SW7050714_CURRENT PERMIT_20080215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�U�d T/"�
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
owgf� I S
YYYYMMDD

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
February 15, 2008
Mr. Tom Hicks, Member/Manager
Minnesott Beach Holdings, LLC
1107 Bennett Road
Arapahoe, NC 28510
Subject: Stormwater Permit No. SW7050714 Modification
Wayfarers Cove
High Density Project
Pamlico County
Dear Mr. Hicks:
The Washington Regional Office received a complete Stormwater Management Permit Application
for Wayfarers Cove on February 8, 2008, 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. SW7050714MOD dated February 15,
2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 15, 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
Scott Vinson, or me at [phone].
Sincerely,
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/sav: C:ISTORMWATIPERMIT1SW7050714MOD
cc: Michael Gallant, PE
Pamlico County Building Inspections
9avid Moye, CAMA - WaRO
v/Washington Regional Office
Central Files ojn°`
NhCarolina
Jttrrra!!y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: www.ncwateraualitv.org 943 Washington Square Mall, Washington, NC 27889 1-877-623.6748
An Equal OpportunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7050714MOD
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
Minnesoft Beach Holdings, LLC
Wayfarers Cove
Pamlico County
FOR THE
construction, operation and maintenance of seven infiltration basins 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 15, 2015, 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 Sections 1.6 & 1.7 on pages 3 & 4 of this permit. The
stormwater control has been designed to handle the runoff from 514,498 square
feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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 drainage areas of this
project must be directed into the permitted stormwater control systems.
Page 2 of 10

M
Skate Stormwater Management Systems
Permit No. SW7050714MOD
The following design criteria have been provided in the infiltration basin and must
be maintained
at design condition:
a.
Site Area, acres:
34.85
Basin 1A Basin 1B Basin 2
b.
Drainage Area to Basins, ft2:
171,163
171,163 112,829
C.
Total Impervious Surfaces, ft2:
98,222
98,222 78,462
d.
Design Storm, inches:
1
1 1
e.
Basins Depth, feet:
1.70
1.70 2.50
f.
Bottom Elevation, FMSL:
13.00
13,00 9.50
g.
Bottom Surface Area, ft2:
3,812
3,812 1,776
h.
Bypass Overflow Elevation, FMSL:
14.70
14.70 12.00
i.
Permitted Storage Volume, ft3:
8,634
8,634 7,291
j.
Type of Soil:
Alpin sand
k.
Expected Infiltration Rate, inlhr:
10.0
10.0 2.0
1.
Seasonal High Water Table, FMSL:
10.50
10.5 7.5
M.
Time to Draw Down, days:
0.1
0.1 0.9
n.
Receiving Stream/River Basin:
Alligator Gut 1 Neuse
o.
Stream Index Number:
27-116
P.
Classification of Water Body:
"SC; Sw, NSW'
Page 3 of 10

State Stormwater Management Systems
Permit No. SW7050714MOD
7. a. Site Area, acres:
Basin
b. Drainage Area to Basins, ft2:
C. Total Impervious Surfaces, ft2:
d. Design Storm, inches:
e. Basins Depth, feet:
f. Bottom Elevation, FMSL:
g. Bottom Surface Area, ft2:
h. Bypass Overflow Elevation, FMSL:
i. Permitted Storage Volume, ft3:
j. Type of Soil:
k. Expected Infiltration Rate, in/hr:
1. Seasonal High Water Table, FMSL:
M. Time to Draw Down, days:
n. Receiving Stream/River Basin:
o. Stream Index Number:
P. Classification of Water Body:
34.85
4A
4B
5
6
154,623
154,623
70,740
43,369
84,779
84,779
43,942
26,092
1
1
1
1
2.30
2.30
1.00
2.00
9.50
9.50
12.00
11.00
2,700
2,700
3,806
855
11.80
11.80
13.00
13.00
7,413
7,413
4,343
2,658
Alpin
sand
2.00
2.00
0.60
2.00
7.50
7.50
10.00
9.00
0.65
0.65
0.80
0.64
Alligator Gut 1 Neuse
27-116
"SC; Sw, NSW"
II. SCHEDULE OF COMPLIANCE
1. 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.
2. 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.
3. 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.
Page 4 of 10

