SW8051138_CURRENT PERMIT_20060111

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

�OF W ATFR p Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P. E. Director
Division of Water Quality
January 11, 2006
Mr. Keith Walker, President
EdenBridge Housing of Morehead City, Inc., Manager
Eden Bridge, LLC
315 Turner Street
Beaufort, NC 28516
Subject: Stormwater Permit No. SW8 051138
Eden Bridge
High Density Subdivision Project
Carteret County
Dear Mr. Walker:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Eden Bridge on January 10, 2006. 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 051138, dated January 11, 2006, for the construction of the project,
Eden Bridge.
This permit shall be effective from the date of issuance until January 11, 2016, 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 Robert
Gordon, or me at [phone].
Sincer
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlydg: S:IWQSISTORMWATIPERMIT1051138.jan06
cc: Ron Cullipher, PE, Stroud Engineering
Katrina Marshall, Carteret County Inspections
Robert Gordon
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-623-6748 one
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NorthCarol/iIla
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Natl�t',/11

State Stormwater Management Systems
Permit No. SW8 051138
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
Mr. Keith Walker & Eden Bridge, LLC
Eden Bridge
Morehead City - Carteret County
FOP, THE
construction, operation and maintenance of 3 wet detention ponds 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 January 11, 2016 and shall
be subject to the following specified conditions and limitations:
I. 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 subdivision is
permitted for 3 lots, each allowed the following built -upon area per lot: lot 1 —
58,054 sf, lot 2 — 65,066 sf. Lot 3 — 18,912 sf.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The runoff from all built -upon area within the permitted drainage area of this
project.must be directed into the permitted stormwater control system.
5. 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.
07o n >of0

State Stormwater Management Systems
Permit No. SW8 051138
6. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
,Units ,
,„w°�Pond I ,r;
Pond"##2 ; £
Pond 43 a
Drainage Area
Acres
2.47
2.53
1.75
Onsite
ft2
107,591
110,439
76,387
Offsite
ft2
0
0
0
Total Impervious Surfaces
58,054
87,173
43,227
Buildings
19,739
0
0
Roads/Parking
34,310
22,107
19,702
Sidewalks
ft2
4,005
0
3,493
Other
0
0
1,120
Future
0
65,066 (lot 2)
18,912 (lot3)
Offsite
0
0
0
Pond Depth
feet
5.0
6.0
4
TSS removal efficiency
%
90
90
90
Design Storm.
inches
1
1
1
Permanent Pool Elevation
FMSL
13.0
13.0
13.2
Permitted Surface Area @PP
ft
5,882
6,375
3,850
Permitted Storage Volume
ft
6,941
7,429
4,645
Storage Elevation
FMSL
14.0
14.0
14.2
Controlling Orifice
"0 pipe
1.25
1.25
1
Permanent Pool Volume
ft
12,109
15,469
6,519
Forebay Volume
ft
3,029
3,005
1,301
Maximum Fountain
HP
1/8
1/8
1/8
Horsepower
Receiving Stream',;F`�Y":;;;;;:
Calico Creek
River Basin=a'e
White Oak
Stream index Number
21-32
Classification of Water Body
SC; HQW
II. SCHEDULE OF COMPLIANCE
13. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
14. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
15. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
16. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
D-,..,. 1 -4: n

State Stormwater Management Systems
Permit No. SW8 051138
5. 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.
f. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
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. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual,
10. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 051138, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is BUA per lot square feet. This
allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front
lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. The runoff from all built -upon area on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters
which drain to the street, grading the lot to drain toward the street, or
grading perimeter swales and directing them into the pond or street. Lots
that will naturally drain into the system are not required to provide these
measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
0-onn A rJ 0

State Stormwater Management Systems
Permit No. SW8 051138
11. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
12. 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.
b. 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.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in any
pond is 1 /8:
14. 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:
b. Any revision to the approved plans, regardless of size.
c. Project name change.
A Transfer of ownership.
e. Redesign or addition to the approved amount of built -upon area.
f. Further subdivision, acquisition, 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.
g. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
14. The Director may determine that other revisions to the project should require a
modification to the permit.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.

