting for the new imperviousness surfaces. As you can see in the routing,
due to the large amount of volume in the existing pond, additional runoff from the new
imperviousness has little effect on existing conditions. The 25-year event is completely contained
within the existing pond. All other issues from your review have been addressed.
Thank you for your guidance with the North Carolina Department of Environment and Natural
Resources request for stormwater permit. If you have questions or need any additional information,
please feel free to call at the numbers below.
Sincer
Y�
a 8Vt
an Ha Sa ger, PE
vil En eer
DA pa
Ra%igh
Greenvil e
Iacksonvil e
�7
4140 Parklake Avenue
201 West First Street
901 Hargett Street
Suite 300
Raleigh NC 27612
Suite 202
Greenville, NC 27858
Suite D
J ksonville, NC 28540
Ph: 919.781.1083
Ph: 252.758.3138
Ph: 910.455.1620
Fax: [phone]
Fax: [phone]
Fax: [phone]
Email: raar&FIDApa.com
Email: P ag(&FDApa.com
Email: edai(@EDApa.com
Wadatanonllcad12004415SURF MYRECCENMlmglneesYngle eipmdmcelpennitloompe itobartlet.doc
Morehead City
301 Commerce Avenue
Suite 102
Morehead City, NC 28557
Ph: 252.247.2127
Fax: [phone]
Email: edam(a7EDAga.com

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
f ction Id. 200500145 County: Pender U.S.G.S. Quad: Holly Ridge
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: The Town of Surf City
Address: Post Office Box 2475
Surf City, NC 28445
Telephone No.:
Agent: Corri Faguin, .
Eco Science Corporation
1101 Haynes Street; Suite 101
Raleigh, NC 27604
[phone]
Property description:
Size (acres) approx. 25 acres Nearest Town Surf Ci�
Nearest Waterway Beckys Creek River Basin Intracoastal Wa a
USGS HUC Coordinates N 34.4410 W 77.5658
Location description The property is located in headwaters of Becim Creek, on the north side of J.H. Batts Road, off
Hwy 210/50, at the old Surf City land fill, north of Surf City, Pender County, North Carolina.
Indicate Which of the Following Ainfly:
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
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 and Section 404 of the Clean Water Act. 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 wetlands on the above described property 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.
_ We strongly suggest you have the wetlands on.your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide -an accurate depiction of all areas subject to CWA 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.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . 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 There are no waters of the U.S. to include wetlands present on the above described Property which are subiect 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 by 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 subiect to regulation under the Coastal Area Management
Act (CAMA). You should contact the Division of Coastal Management in Wilmington NC at [phone] to
-- determine their requirements.
Page 1 of 2

Action ID: g0 05001 V S
�y
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a vioiation of Section 301 of the Clean Water Act (33 USC § 1311). if you have any questions regarding this
determination and/or the Corps regulatory program, please contact Lillette Granade at (910) 2514829.
Basis For Determination: Determination is based on information Provided by Corri Faquin of Eco Science Corporation
and a field visit by Lillette Granade on October 13, 2004.
Remarks: There are two isolated wetland areas approximately 0.34 and 0.04 acres in size on the above described
property. The Corps of Enaineers does not have jurisdiction over this area. The State of North Carolina does have
iurisdiction over this wetland and any activities in this wetland are subiect to the State's regulations. Please contact Mr.
John Dornev with the North Carolina Division of Water Ouality at 1650 Mail Service Center, Raleigh, North Carolina
27699 before doing any work in this area.
Corps Regulatory Official: . AA
Date November 11, 2004
Corps Regulatory Official (Initial): X
Expiration Date November 11, 2009
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2

SURF CITY STORMWATER RETENTION POND
CALCULATIONS
EDA PROJECT NUMBER 2004425
EDA PROJECT NUMBER 2004425, is the Surf City Community Park and Recreation
Center located in the Town of Surf City, North Carolina. The 23-acre site is heavily
wooded and includes a large, existing wet pond, with a permanent pool surface area of
over 2.6 acres, three feet of permanent pool depth, a length -to -width ratio to 2.5:1 and a
10-foot' vegetated perimeter shelf. In keeping with the NCDENR Stormwater
regulations, we are using the large pond to treat the storm run-off from the project. These
calculations include a full routing of the existing pond, accounting for the new
imperviousness surfaces. Per the routing, due to the large amount of volume in the
existing pond, additional runoff from the new imperviousness has little effect on existing
conditions. The 25 year event is completely contained within the existing pond.
EDA PA NORTH CAROLINA
301 Commerce Ave., Suite 102
Morehead City, NC 28557
252-247-2127
SEAL
2 553�
o � O
aX>
RECEIVED
Scoe o� r�
BY:

SMADA 6.0 for Windows
'Watershed Information
Watershed Total Area (acres)
:3.26
Impervious Area (acres)
:2.16
Time of Concentration (min)
:10.0
% Impervious Directly Connected
:50.00
Additional Abstraction
Over Pervious Area (inches)
:1.00
Over Impervious Area (inches)
:0.00
Infiltration Characteristics:
Max Infiltration Capacity (in)
:252.00
SCS Curve Number for Pervious
:50
Initial Abstraction Factor
:0.20

Stage
Storage
Weir 1 Q Weir 2 Q
Discharge
(ft).
--- =--------------------------------------------------------
(ar-ft)
(cfs)
(cfs)
(cfs)
25.00
1.14
0.00
0.00
0.00
26.00
2.58
5.00
0.00
5.00
28.00
2.85
21.42
0.00
21.42
30.00
3.24
30.29
0.00
30.29
Weir Numberl
Type
Circular
orifice
Equation
Q =
C*A*2g^.5*H^n
Weir Invert (ft)
25.00
C: 0.60
n: 0.50
Orifice
Diameter
(ft) 2.00
2j5-