State Stormwater Management Systems ;
Permit No. SW7050714MOD
4. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. 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.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. 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.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. 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 SW7050714MOD, as
issued by the Division of Water Quality under 15A 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.
Page 5 of 10

State Stormwater Management Systems
Permit No. SVV7050714MOD
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 (see Attached Table 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. hots within- CAMA's Area of Environmental Concern may be subject to a
'reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff 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.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
13. 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.
14. Prior to transfer of the permit, the stormwater facilities will be inspected by DVVQ
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.
15. 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.
16. 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.
Page 6 of 10

State Stormwater Management Systems
Permit No. SV 7050714MOD
17. 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.
18. 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.
19. This permit shall be effective from the date of issuance until September 15,
2015. Application for permit renewal shall be submitted 180 days prior to the
expiration date of this permit and must be accompanied by the processing fee.
20. 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.
21. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for the life of the project.
lll. 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.
Page 7 of 10

State Stormwater Management Systems
Permit No. SW7050714MOD
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 1 5th day of February, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
uoieen H. auums, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 8 of 10

State Stormwater Management Systems
Permit No. SW7050714MOD
Wayfarers Cove
Stormwater Permit No. SV 7050714MOD
Designer's Certification
1, , 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 9 of 10

State Stormwater Management Systems
Permit No. SV 7050714MOD
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pamlico County Building Inspections
Page 10 of 10

Permit No. SW7050714MOD
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pamlico County Building Inspections
Page 10 of 10

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON,fR
Interim Director
NORTH CAROLINA
Environmental Quality
January 16, 2019
W" 4d
Mr. Alan Kuniansky, Managing Member
JOB Holdings, LLC
1401 Dalon Road NE
Atlanta, GA 30306
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7050714
Wayfarers Cove
Pamlico County
Dear Mr. Kuniansky:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7050714 for a stormwater treatment system consisting of seven
infiltration basins to serve the Wayfarers Cove development located on Bennett Road in
Minnesott Beach, NC expires on September 15, 2019. Permit SW7050714 was issued
to Minnesott Beach Holdings, LLC on February 15, 2008. A review of the Pamlico
County tax records reveals that JOB Holdings, LLC now owns this property. Stormwater
permits are not automatically transferred when property is sold. If you would like to
maintain this stormwater permit, you will need to submit a stormwater permit transfer
application with a $505.00 fee and a stormwater permit renewal application with another
$505.00 fee. If you do not renew and transfer this permit prior to its expiration, a new
application and fee submittal will be required prior to any development of this site.
Permit application forms for renewal and ownership change can be found on our
website at.
httns://dea.nc.l?ov/about/divisions/enemv-mineral-laird-resources/enerv-v-mineral-land-.
rule�srormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit prior to any development. Failure to maintain a permit subjects the owner to
assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. If you would
like I can e-mail you a copy of the application forms. You can request a copy by e-
mailing me at roger. thorpe@ncdenr_gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
e:.:oe& I.M.00
FIONTM GR(xi D E Q�
bi.+.w a m�.� /
North Carolina Department of Environmental Quality I Wslon of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mali I Washington, North Carolina 27889
252 946.6481

.DWQEUSE ONLY.
Date Received
Fee Paid
Permit Number
Avoo
rJ
S VJACK ( /1(1N
REVERVE� State of North Carolina
SDepartment of Environment and Natural Resources
JAN 1 A' 2008 Division of Water Quality. .,a`0 _
�SdT,•QRMWATER MANAGEMENT PERMIT APPLICATION FORM
DWQ-WA ��66..�U This form rum be Photocopied for use as an original
L GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Minnesott Beach Holdings, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Tom Hicks, Member Manager T
3. Mailing Address for person listed in item 2 above:
H07 Bermett Rd
City:Arapahoe State:NC Zip:28510
Phone: (252 ) 249-0200 _ Fax: (252 ) 249-0504
Email:www.wayfarerscove.com
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Wayfarers Cove
5. Location of Project (street address):
NCSR 1121 - Bennett Rd
City:Minnesott Beach County:l'amlico
6. Directions to project (from nearest major intersection):
NC Hwy 306 to NCSR 1121. Project at end of road on left.
7. Latitude:N 34-58.192' Longitudc:W 76-48.594' of project
8. Contact person who can answer questions about the project:
Name -Michael C. Gallant PE Telephone Number: (910 328.2188
Email:t;[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): []New ❑Renewal
®Modification
Form SWU-101 Version 8.07 Page t of'4