State Stormwater Management Systems
Permit No. SW8 051138
17. 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.
18. 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.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
111. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. 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.
4. 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) which have jurisdiction.
5. 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.
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. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Pnno R of 0

State Stormwater Management Systems
Permit No. SW8 051138
9. 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.
Permit issued this the 11 1" day of January , 2006.
NORTH-AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 051138
D-nn,m 7 of 0

State Stormwater Management Systems
Permit No. SW8 051138
Eden Bridge Page 1 of 2
Stormwater Permit No. SW8 051138
Carteret 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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Paris R of Q

State Stormwater Management Systems
Permit No. SW8 051138
Certification Requirements:
Page 2 of 2
.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.
8. 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. Ali required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Paria 0 r%f 0

I
OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
C
c= b s
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):
Eden Bridge LLC
2. Print Owner/Signin Official's name and title (person legally responsible for facility and compliance):
Keith Walker, r n.. , oir,—OF FoEAf s[z1hcE of toy eel h G ti /NC.
MAsSAQv%Z- NEM-1&er. Of: EbEN '%iztbE►E LL-C,
3. Mailing Address for person listed in item 2 above:
315 Turner Street
City: Beaufort State: N.C. Zip: 28516
Telephone Number: ( 252 504-3996
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Eden Bridge Subdivision
5. Location of Project (street address):
Brooks Street
City: Morehead City, North Carolina County: Carteret
6. Directions to project (from nearest major intersection):
From the intersection of U.S. Hwy 70and N.C. 24, take the Bridges Street. Go approximently three miles
Ck,,,, te4 L, tPal- 6r4 ctt yelrl.y goats Ve F,a.PA
7. Latitude: N 34A - 43' Longitude. W 76A - 45' of project
8. Contact person who can answer questions about the project:
Name: Ronald D. Cullipher Telephone Number: ( 252 ] 247-7479
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
✓ New
Form SWU-101 Version 399 Page 1 of 4
Renewal Modification

r
2. If this application is being submitted as the result or a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density ✓ High Density Redevelop Cencral Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major ✓ Sedimentation/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. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will sheet flow to area drop inlets before being piped to the proposed
stormwater pond.
k1 � O--'F C�- 2. Stormwater runoff from this project drains to the KlCW PQ&M ?N L'R River basin.
3. Total Project Area: 6.767 acres 4. Project Built Upon Area: 66.38
5. How many drainage areas does the project have? 3
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
it 2_ Drainage Area to , 3
Receiving Stream Name
Calico Creek
eAIICd CreeV
Receiving Stream Class
SC
S C
S G
Drainage Area
107,591.00
Existing Impervious* Area
0
Proposed Impervious*Area
58,054.00
8 1r
43 as
% Impervious* Area (total)
53.96%
'% 8.9.3010
S9- �Zo
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
19739
u""
-Q nTZ
t
On -site Streets.
0
A9 0 17
dui
On -site Parking
34,310
V
On -site Sidewalks
4,005
3q 93
Other on -site
0
ado
Oft' -site
0
91
Total: 58,054.00
Total:
y3 aa'
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99
Page 2 of 4
r.;Vgc- LoT 3
b%u; 6Y7WSd0 rJS

7. How was the off -site impervious area listed above derived? NIA
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.
Lor 2 , 90°lo 1-4P 66, 0&6 sr Ler 3 r 80" 1-fP 18191Z sr
2. No more than square feet of any lot all 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 ofswimming 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 tire stormwater control system shall he 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

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.
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 (71�c
• One copy of the applicable Supplement Form(s) for each BMP t?'AC'
• Permit application processing fee of $420 (payable to NCDENR) pC'
• Detailed narrative description of stormwater treatment/management
• 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)
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)
Mailing Address: 151-A Hwy 24
City: Morehead City
Phone: ( 252 ) 247-7479
Stroud Engineering, P.A.
VIII. APPLICANT'S CERTIFICATION
State:
NC Zip:
Fax: ( 252 ) 247-4098
28557
I, (print or type nante of person fisted in General Information, item 2) Keith Walker, President
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project ill be constr ted in conformance with the approved plans, that the required deed restrictions
and protective enantis will b recorded, and that the proposed project complies with the requirements of 15A
ntr n r �u s n n jjjjjj
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
� l3 0�
Date: I