--=------=------------------------------
Time . Time Rain Cumulative
(hr) HEM (in) (in)
----------------------------------------
0.500 00030 0.041 0.041
1.000 00100 0.049 0.090
1.500 00130 0.049 0.139
2.000 00200 0.049 0.188
2.500 00230 0.049 0.237
3.000 00300 0.049 0.286
3.500 00330 0.049 0.335
4.000 00400 0.057 0.392
4.500 00430 0.065 0.457
5.000 00500 0.065 0.522
5.500 00530 0.065 0.588
6.000 00600 0.065 0.653
6.500 00630 0.082 0.735
7.000 00700 0.082 0.816
7.500 00730 0.082 0.898
8.000 00800 0.082 0.980
8.500 00830 0.106 1.086
9.000 00900 0.114 1.200
9.500 00930 0.131 1.331
10.00 01000 0.147 1.478
10.50 01030 0.180 1.657
11.00 01100 0.269 1.927
11.50 01130 0.384 2.310
12.00 01200 3.102 5.413
12.50 01230 0.588 6.001
13.00 01300 0.335 6.335
13.50 01330 0.229 6.564
14.00 01400 0.171 6.735
14.50 01430 0.139 6.874
15.00 01500 0.114 6.988
15.50 01530 0.106 7.095
16.00 01600 0.098 7.192
16.50 01630 0.098 7.290
17.00 01700 0.082 7.372
17.50 01730 0.082 7.454
18.00 01800 0.073 7.527
18.50 01830 0.065 7.593
19.00 01900 0.065 7.658
19.50 03.930 0.065 7.723
20.00 02000 0.057 7.780
20.50 02030 0.049 7.829
21.00 02100 0.049 7.878
21.50 02130 0.049 7.927
22.00 02200 0.049 7.976
22.50 02230 0.049 8.025
23.00 02300 0.049 8.074
23.50 02330 0.049 8.123
24.00 00000 0.041 8.164
8.16
3/7

Hydrograph
-------•----�---
Time Time
(hr) HHMM
---------------
0.500
1.000
1.500
2.000
2.500
3.000
3.500
4.000
4.500
5.000
5.500
6.000
6.500
7.000
7.500
8.000
8.500
9.000
9.500
10.00
10.50
11.00
11.50
12.00
12.50
13.00
13.50
14.00
14.50
15.00
15.50
16.00
16.50
17.00
17.50
18.00
18.50
19.00
19.50
20.00
20.50
21.00
21.50
22.00
22.50
23.00
23.50
24.00
24.50
00030
00100
00130
00200
00230
00300
00330-
00400
00430
00500
00530
00600
00630
00700
00730
00800
00830
00900
00930
01000
01030
01100
01130
01200
01230
01300
01330
01400
01430
01500
01530
01600
01630
01700
01730
01800
01830
01900
01930
02000
02030
02100
02130
02200
02230
02300
02330
00000
00030
Type :SCS 256 Hydrograph
------------------------------------
Rain C Rain Infiltration Excess
(in) (in) (in) (in)
0.041
0.049
0.049
0.049
0.049
0.049
0.049
0.057
0.065
0.065
0.065
0.065
0.082
0.082
0.082
0.082
0.106
0.114
0.131
0.147
0.180
0.269
0.384
3.102
0.588
0.335
0.229
0.171
0.139
0.114
0.106
0.098
0.098
0.082
0.082
0.073
0.065
0.065
0.065
0.057
0.049
0.049
0.049
0.049
0.049
0.049
0.049
0.041
0.000
0.041
0.090
0.139
0.188
0.237
0.286
0.335
0.392
0.457
0.522
0.588
0.653
0.735
0.816
0.898
0.980
1.086
1.200
1.331
1.478
1.657
1.927
2.310
5.413
6.001
6.335
6.564
6.735
6.874
6.988
7.095
7.192
7.290
7.372
7.454
7.527
7.593
7.658
7.723
7.780
7.829
7.878
7.927
7.976
8.025
8.074
8.123
8.164
8.164
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.012
0.044
0.044
0.055
0.055
0.055
0.055
0.071
0.076
0.087
0.098
0.117
0.162
0.205
1.009
0.117
0.060
0.039
0.028
0.022
0.018
0.016
0.015
0.014
0.012
0.012
0.010
0.009
0.009
0.009
0.008
0.006
0.006
0.006
0.006
0.006
0.006
0.606
0.005
0.000
0.014
0.016
0.016
0.016
0.016
0.016
0.016
0.019
0.022
0.022
0.022
0.022
0.027
0.027
0.027
0.027
0.035
0.038
0.043
0.049
0.062
0.108
0.179
2.093
0.471
0.274
0.190
0.143
0.117
0.097
0.090
0.083
0.084
0.070
0.070
0.063
0.056
0.056
0.057
0.050
0.043
0.043
0.043
0.043
0.043
0.043
0.043
0.036
0.000
------------------------------------------------------
8.164 2.590 5.235
Totals for Watershed in inches over 3.26 acres
Rational Coefficient = 0.683 Peak Flow (cfs) = 11.17
-----------------------
Excess
Outflow
(cfs)
-----------------------
(cfs)
0.089
0.071
0.107
0.103
0.107
0.107
0.107
0.107
0.107
0.107
0.107
0.107
0.107
0.107
0.124
0.121
0.142
0.139
0.142
0.142
0.142
0.142
0.142
0.142
0.178
0.170
0.178
0.178
0.178
0.178
0.178
0.178
0.231
0.220
0.249
0.245
0.284
0.277
0.320
0.313
0.409
0.391
0.707
0.646
1.176
1.080
13.746
11.168
3.091
5.276
1.801
2.065
1.245
1.359
0.941
1.004
0.766
0.802
0.634
0.661
0.591
0.600
0.547
0.556
0.549
0.549
0.459
0.477
0.460
0.460
0.415
0.424
0.370
0.379
0.370
0.370
0.371
0.371
0.325
0.335
0.279
0.289
0.279
0.279
0.280
0.280
0.280
0.280
0.281
0.280
0.281
0.281
0.281
0.281
0.235
0.244
0.000
0.048
5.235
�f �

Time 'Inflow
(hr), 0(cfs)
0.50 0.07
1.00 0.10
1.50 0.11
2.00 0.11
2.50 0.11
3.00 0.11
3.50 0.11
4.00 0.12
4.50 0.14
5.00 0.14
5.50 0.14
6.00 0.14
6.50 0.17
7.00 0.18
7.50 0.18
8.00 0.18
8.50 0.22
9.00 0.25
9.50 0.28
10.00 0.31
10.50 0.39
11.00 0.65
11.50 1.08
12.00 11.17
12.50 5.28
13.00 2.07
13.50 1.36
14.00 1.00
14.50 0.80
15.00 0.66
15.50 0.60
16.00 0.56
16.50 0.55
17.00 0.48
17.50 0.46
18.00 0.42
18.50 0.38
19.00 0.37
19.50 0.37
20.00 0.33
20.50 0.29
21.00 0.28
21.50 0.28
22.00 0.28
22.50 0.28
23.00 0.28
23.50 0.28
24.00 0.24
24.50 0.05
25.00 0.00
25.50 0.00
26.00 0.00
26.50 0.00
27.00 0.00
27.50 0.00
28.00 0.00
26.50 0.00
29.00 0.00
29.50 0.00
30.00 0.00
30.50 0.00
31.00 0.00
31.50 0.00
32.00 0.00
32.50 0.00
33.00 0.00
33.50 0.00
34.00 0.00
34.50 0.00
Max: 11.17
---------------
Outflow
(cfs)
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.07
0.08
0.09
0.10
0.10
0.11
0.12
0.13
0.13
0.15
0.16
0.17
0.19
0.22
0.27
0.38
1.71
2.26
2.28
2.16
2.01
1.85
1.69
1.54
1.41
1.29
1.19
1.09
1.00
0.92
0.84
0.78
0.72
0.66
0.61
0.57
0.53
0.49
0.46
0.44
0.41
0.37
0.32
0.28
0.24
0.21
0.18
0.15
0.13
0.12
0.10
0.09
0.07
0.06
0.06
0.05
0.04
0.04
0.03
0.03
0.02
0.02
2.28
Initial Pond Volume
Total Inflow Volume
Total Outflow Volume
Total Percolation Volume
Stage
(ft)
25.00
25.00
25.01
25.01
25.01
25.01
25.01
25.01
25.02
25.02
25.02
25.02
25.02
25.02
25.03
25.03
25.03
25.03
25.03
25.04
25.04
25.05
25.08
25.34
25.45
25.46
25.43
25.40
25.37
25.34
25.31
25.28
25.26
25.24
25.22
25.20
25.18
25.17
25.16
25.14
25.13
25.12
25.11
25.11
25.10
25.09
25.09
25.08
25.07
25.06
25.06
25.05
25.04
25.04
25.03
25.03
25.02
25.02
25.02
25.01
25.01
25.01
25.01
25.01
25.01
25.01.
25.01
25.00
25.00
25.46
001.147 ac-ft
001.421 ac-ft
001.416 ac-ft
000.000 ac-ft
Storage
(ac-ft)
1.15
1.15
1.15
1.16
1.16
1.16
1.16
1.17
1.17
1..17
1.17
1.17
1.18
1.18
1.18
1.18
1.19
1.19
1.20
1.20
1..21
1.22
1.25
1.63
1.79
1.80
1.77
1.72
1.68
1.63
1.59
1.55
1.52
1.49
1.46
1.43
1.41
1.39
1.37
1.35
1.33
1.32
1.31
1.30
1.29
1.28
1.27
1.26
1.25
1.24
1.22
1.21
1.20
1.20
1..19
1.18
1.18
1.17
1.17
1.17
1.16
1.16
1.16
1.16
1.16
1.1.5
1.15
1.15
1.15
1.80
Final Pond
Volume
(stage):
001.151
ac-ft
Final Pond
----------
Volume
(calc)
001.153
ac-ft
--------
Difference
(error)
-----------
--------
-000.002
-----------------------
au-ft