y•_ ; -`i y�. ��• a a

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberSW7050714 and its issue date (if known)9/1.5/2005
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
®LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NI'DES 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, snmrnarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
All runoff from impervious surfaces to be conveyed by inlets and pipes to infiltration basins with overflows
n
2. Stormwater runoff from this project drains to the Neuss River basin.
3. Total Site Area: 34.85 acres 4. Total Wetlands Area: 1.5 acres
5. 100' Wide Strip of Wetland Area: 1_2acres (not applicable if no retlands exist on site)
6. Total Project Area**:34.85 acres 7. Project Built Upon Area: 55.6 %
8. How many drainage areas does the project have?7
9. 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 lnformation ;
Drainage,Area;l
"Drainage`Area 2 � =n
Receiving Stream Name
See Atached Spreadsheet
Stream Class & Index No.
Drainage Area (sf)
Existing Impervious* Area (sf)
Proposed Impervious*Area (sf)
% Impervious* Area (total)
`Impervious* 'Surface''Area �'
_
Drainage Area�1 ��
Drainage Areal. r
On -site Buildings (sf)
On -site Streets (sf)
On -site Parking (so
On -site Sidewalks (sf)
Other on -site (sf)
Off -site (so
Total (sf):
* Impervious area is defined its [lie built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current polio regarding inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-101 Version 8.07 Page 2 of 4

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LW { ),1 rc. "A s 5�4
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VL
7.1
0,,

Basin;lnformaison° 4:7,�, l-
Draina e;Area;,1A
Draina e'Area:1 B�
Draina e Area-2,
Draina a Area 4A'
Draina e Area'4B .
Draina a Area:5A.
Draina e"Area 6'
Receiving Stream Name
Alligator Gut
Alligator Gut
Alligator Gut
Alligator Gut
Alligator Gut
Alligator Gut
Alligator Gut
Stream Class and Index
SC,SW,NSW
SC,SW,NSW
SC,SW,NSW
SC,SW,NSW
SC,SW,NSW
SC,SW,NSW
SC,SW,NSW
Drainage Area (sf)
171163
171 163
112829
154623
154623
70740
43369
Existing Impervious Area (sf)
Proposed Impervious Area (sf)
98221
98221
78462
84778
84778
43942
26092
Impervious Area (total)
98399
UKa--
1 7,9 z8*62'
817
Ej 8 T--F-8
49942
11,0 49992
Im -ervious.Surface Areair ".
Draina a Area -IA
Draina eArea;:1 B
Draina a Area 2-
Draina e�Area 4k'
Draina 'e Area,,4B
Drainage Area.,5A
Draina a"Area.6'
On -Site Buildings (sf)
53050
53050
58000
51500
51500
27000
16200
On -Site Streets (sf)
28357
28357
20462
29089
29089
14733
9101
Ors -Site Parkin (sf)
On -Site Sidewalks (sf)
4115
4115
4190
4190
2209
791
Other On -Site (sf)
12700
1 12700
Off -Site (sf)
Total (sf)
98222
1 98222
78462
84779
84779
43942
1 26092

10. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 SW401-Low Density
Lover Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-I1ifiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-13ioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 44

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 Office. (Appropriate office may be found by locating project on the
interactive online map at mahs.htin)
1, Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreements) for each 13MP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), 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 0
- 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 firer):Michael C. Gallant, PE, PA
Mailing Address:PO Box 4039
City:Surf City State:NC Zip:28445
Phone: (910 ) 328-2188 Fax: (910_ }_ 328-2230
Email:
Vill. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Tom Hicks
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 .l
Signature: Date:
Form SWU-101 Version 8.07 Pace 4 of 4