1
Permit No. 5tJF 3 5i )3y
(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.
1. PROJECT INFORMATION
Project Name: Eden Bridge Subdivision
Contact Person: Keith Walker Phone Number: (252 ) 504-3996
For projects with multiple basins, specify which basin this worksheet applies to: Pond No. 1
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
8.0 ft. (floor of the basin)
13.0' ft. (elevation of the orifice)
14.0' ft. (elevation of the discharge structure overflow)
5882 sq. fit. (water surface area at the orifice elevation)
2.47 ac. (on -site and off -site drainage to the basin)
1.33 ac. (on -site and off -site drainage to the basin)
12,109 cu. ft. (combined volume of main basin and forebay)
6,941 cu. ft. (volume detained above the permanent pool)
3,029 cu. ft. (approximately 20% of total volume)
3.90 (surface area to drainage area ratio from DWQ table)
1.25 in. (2 to 5 day temporary pool draw -down required)
1.0 IIl.
90.0 % (minimum 85°o required)
Form SWU-102 Rev 3.99 Page I of 4

Fr) ntnntPc-
When using the Division SAIDA tables, the correct SAIDA 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.
2 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.
H. 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 21­1 .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).
�L bC b. The forebay volume is approximately equal to 20% of the basin volume.
Z� C c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
fJ �A e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
�DC f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
-26Q h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
P_t6C i. Vegetative cover above the permanent pool elevation is specified.
YaC' j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
�aC 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.
Zt`Y.. m. 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) 0 does Vdoesnot incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Maintenance activities shall be performed as follows:
1. 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 �� feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads *Ufeet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0
Permanent Pool Elevation 13•0
Sediment RVoval�'75 0---
Sediment Removal Elevation 9�75%
tiottam g o �,�-----------zs�io--
--------------------------------
Bottom Elevation
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. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
Title:
Addre�
Phone:
Signati
Date: la f o92A0-5-
of EDUN Za-.bGe �aus,N
or Nor 4104o C.
N �e Q paµber OF'
tr LC—
ya I&IjuC,a L
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.
1, L,- W 0 CA i\q F , a Notary Public for the State of �)ll 07 t,-1 C (a izyc I n ck.,
County of CQ. A � , 0 e r, , do hereby certify that fte , - W e) kc.2
personally appeared before me this _g day of Jpps, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
��� ...,..... Oti •,�
A, ;92 .
•m-
L
SEAL
My commission expires o12L 2Y,
Form S W U-102 Rev 3.99 Page 4 of 4

Permit No. S c-)SoS l 13 8
(to he provided by DTVQ)
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 he photocopied for use as an original
DWQ 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.
1. PROJECT INFORMATION
Proiect Name: Eden Bridge Subdivision
Contact Person: Keith Walker Phone Number: 252
For projects with multiple basins, specify which basin this worksheet applies to:.
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
E~orebay Volume
Other parameters
SAIDAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
504-3996
Pond No. 2
TO ft. (floor of the basin)
13.0 ft. (elevation of the orifice)
14.0 ft. (elevation of the discharge structure overflow)
6,375 sq. ft. (water surface area at the orifice elevation)
2.54 ac. (on -site and off -site drainage to the basin)
2.00 ac. (on -site and off -site drainage to the basin)
15,469 cu. ft, (combined volume of main basin and forebay)
7,429 cu. ft. (volume detained above the permanent pool)
3,005 cu. ft. (approximately 20% of total volume)
4.66% (surface area to drainage area ratio from DWQ table)
1.25 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90.0 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page I of 4