DETENTION POND ANALYSIS FILE NAME: G:IDATAIWPDATAIWQSIPOND1050518.WK1
PROJECT #: SW8 050518 REVIEWER: P.Bartlett
PROJECT NAME:
Receiving Stream:
Drainage Basin:
Surf City Comm.Park & Recr.Ctr.
DATE:
Beckys Creek Class:
Cape Fear Index No.
10-Aug-05
SA; HQW
18-87-8
Site Area
23.00 acres
Drainage Area
11';00 9 s><iQ square feet
Area =
11.60
C
acres , �� l
�t
IMPERVIOUS AREAS
OS Bldgs
16988.00
square feet
Rational C
0.95
OS Streets
32670.00
square feet
0.95
1
OS Prkg
OS Sidewalks
23958.00
square feet
0.95
�
6098.00
square feet
0.95
fA
OS Other
14375.00
square feet
0.90
r�+/ ^� i �, 4 QM i' Pre ,
square feet
(3m ",,
TOTAL € Q #
square feet
Rational Cc= V.34�5 �.
SURFACE AREA CALCULATION
% IMPERVIOUS
18.62%
SA/DA Ratio
1.59%
Des. Depth
3
Req. SA
8032 sf
TSS:
85
Prov. SA
i€13i sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?*
1
Des. Storm
I inches
Rv=
0.22
Bottom
22 msl
Perm. Pool
€€€€€ msl
Design Pool
28 msl
Design SA
126000 sf
Req. Volume
i i € -1 i cf
Prov. Volume
'€37` cf
ORIFICE CALCULATION
FOREBAY
Perm. Pool Volume= 236733
Req. Forebay Volume= 47346.6
Provided Volume= 0.00
Percent= €€i€€iii°lri
SA @ _
Elevation=
Avg. Head =
1.00 ft
Q2 Area =
3.70
sq. in.
Flow Q2, cfs
0.124 cfs
Q5 Area =
1.48
sq. in.
Flow Q5, cfs
0.049 cfs
Orifice Area
904.78
sq. in.
No. of Orifices
Q=
30.253
cfs
Diamet r e inches
��� weir
x
in
Drawdown
days
COMMENTS
Surface Area, Volume and Orifice are within Design Guideline:

SW8 050518, Surf City CommPark & Recr.Ctr.
Subject: SW8 050518, Surf City Comm.Park & Recr.Ctr.
From: Paul Bartlett <[e-mail]>
Date: Wed, 20 Jul 2005 15:49:30 -0400
To: [e-mail]
CC: Cameron Weaver <[e-mail]>
Sue,
What is the status of our Request for Additional Information, dated 5/26/05, for the
project? A copy of the Request was also emailed to you on 6/27/05. Is the project
on hold, cancelled?
Paul
1 of 1 7/20/2005 3:50 PM

Re: Surf City Meeting
Subject: Re: Surf City Meeting
From: Paul Bartlett <[e-mail]>
Date: Mon, 27 Jun 2005 08:41:54 -0400
To: [e-mail]
Sue,
Additional Information Request attached.
Paul
[e-mail] wrote:
Paul,
There is no easy way to write this, so I am going fall on my sword...
I am the engineer working on the surf city project and have previously
submited the storm water permit application to you for review of the Town of
Surf City recreation center project. You responded and I believed that I
had responded to your comments. HOwever, I can not find my folder with all
my information. Accordingly, I have to ask if you could kindly fax (252)247
0674 or email (to this address) your comments to me regarding this project,
so that I may address your concerns.
Apologetically,
Sue Sayger
EDA
Content -Type: application/msword'.
518.Ma3r05.doc
Content -Encoding: base64
.... ......... .......................
.. ............. .... ... ..... ...... .........
1 of 1 7/20/2005 3:38 PM

Architects Engineers . Planners
A
i ✓ 1`jk pa
north Carolina
Architects ❑ )engineers ❑ Planners
EDA pa Susan Haber Sayger, PE
Civil Engineer
301 Commerce Avenue Phone: [phone]
Suite 102 Fax: [phone]
Raleigh
Greenville Morehead City, NC 28557 Mobile: [phone]
Customer Service Center — WiRO ' "ffle
Morehead City
North Carolina Department of Environment and Natural Reso
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Cameron Weaver
One Stop Express Permitting Coordinator
RE: EXPRESS PERMIT-STORMWATER
Surf City Community Park and Recreation Center
EDA Project # 2004425
Dear Mr. Weaver,
Emad: ssayger*u EDApa eam
welisite; www.EDApacom
Thank you for your guidance with the North Carolina Department of Environment and Natural
Resources request for Express Permit Review-Stormwater process. Per our earlier meeting with
Ms. Linda Lewis and Mr. Paul Barlett of your office, I have made all revisions to the existing pond
to ensure the pond provides required detention. As detailed in the attached narrative, we are
submitting the proposed Surf City Community Park and Recreation Center project for express
permitting. If you have questions or need any additional information, please feel free to call at the
numbers below.
Since y,
M
San a ayger, PE
ivil 'neer,
EDA pa
Raleigh �
4140 Parklake Avenue
Suite 300
Raleigh, NC 27612
Ph: 919.781.1083
Fax: [phone]
Email: [e-mail]
Greenvil%
201 West First Street
Suite 202
Greenville, NC 27858
Ph: 262.758.3138
Fax: [phone]
Email: edagaEDApa corn
MAY I �Uub
Jacksonville
901 Hargett Street
Suite D
igksonville, NC 28540
Ph: 910.455.1620
Fax: [phone]
Email: edai&FDADa.com
Morelxead City
301 Commerce Avenue
Suite 102
Morehead City, NC 28557
Ph: 252.247.2127
Fax: [phone]
Email: edam(&EDApa.com
II Cadstation] Icad12004425 SURF CITY REC CENTER IengineeringlcorrespondencelpermitlSTORMWATERexpresspermttoweavendoc