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
in accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions and
protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and
sold and runoff will be treated in an engineered stormwater control facility. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the
design criteria used to size the stormwater control facility.
I, (-'> M tC S acknowledge, affirm and agree by my signature below, that I will
cause the following deed- restrictions and covenants to be recorded prior to the sale of any lot:
9. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 'SW IDS-014 Mo r0 , as issued by the Division of Water Quality under
NCAC 2H. 1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality. V4__ Jr. tL
6. The maximum allowable built -upon area per lot is 5 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not require hese dit al measures.
Signature: Date: I 101 0Z
I �c+r►ti Ui,e%QG, _ a Notary Public in the
State of bODKLk aaU LA County of _t'nn A U C-0
do hereby certify that 0�'ti iC.L S personally appeared
before me this the OTA day of .� 20D�__, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Uv, SEAL
Signature /
My Commission expires
Form DRPC-3 Rev.I Page 1 of 1

WAYFARERS COVE LOT BUILT UPON AREA ALLOWANCES
LOT NO
ALLOWABLE BUA
1
2500
2
2500
3
2500
4
2500
5
2500
6
2500
7
2500
8
2500
9
2500
10
2500
11
2500
12
2500
13
2500
14
2500
15
2500
16
2500
17
2500
18
2500
19
2500
20
2500
21
2500
22
2500
23
2500
24
2500
25
2500
26
4833
27
4833
28
4833
29
4833
30
4833
31
4833
32
4833
33
4833
34
4833
35
4833
36
4833
37
4833
38
2700
39
2700
40
2704
41
2700
42
2700
43
2700
LOT NO
ALLOWABLE BUA
44
2700
45
2700
46
2700
47
2700
48
2700
49
2700
50
2700
51
2700
52
2700
53
2700
54
2700
55
2700
56
3500
57
3500
58
3500
59
3500
60
3500
61
3500
62
3500
63
3500
64
2700
65
2700
66
2700
67
2700
68
2700
69
2700
70
2700
71
2700
72
2700
73
2700
74
2700
75
2700
76
2700
77
2700
78
2700
79
2700
80
2700
81
2700
82
2700
83
2700
NOTE: BUA IS GIVEN IN SQUARE FEET
LOT NO
ALLOWABLE 8UA
84
7000
85
7000
86
7000
87
7000
88
7000
89
7000
90
7000
91
7000
92
7000
93
7000
pECEIVBD
FEB 0 6 200%
DW@
PRp3 #

Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
-- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:.
How 1 will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
RECEIVED
JAN 15 2008

BMP element:
Potentialproblem:
How I will remediate the problem
The Swale and the level
The Swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed,
remove the gully, and then
reestablish Proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Crass is too short or too long
Maintain grass at a height -of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip,
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. _I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: dzs
Title: / J Z-"A
Address:
Phon
Sigm
Date:
!-)-A4-
✓-/ P A')C 2 �/6
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.
L CC)2 a Notary Public for the State of
Q'fH C40(I JIJ t County of � , C1 er, , do hereby certify that
OJh kICL-s personally appeared before me this lalh
day of qn1 , 200`j , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
.1
SEAL
My commission expires 3 Sq 20i l

Infiltration Basin Inspection and Maintenance Agreement 0�-' r)�-c
q �kjS
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment Ioad to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present,
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application,
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future eroblems with erosion.
RECEIVED
1AN 15 2008
DWQ
PRo3 0

13MP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the problem:
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP, Replace any media that
was removed in the process.
Revegetate disturbed areas
immediate) .
Replace the top few inches of filter
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Remove the plants by hand or by
wiping them with pesticide (do not
spray).
Remove shrubs or trees
immectiatety.
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: Ct as
Title:
Addr
Phon
Sign
Date:
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, Oft i�•C,CA2 , a Notary Public for the State of
,jpvr� C2Q-OC kA , County of 9RMi~1Cp , do hereby certify that
1 c]N, UIcL�S personally appeared before me this 10��
day of AN , O , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires 311 1 /),011