Footnotes:
When using the Division SA/DA tables, the correct SAIDA 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.
2 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.
11. 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 .1009.
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
�bC' a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
_Ie1,Q b. The forebay volume is approximately equal to 20% of the basin volume.
t2b C c. The temporary pool controls runoff from the design storm event.
ii7bC d. The temporary pool draws down in 2 to 5 days.
Qlk e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
P. AC f. The basin length to width ratio is greater than 3:1.
1?-b C g. The basin side slopes above the permanent pool are no steeper than 3:1.
2"k,e h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
2pc i. Vegetative cover above the permanent pool elevation is specified.
2t�C J. A trash rack or similar device is provided for both the overflow and orifice.
Z1�0_ k. A recorded drainage easement is provided for each basin including access to nearest right-
�W
of -way.
1. If the basin is used foi: sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin,
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
111. 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) 0 does ,'does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does ]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 3 -%- feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads o7-a- feet in the forebay, the sediment shall be removed.
BASIN DiACRAM
(fill in the 81cinks)
Permanent Pool Elevation I .D
Sediment Re oval El. 10.`�S 75 o
_______________ __ Sediment Removal Elevation 8.5-0 75%
Bottom Ele anon
------------------------------------------------ ------
Bottom Elevation q•I} 25% j
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 perfonnance 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 parry.
Print
Title:
Address: i 5 t URiJ C a Z)Trzpe ;
Phon
Sign;
Date
Me-Mata oF1
Riac,ig u-C Jl
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, J�-� �E1<i ,l. /—/,),t )-An/ C- , a Notary Public for the State of "'j
County of e z g vtnl , do hereby certify that lle'rd /) . Ui44I1-t?2
personally appeared before me this .7L day of tbprenyR cg� 40 s , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seat,
��11/Ilffl//
M0 •s.
�.9L�� •......••'� �'
, ZI
�
SEAL
My commission expires Ocr C� 14 zor
Form SWU-102 Rev 3.99 Page 4 of

Permit No. C LD8 0 5/2:?
(lobe 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
DWQ 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.
1. PROJECT INFORMATION
Project Name: Eden Bridge Subdivision
Contact Person: Keith Walker Phone Number: (252 ) 504-3996
For projects with multiple basins, specify which basin this worksheet applies to: Pond No. 3
elevations
Basin Bottom Elevation 9.20 ft. (floor of the basin)
Permanent Pool Elevation 13.20 ft. (elevation of the orifice)
Temporary Pool Elevation 14.20 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 3,850 sq. ft. (water surface area at the orifice elevation)
Drainage Area 1.75 ac. (on -site and off -rite drainage to the basin)
Impervious Area 0.99 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
6,519
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
4,645
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
1,301
cu. ft.
(approximately 20% of total volume)
Other parameters
SAIDAI
5.00%
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
1.00
in.
(2 to 5 day temporary pool draw -down required)
Design Rainfall
1.0
in.
Design TSS Removal 2
90.0
%
(minimum 85% required)
Form S WU-102 Rev 3.99 Page I 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.
2 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.
11. R.EQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Flealth 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
-?AC a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
;Ohe b. The forebay volume is approximately equal to 20% of the basin volume.
_FA0 c. The temporary pool controls runoff from the design storm event,
k2b0 d. The temporary pool draws down in 2 to 5 days.
A4 e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
Pd C f. The basin length to width ratio is greater than 3:1.
71X' g. The basin side slopes above the permanent pool are no steeper than 3:1.
12160 h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
PU7 j. A trash rack or similar device is provided for both the overflow and orifice.
�dC3 k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
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.
I bC m. A mechanism is specified which will drain the basin for maintenance or an emergency.
111. 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) 0 does does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Maintenance activities shall be performed as follows:
l . 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 3.0 ' feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads AaSl feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blonks)
Permanent Pool Elevation 13,dO
Sediment Ren oval El. f�c q j'' ' 75 °
____-______. _ Sediment Removal Elevation i*� Z� 75%
Bottom Ele ation rf • .c90 %
-------------------------'-
Bottom Elevation-9-ad 25%
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: 1 [C'R_. f /
Title:_ � 1 e- D FDEn1 �¢d rc'Itocrs..,+� DG/�o/e%tcaca�C.� f MA�IA�t�t. Met�tBER OF cnJBMc 1
Address: 31 rznlC�2 STD . �oAU6�RT Ale --21f J
Phone:
Signatt
Date: la,Laa lof
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.
1, H A ; r� CQ U H o4an,1 V , a Notary Public for the State of Ooe4 Cp,ZQ L t n c-,
County of (V-AVe,-j , do hereby certify that �e,
personally appeared before me this J,91-�) day of Np(le bar ems- , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
�uuu
440
i�0""/I/ CO 141 "
SEAL
My commission expires 4-7-- C9�, SOU ?-
Form SWU-102 Rev 3.99 Page 4 of 4