EDA north carohna
Architects ❑ Engineers ❑ Planners
WET DETENTION BASIN NARRATIVE
Surf City Community Park and Recreation Center
Surf City, Pender County, North Carolina
INTRODUCTION
The proposed project, the Surf City Community Park and Recreation Center, is located on J.H.
Batts Road approximately 1,700 feet to the west of NC 210, in Surf City, Pender County,
North Carolina (see vicinity map, Sheet CS). The proposed project is to be designed,
permitted, and constructed with grant funding for the Town of Surf City. The grant funding is
extremely time sensitive. Specifically, a significant portion of the grant funding must be
expended by October, 2005 or the funding will be forfeited. Due to the project's grant funding
tight time line requirements, we are requesting this project to be reviewed under the NC
DENR Express Permit Review process.
As seen on the attached site site plan, Sheet C-1, this project is located on a 23-acre parcel, in a
remote area of the Town. The project consists of a slab -on grade metal building to be used for
recreational purposes by the Town of Surf City. In addition, the project includes parking, a
20-foot access road, and utilities — water, sewer and electric. Currently, the majority of the site
is undeveloped. However, a portion of the site, where no development is proposed, is a closed
and capped, solid waste landfill, permit Number 7101.
DESIGN INTENT
The 23-acre site is heavily wooded and includes a large existing wet pond, with a permanent
pool surface area of over 2.6 acres. The existing pond has a three-foot permanent pool depth, a
length -to -width ration to 2.5:1 and a 10-foot vegetated perimeter shelf. There are no existing
or proposed discrete stormwater collection structures. The existing pond will be used to
provide stormwater management and will contain the entire first 1" of rainfall.
As detailed in the attached Wet Detention Basin Supplement,
1. Runoff from the unimproved areas of the project will be allowed to drain through
vegetated areas into the existing surface drainage channels.
2. New areas of impervious areas will drain via overland relief through heavily vegetated
areas to the pond.
3. The pond will contain the first 1" of run-off.
4. The pond allows the first 1" event to pass through the three corrugated metal pipes,
with an emergency spillway to pass the 100 year event.
5. The downstream receiving channel is very large. Its banks are also heavily vegetated.
The outfall structure contains 4'x3' Cl A riprap.
IlCadstation/lcad12004425 SURFC17T REC CEIVTERIengineeringlcorrespondencelpermitlSTORUWATERexpresspermttoweaver.dx

r
EPA pa
north Carolina
Architects ❑ Engineers ❑ Planners
DESIGN CRIFTERIA
The proposed project includes 6.9 acres of disturbed area and 2.16 ac of impervious area.
According to the DWQ Table 1.1 of the NC DENR Best Management Practices, the pond will
provide removal of over 85% total dissolved solids, with an actual SA/DA ratio of 0.79,
greater than the required 0.59.
The design criteria for runoff control volume is the first 1" of run-off volume. Utilizing
rational method, an impervious area of 2.16 acres, the design rainfall volume is 59,000 gal.
With inlet control, the pond controls the design rainfall volume at elevation 25.4. The
permanent pool/wet storage provided is 236,733 cu ft and temporary pool volume of 359,704
cu ft. The provided storage far exceeds the requirements. The draw down of the temporary
pool of the design run-off is two days.
Regarding the required items in the checklist, there is NO discrete stormwater collection
system in the proposed project and all run-off enters the pond via overland relief, along the
entire perimeter of the pond. Under these conditions, a forebay would not provide the benefits
normally provided by a forebay. All sediment will be deposited in a uniform manner along the
entire perimeter and will have to be removed accordingly, when the ponds volume is reduced
25%.
The ponds outlet includes two 24-inch and one 36-inch corrugated metal pipes, with trash rack
and a mechanism to drain the pond for maintenance.
The pond has three feet of permanent pool depth, a length -to -width ratio to 2.5:1 and a 10-foot
vegetated perimeter shelf.
The entire perimeter of the pond above the permanent pool has established vegetated cover.
The pond is not within an easement, as the owner is the Town of Surf City and there are no
access issues.
Erosion and Sedimentation control plan is provided for reference and has been submitted
under separate cover. Per the plan, the basin will not serve as a sediment basin during
construction. All erosion and sediment controls, including sediment traps at the site entrance
have been identified. A sequence of events has been established and limits of disturbance are
identified to be flagged and honored during construction.
IlCadstadon11cad12004425 SURF CITY REC CENTERIengineeringlcorrespondencelpernitlSTORMWATERexpresspermttoweaver.doc

DA north Carolina
Arclutects ❑ Engineers ❑ Planners
ONE STOP EXPRESS PERMITTING NARRATIVE
Surf City Community Park and Recreation Center
The proposed project, the Surf City Community Park and Recreation Center, is located on J.H.
Batts Road approximately 1,700 feet to the west of NC 210, in Surf City, Pender County,
North Carolina (see vicinity map, Sheet CS). The proposed project is to be designed,
permitted, and constructed with grant funding for the Town of Surf City. The grant funding is
extremely time sensitive. Specifically, a significant portion of the grant funding must be
expended by October, 2005 or the funding will be forfeited. Due to the project's grant funding
tight time line requirements, we are requesting this project to be reviewed under the NCDENR
Express Permit Review process.
As seen on the attached site site plan, Sheet C-1, this project is located on a 23-acre parcel, in a
remote area of the Town. The project consists of a slab -on grade metal building to be used for
recreational purposes by the Town of Surf City. In addition, the project includes parking, a
20-foot access road, and utilities — water, sewer and electric.
Earlier in the planning stages of the project (September 2004), a Natural System Report was
performed by EcoScience. In addition, a planning meeting was held on site. In attendance
were Lillette Granade (USAGE), James Gregson (NCDCM), John Crowder (NCDWM), and
Cheryl Marks (NCDWM).
Regarding receiving waters and wetlands, per the report, the project includes no stream
reaches to the Class SA HQW of Topsail Sound. Additionally, the Wilmington District,
USACE has determined there are no jurisdictional wetlands on the property, Action ID
200500145 (Attached).
Currently, the majority of the site is undeveloped. The remaining portion of the site, where no
development is proposed, is a closed and capped, solid waste landfill, permit Number 7101.
Regarding stormwater, 23-acre site is heavily wooded and includes a pond, approximately 250
feet by 450 feet. Of the 23 acres, the proposed project includes 6.9 acres of disturbed area and
2.16 ac of built -upon area. As 9.4% of the total 23 acres of the site will be built -upon and
there are NO DISCRETE stormwater collection systems, we will treat the stormwater with the
low -density option. The design honors the original drainage divides and stormwater, which
will be treated with, vegetated conveyance, including overland flow, existing channels, and
two large 100 and 200 vegetated buffers
Regarding the erosion and sediment, an Erosion and Sedimentation control plan will be
submitted. The proposed plan is explicit in detail. All erosion and sediment controls are
identified, a sequence of events has been established and limits of disturbance are identified to
be flagged and honored during construction.
RECEIVED
11 200
IICADSTATIONIICAD11004423SURF CI77'R6C CENTERIengineertnglcorrespoiulrncelpermitla„fresaperm!eawegvar dr Slap
BY: �

EDA north carolina
Architects ❑ Engineers ❑ Planners
Customer Service Center - WiRO
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Cameron Weaver
One Stop Express Permitting Coordinator
RE: Surf City Community Park and Recreation Center
EDA Project # 2004425
Dear Mr. Weaver,
Thank you for your guidance with the North Carolina Department of Environment and Natural
Resources request for Express Permit Review process. As detailed in the attached narrative, we are
submitting the proposed Surf City Community Park and Recreation Center project for Stormwater,
Erosion and Sedimentation Control, and Non jurisdictional Wetland (401) express permitting.
The site is fairly straightforward; however, there is a certain urgency associated with the project. If
you have questions or need any additional information, please feel free to call at the numbers below.
r
Sincer
an abet Sa ger, PE
ivil�Engneer
Ra16i9h
Greenville
Jacksonville
4140 Parklake Avenue
201 West First street
901 Hargett Street
Suite 300
Raleigh NC 27612
Suite 202
Greenville, NC 27858
Suite D
Jack onville, NC 28540
Ph: 919.781.1083
Ph: 252.758.3138
Ph: 910.455.1620
Fax: [phone]
Fax: [phone]
Fax: [phone]
Email: edar(a7EDA a.eom
Email: [e-mail]
Email: [e-mail]
a.com
Morehead city
301 Commerce Avenue
Suite 102
Morehead City, NC 28557
Ph: 252-247.2127
Fax: [phone]
Email: edam(&EDAna.com
IICADSTATIONIICADI2004425 SURF CIT3' REC CENTERI engineeringL--pondenceloermitierpresspermttoweaven:loc

EcoScience Corporation
1101 Haynes Street, Suite 101 OA
Raleigh, North Carolina, 27604
EcoScience
919-828-3433 919-828-3518 (Fax) 2��
DATE: October 14, 2004
SUBJECT: Meeting Minutes for the Town of Surf City Proposed Recreational Park Agency Meeting
PREPARED BY: Corri Faquin
PARTICIPANTS:
Lillette Granade
USACE
910-251-4634
James Gregson
NCDCM
910-395-3900
[e-mail]
John Crowder
NCDWM
910-395-3900
[e-mail]
Cheryl Marks
NCDWM
919-733-2801 ext.283
[e-mail]
Jerry McCrain
EcoScience
919-828-3433
[e-mail]
Corri Faquin
EcoScience
919-828-3433
[e-mail]
An agency meeting was conducted on October 13, 2UU4 to discuss jurisdictional area issues at the
proposed Town of Surf City recreational area, as well as additional agency considerations. The meeting
provided a forum for input by the various interested parties and entities. The Town of Surf City property
is a former county landfill site, which is currently under consideration as a recreational area for the town.
Major topics of discussion during the meeting are summarized below.
Jurisdictional Area Issues
Lillette Granade (USACE) reviewed the jurisdictional area delineation. Lillette removed depressional
wet areas on top of the landfill cap due to the landfill elevation being approximately 12 to 15 feet above
the original ground elevation. These areas formed as the result of poor grading leaving small depressions
which trap/pond water. In addition, the on -site pond and ditches exiting the pond (parallel to the eastern
property boundary) were removed since these were originally dug within upland areas. The two
remaining wetland areas are considered isolated by Lillette since they are not connected to jurisdictional
surface waters. Therefore, there are no areas on -site which are under jurisdiction of the U.S. Army Corps
of Engineers (see attached, updated Figure 3).
CAMA Issues
James Gregson (NCDCM) reviewed the proposed recreational site location and indicated that the site will
not be under jurisdiction of the N.C. Division of Coastal Management due to its distance from tidal
waters. However, Coastal Area Management Act consistency issues may apply.
Waste Management Issues
John Crowder (NCDWM) and Cheryl Marks (NCDWM) reviewed the old landfill site and indicated that
the site is not technically a brownfield site; however, it will be handled as if it is. The site previously
served as a landfill for Pender County and was permitted as such under permit number 7101 or 7102
(John and Cheryl were unsure which number). The site was recently sold to the Town of Surf City. John

and Cheryl stated that prior to converting the old landfill to a recreational area certain issues must be
investigated further to make certain that the site is safe for reuse. The two main issues are methane and
groundwater; generally methane travels with the groundwater. A site assessment plan must be submitted
to and reviewed by the N.C. Division of Waste Management prior to proceeding with alternative uses of.
the property. Cheryl Marks will be the contact person for fiuher coordination. Cheryl indicated that
these issues generally do not stop site development.
Isolated Wetland Issues
Consultation with the N.C. Division of Water Quality will be necessary prior to any impacts to isolated
wetlands.
If any meeting participants find this memorandum to be in error, please contact Corri Faquin.