Permit No. vi`7 v t
(to be provided by DIu
4J
Q�OF W A 7FROG
STORMWATER MANAGEMENT APPLICATION FORM
A a� PERMIT APPLICATIONO Y
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted afong with all of the required information.
L ,PROJECT INFORMATION
Y ) { h
Project Name Wayfarers Cove
Contact Person Michael C, Gallant, PE
Phone Number 910,328.2188
Date 117/2008
Drainage Area Number 1A
Il:t'DESIGN INFORMATION„
Site Characteristics
Drainage area 171,163.00 ft2 RECEIVED
Impervious area 98,221.1.00 ft2
Percent impervious 0.57
Design rainfall depth 1.0 Jn JAN 18 2008
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flow required?
1-yr, 24-hr runoff depth
N
3.49
(Y or N) ®"„V��- ���
in
1-yr, 24-hr intensity
0,15 .
inihr
Pre -development 1-yr, 24-hr runoff volume
0sec
Post -development 1-yr, 24-hr runoff volume
ff'lsec
Prell 1-yr, 24-hr peak flow control
ft3isec
Storage Volume: Non -SR Waters
Minimum design volume required
8,185
ft3
Design volume provided
8,634
ft' OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
it'
Post -development 1-yr, 24-hr runoff
ft'
Minimum volume required
W
Volume provided
ft3
Soils Report Summary
Soil type
Alphln sand
infiltration rate
.10.00
inlhr
SHWT elevation
10.50
fmsl
Basin Design Parameters
Drawdown time
0.1
days OK
Basin side slopes
3
:1 CK
Basin bottom elevation
13.00
fmsl OK
Storage elevation
14.70
fmsl
Top elevation
17.00
fmsl
Basin Bottom Dimensions
Basin length
160 (irregular)
ft
Basin width
60(irregular)
ft
Bottom SA
3,812
ft'
Form SW401-Infiltration Basin-Rev.1 Parts I. & It. Design Summary, Page 1 of 2

Permit N
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
2.00
ac-in
OK
Length of vegetative filter for overflow
30
ft
OK
Distance to structure
<15
ft
OK
Distance from surface waters
<50
ft
OK
Distance from water supply well(s)
<100
ft
OK
Separation from impervious soil layer
<2
ft
OK
Naturally occuring Boll above shwt
<4
ft
CK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
CB Sumps
Form SW441-InfiAralion Basin-Rev.1
Parts I. & II, Design Summary, Page 2 of 2

w
Permit No.
(to be provided by DWQ)
.�
a rao ,s -:q s ✓ � a t -,,
IIL, REQUIRED'ITEMS,1CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
n'tials Sheet No.
L'�7,/0
12
r 4-
Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
6114 2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
C� 3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
1 , 14 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
1� ATa�,- t 5. A soils report that is based upon an actual field investigation, soil borings, and Infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information,
6. An assurance that the installed system will meet design specifications upon initial operation once the
j project is complete and the entire drainage area is stabilized.
CGU -42 7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
8. The supporting calculations.
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
I!? A'10 A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1
Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

_•r
Permit No
(to be provided by DWQ)
o`'Q� wn reRQc
AG'A
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
L"'PROJECT]NFORMATION
Project Name Wayfarers Cove
Contact Person Michael C. Gallant, PE
Phone Number 910.328,2188
Date 117/2008
Drainage Area Number 16
11:'- DESIGN INFORMATION
Site Characteristics
Drainage area
171,163,00
ft2
RECEIVED
Impervious area
98,221.00
ft2
Percent impervious
0.57
Design rainfall depth
1.0
in
JAN 18 2008
Peak Flow Calculations
Is prelpost control of the 1-yr 24-hr peak flow required?
1-yr, 24-hr runoff depth
N
3,49
(Y or N)
in
���—����
1-yr, 24-1 intensity
0,15
Whr
Pre -development 1-yr, 24-hr runoff volume
ft3t5eC
Post -development 1-yr, 24-hr runoff volume
fl3isec
PrelPost 1-yr, 24-hr peak flow control
ft3lsec
Storage Volume: Non -SR Waters
Minimum design volume required
8,185
ft3
Design volume provided
8,634
ft3
OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
in
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr. 24-hr runoff
ff3
Minimum volume required
ft3
Volume provided
ff3
Soils Report Summary
Soil type
; All sand`
infiltration rate
10.00
inlhr
SHWT elevation
10.50
fmsl
Basin Design Parameters
Drawdown time
0.1
days OK
Basin side slopes
3
:1 OK
Basin bottom elevation
13.00
fmsl OK
Storage elevation
14,70
fmsl
Top elevation
17.00
fmsl
Basin Bottom Dimensions
Basin length
160 (irregular)
ft
Basin width
60(irregular)
ft
Bottom SA
3,812
ft2
Form SW401-Infiltration Basin-Rev.t Parts I. & II. Design Summary, Page 1 of 2

I
Permit No.
(to be provided by DWO)
Additional Information
Total runoff volume captured by basin
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
200
ac-in
OK
30
ft
OK
<15
ft
OK
<50
ft
OK
<100
ft
OK
<2
ft
OK
<4
ft
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y:
(Y or N)
OK
CB Sumps'
Form SW401-Infiltration Basin•Rev,1 Parts I. & II. Design Summary, Page 2 of 2

� � 1
Permit No
(to be provided by DWQ)
,;,tapxagE3
III," REQUIRED,ITEMS'CHECKLISTa l'.`: "'"' •
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the appiicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
la
Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan 1 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detaii for inflow,
Vegetated filter, and
Pretreatment device.
1� 3. 5ecfion view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
c� 2, 14 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the fieid by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
Lu32 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
�12z 7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
8. The supporting calculations.
nr 9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
r� 10. A copy of the deed restriction.
Form SW401-Infiltration Basin-Rov.1 Page 1 of 1 Part M. Required Items Checklist, Page 1 of 1

Permit No.
(to be provided by DWQ)
o�o� wn r�R�c
' ! STORMWATER MANAGEMENT PERMIT APPLICATION FORM
D C
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
!. PROJECT INFORMATION.',µ ,
Project Name Wayfarers Cove
Contact Person Michael C. Gallant, PE
Phone Number 910.328.2188
Date 117/2008
Drainage Area Number 2
Ill., DESIGNANFORMATION '
Site Characteristics
Drainage area 112,829.00 ft2
Impervious area 78,462.00 ft2 RECEIVED
Percent impervious 0.70
Design rainfall depth 1.0 in JAN 18 2008
Peak Flow Calculations
is prelpost control of the 1-yr 24-hr peak flow required?
N
(Y or N)
1-yr, 24-hr runoff depth
3.49
in
1-yr, 24-hr intensity
0.15
inlhr
Pre -development 1-yr, 24-hr runoff volume
h3lsec
Post -development 1-yr, 24-hr runoff volume
ft3lsec
PrelPost 1-yr. 24-hr peak flow control
ftatsec
Storage Volume: Non -SR Waters
Minimum design volume required
6,539
it
Design volume provided
7,291
ft3
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth in
Pre -development 1-yr, 24-hr runoff ft3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided 0
Soils Report Summary
Soil type Alphin sand
Infiltration rate 2.00 inlhr
Sf VVT elevation 7.50 fmsl
Basin Design Parameters
Drawdown time
0.92
days
Basin side slopes
3
:1
Basin bottom elevation
9.50
fmsl
Storage elevation
12.00
fmsl
Top elevation
15,00
fms!
Basin Bottom Dimensions
Basin length
175
It
Basin width
53
ft
Bottom SA
1,776
ft2
DW¢WARO
OK for non -SR waters
OK
OK
OK
Form SW461-Infiltration Basin-Rev.1
Part$ I, & II, Design Summary, Pagel of 2

Permit
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
1,75
ac-in
OK
30
ft
OK
<15
ft
OK
<50
ft
OK
<100
ft
OK
<2
ft
OK
<4
ft
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y `
(Y or N)
OK
Y : ;
(Y or N)
OK
CB Sumos
Form SW401-Infiltration Basin-Rev.1 Parts ). & II. Oesign Summary. Page 2 of 2