ALT,
fA
MCDEMR
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall, Washington NC 27889 [phone] FAX [phone]/f e
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). 4w, V,
FAX or email to Lyn Hardison lyn.hardison0mcmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name: Town Manager: Mr. J. Michael Moore
Company: Town of Surf City
Address: 214 N. New River Dr. City/State: Surf City, North Carolina Zip: 28445 County: Pender
Phone: [phone] Fax: [phone] Email
PROJECT Name: Surf City Community Park and Recreation Center
PROJECT LOCATED IN: Ca a Fear RIVER BASIN
ENGINEER/CONSULTANT: Susan SayQer P.E.
Company: E_ DAP.a.
Address: 301 Commerce Ave. City/State: Morehead City, NC Zip: 28557 County: Carteret
Phone: [phone] Fax: [phone] Email
------------------------------------------------------------------------------------------------------------------------------------------------
❑ STREAM ORIGINATION CERTIFICATION; Stream Name
----------------------------------------------------------------------------------------------------------------------------------
® STORMWATER ® Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
---- -------------------------------------------—�
---------------------------------------------------------------------
❑
COASTAL Excavation & FIII ❑ Bridges & Culverts Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
--------------------------------------------------------------------------------------------------------------------------------
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 6.9 acres to be disturbed.
----------------------------- ---- -------------- --------------- ---------------- ------------------ ------------------- --------------------------- ---------------
® WETLANDS (401) ® No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ®Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES- Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $
/.�-

h
EDA11
11urth rarohna
r'lrchiteds ❑ Enghmers ❑ Planners
ONE STOP EXPRESS PERMITTING NARRATIVE
Surf City Community Park and Recreation Center
The proposed project, the Surf City Community Park and Recreation Center, is located on J.H.
Batts Road approximately 1,700 feet to the west of NC 210, in Surf City, Pender County,
North Carolina (see vicinity map, Sheet CS). The proposed project is to be designed,
permitted, and constructed with grant funding for the Town of Surf City. The grant funding is
extremely time sensitive. Specifically, a significant portion of the grant funding must be
expended by October, 2005 or the funding will be forfeited. Due to the project's grant funding
tight time line requirements, we are requesting this project to be reviewed under the NCDENR
Express Permit Review process.
As seen on the attached site site plan, Sheet C-1, this project is located on a 23-acre parcel, in a
remote area of the Town. The project consists of a slab -on grade metal building to be used for
recreational purposes by the Town of Surf City. In addition, the project includes parking, a
20-foot access road, and utilities — water, sewer and electric.
Earlier in the planning stages of the project (September 2004), a Natural System Report was
performed by EcoScience. In addition, a planning meeting was held on site. In attendance
were Lillette Granade (USACE), James Gregson (NCDCM), John Crowder (NCDWM), and
Cheryl Marks (NCDWM).
Regarding receiving waters and wetlands, per the report, the project includes no stream
reaches to the Class SA HQW of Topsail Sound. Additionally, the Wilmington District,
USACE has determined there are no jurisdictional wetlands on the property, Action ID
200500145 (Attached).
Currently, the majority of the site is undeveloped. The remaining portion of the site, where no
development is proposed, is a closed and capped, solid waste landfill, permit Number 7101.
Regarding stormwater, 23-acre site is heavily wooded and includes a pond, approximately 250
feet by 450 feet. Of the 23 acres, the proposed project includes 6.9 acres of disturbed area and
2.16 ac of built -upon area. As 9.4% of the total 23 acres of the site will be built -upon and
there are NO DISCRETE stormwater collection systems, we will treat the stormwater with the
low -density option. The design honors the original drainage divides and stormwater, which
will be treated with, vegetated conveyance, including overland flow, existing channels, and
two large 100 and 200 vegetated buffers
Regarding the erosion and sediment, an Erosion and Sedimentation control plan will be
submitted. The proposed plan is explicit in detail. All erosion and sediment controls are
identified, a sequence of events has been established and limits of disturbance are identified to
be flagged and honored during construction.
IIC4DSTATI0NhCAD11004415 SURF CITY REC CENTERIengineeringlcorrespondencelpenniilespresspermitowenver.doc

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Yction Id. 200500145 County: Pender U.S.G.S. Quad: Holly Ridge
NOTIFICATION OF JURISDICTIONAL DETERMINATION 0
Property Owner: The Town of Surf City Agent: Corri Faquin\) )
Eco Science Corporation
Address: Post Office Box 2475 1101 Haynes Street, Suite 141
Surf City, NC 28445 Raleigh, NC 27604
Telephone No.: [phone]
Property description:
Size (acres) approx. 25 acres Nearest Town Surf City
Nearest Waterway Beckvs Creek River Basin Intracoastal Waterway
USGS HUC Coordinates N 34.4410 W 77.5658
Location description The property is located in headwaters of Beckvs Creek, on the north side of J li Batts Road off
Hwy 210/50, at the old Surf City land fill north of Surf City, Pender County North Carolina
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
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 and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification..
There are wetlands on the above described property 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.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA 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.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . 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 There are no waters of the U.S. to include wetlands present on the above described property which are subiect 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 Wilmington NC at [phone] to
determine their requirements
Page 1 of 2

Action ID: ;20OS0d i y S"
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Lillette Granade at [phone].
Basis For Determination: Determination is based on information provided by Corri Faguin of Eco Science Corporation
and a field visit by Lillette Granade on October 13, 2004.
Remarks: There are two isolated wetland areas approximately 0.34 and 0.04 acres in size on the above described
yroperty. The Corps of Engineers does not have jurisdiction over this area. The State of North Carolina does have
jurisdiction over this wetland and any activities in this wetland are subiect to the State's regulations. Please contact Mr.
John Dorney with the North Carolina Division of Water Ouality at 1650 Mail Service Center Raleigh, North Carolina
27699 before doing anv work in this area.
Corps Regulatory Official:
Date November 11, 2004 Expiration Date November 11, 2009
Corps Regulatory Official (Initial): p`y�
FOR OFFICE USE ONLY:
■ A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
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A licant: The Town of Surf City File Number: 200500145 Date: November 11, 2004
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
A
permission)
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
C`"IO I°Thy fI6'niifiM lrnra�pvve
d�ci Yuri. Axiditio i`aI ttYi rrizatiarl rrl ybe ri1#�i at http'lii ww.usace:army:mil nefifizncfionslcwlcecwo/reg or
-CoT s regulations at 33 CFR Part 331.
A: INITIAL PR( FFFRED PLkNIIT 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, may request that the
you
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
)ermit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
_paving 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 division engineer. This form must be received by
'je division engineer within 60 days of the date of this notice.

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
)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.
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T ate -. REl;``FPEA. c�`.t7BJEC'T�JS TO A Tl'+1�XAL PROFEREL� PFt1Vi`T E
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.
s-POINT.OF ONTA 'I'"f0 LJES`li1Dl�t " OR`II
O]WATiON:
If you have questions regarding this decision
If you only have questions regarding the appeal process you
and/or the appeal process you may contact:
may also contact:
Mr. Arthur Middleton, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
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.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

EcoScience Corporation
1101 Haynes Street, Suite 101
OA
Raleigh, North Carolina, 27604
EcoScience
919-828-3433 919-828-3518 (Fax) ?___�>
DATE: October 14, 2004
SUBJECT: Meeting Minutes for the Town of Surf City Proposed Recreational Park Agency Meeting
PREPARED BY: Corri Faquin
PARTICIPANTS:
Lillette Granade
USACE
910-251-4634
James Gregson
NCDCM
910-395-3900
[e-mail]
John Crowder
NCDWM
910-395-3900
[e-mail]
Cheryl Marks
NCDWM
919-733-2801 W. 283
[e-mail] - vkaE r, �Ee Cu
Jerry McCrain
EcoScience
919-828-3433
[e-mail]
Corri Faquin
EcoScience
919-828-3433
[e-mail]
An agency meeting was conducted on October 13, 2004 to discuss jurisdictional area issues at the
proposed Town of Surf City recreational area, as well as additional agency considerations. The meeting
provided a forum for input by the various interested parties and entities. The Town of Surf City property
is a former county landfill site, which is currently under consideration as a recreational area for the town
Major topics of discussion during the meeting are summarized below.
Jurisdictional Area Issues
Lillette Granade (USACE) reviewed the jurisdictional area delineation. Lillette removed depressional
wet areas on. top of the landfill cap due to the landfill elevation being approximately 12 to 15 feet above
the original ground elevation. These areas formed as the result of poor grading leaving small depressions
which trap/pond water. In addition, the on -site pond and ditches exiting the pond (parallel to the eastern
property boundary) were removed since these were originally dug within upland areas. The two
remaining wetland areas are considered isolated by Lillette since they are not connected to jurisdictional
surface waters. Therefore, there are no areas on -site which are under jurisdiction of the U.S. Army Corps
of Engineers (see attached, updated Figure 3).
CAMA Issues
James Gregson (NCDCM) reviewed the proposed recreational site location and indicated that the site will
not be under jurisdiction of the N.C. Division of Coastal Management due to its distance from tidal
waters. However, Coastal Area Management Act consistency issues may apply.
Waste Management Issues
John Crowder CNCD'W i) and Cheryl Marks CNCDW-rAi) reviewed the old landfiil site and indicated that
the site is not technically a brownfield site; however, it will be handled as if it is. The site previously
served as a landfill for Pender County and was permitted as such under permit number 7101 or 7102
r (John and Cheryl were unsure which number). The site was recently sold to the Town of Surf City. John

EDA Pa
north carolina
Architects ❑ Engineers ❑ Planners
Customer Service Center — WiRO
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Cameron Weaver
One Stop Express Permitting Coordinator
RE: Surf City Community Park and Recreation Center
EDA Project # 2004425
Dear Mr. Weaver,
Thank you for your guidance with the North Carolina Department of Environment and Natural
Resources request for Express Permit Review process. As detailed in the attached narrative, we are
submitting the proposed Surf City Community Park and Recreation Center project for Stormwater,
Erosion and Sedimentation Control, and Non jurisdictional Wetland (401) express permitting.
The site is fairly straightforward; however, there is a certain urgency associated with the project. If
you have questions or need any additional information, please feel free to call at the numbers below.
Sincerely, /
r'f0 �1 et rI �l fL
Susan jIabe' SaYgy, er PE
VjZivil; Engineer
EDA,�ra
Raleigh Greenville Jacksonville
4140 nrklahe Avenue 201 West First Street 901 Hargett Street
Suite 300 Suite 202 Suite D
Raleigh NC 27612 Greenville, NC 27858 Jaclesonville, NC 28540
Ph: 919.781.1083 Ph: 252.758.3138 Ph: 910.455.1620
Fax: [phone] Fax: [phone] Fax: [phone]
Email: eJar(@EDApa.co Email: edagO)EDApa.eom Email: edaj(0)EDA an eom
Morehead City
301 Commerce Avenue
Suite 102
Morehead City, NC 28557
Ph: 252.247.2127
Fax: [phone]
Email: edamgEDApa.com
II CADSTATION ICAD0004425 SURF CITY REC CENTERI engineeringlcorrerpmdencelpermillezpressperm0oweaver.doc