Permit No
(to be provided by DWQ)
11_1. 2REQU1RED ITEMS CHECKLIST,..'.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
nitials
Sheet No.
.2 G
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
[A
2. Partiai plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions.
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
I A
Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures
4. A table incremental & to the
of elevations, areas, volumes accumulated volumes verify volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
Investigation request form. County soil maps are not an acceptable source of soils information.
5. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
_Z
(
B. The supporting calculations
AT T
9. A copy of the signed and notarized inspection and maintenance (10) agreement.
ATT
10. A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part Ill, Required Items Checklist, Page 1 of 1

f
Permit
(to be provided by DWQ)
�j o��F WpT'(:9OG
"' STORMWATER MANAGEMENT PERMIT APPLICATION FORM ? r
o �
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) most be printed, filled out and submitted along with all of the required information.
IL" PROJECT INFORMATION �
Project Name Wayfarers Cove
Contact Person Michael C. Gallant, PE
Phone Number 910.328,2188
Date 1f712008
Drainage Area Number 4A
IL:DESIGN INFORMATION,'°; s=• "
•
.
Site Characteristics
Drainage area
154,622.00
ft2
Impervious area
84,778.00 .
ftz
Percent impervious
055
RECEIVED
Design rainfall depth
1.0
in
Peak Flow Calculations
JAN pp8 2008
Is prelpost control of the 1-yr 24-hr peak flow required?
N
(Y or N)
1-yr, 24-hr runoff depth
3,49
In
1-yr, 24-hr intensity
0.15
inlhr
W DWQ-RO
Pre -development 1-yr, 24-hr runoff volume
ft3lsec
■ {i if Y!'7
Post -development 1-yr, 24-hr runoff volume
ft3isec
Pre/Post 1-yr. 24-hr peak flow control
ft31sec
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: Sit Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
7,065 ft3
7,413 ft3
in
ff3
ff3
h3
ft3
Alphin sand
2.00 inlhr
7.50 fri
0.65 days
3 :1
9.50 fmsl
11.80 fmsl
13.00 fmsl
60 ft
87 ft
2,700 ft2
OK for non -SR waters
OK
OK
OK
Form SW401-Infiltration Basin-Rev.1 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
.1.93
ac-in
OK
Length of vegetative filter for overflow
30
ft
OK
Distance to structure
<15
ft
OK
Distance from surface waters
"1.1<50.
ft
OK
Distance from wafer supply well(s)
<100
fi
OK
Separation from impervious soil layer
" ?2
ft
OK
Naturally occuring soil above sl
<4
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
CB Sumps
Form SW401-Infiltration Basin-Rev.1
Parts i. & II. design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials
A
't/vfU
Pagel Plan
Sheet No. 9
�1 C'
61,61(
� �r 44
LI, Lj G
C �71 41
�. 44
Lit y4-
C.�r 4(4
Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DW4, by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils information.
V2 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
�" Z 7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
0 8. The supporting calculations.
T9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
A-l1 10, A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1
Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No.
(to be provided by Di
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
P -c
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I.,,PROJECT-INFORMATION . 1
Project Name Wayfarers Cove
Contact Person Michael C. Gallant, PE
Phone Number 910.328.2188
Date 117/2008 t,
Drainage Area Number 4B
II.:DESfGN INFORMATION
Site Characteristics
Drainage area
154,622.00
ftz
Impervious area
84;778.00
ft'
RECEIVED
Percent impervious
0.55
1p �afV
Design rainfall depth
1.0
in
Peak Flow Calculations
JAN 18 2000
Is prelpost control of the 1-yr 24-hr peak flow required?
N
(Y or N)
1-yr, 24-hr runoff depth
3.49
in
DWQ-W �y/��(^®
1-yr, 24-hr intensity
0.15.
inlhr
��{
Pre -development 1-yr, 24-hr runoff volume
ft3isec
Post -development 1-yr, 24-hr runoff volume
0sec
Pre/Post 1-yr, 24-hr peak flow control
ft3isec
Storage Volume: Non -SR Waters
Minimum design volume required
7,065
ft3
Design volume provided
7,413
ft'
OK for non -SR waters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Top elevation
Basin Bottom dimensions
Basin length
Basin width
Bottom SA
in
ft3
fta
ft3
ft3
All sand
2,00 inlhr
750 fmsl
0.65
days OK
3
;1 OK
9.50
fmsl OK
11.80
fmsl
13.00
fmsl
60 ft
87 It
2,700 h2
Form SW401-Infiltration Basin-Rev.1 Parts I. & It. Design Summary, Page I of 2

Permit No.
(Io be provided by DWQ)
Additional Information
Total runoff volume captured by basin
1.93
ac-in
OK
Length of vegetative filter for overflow
30
h
OK
Distance to structure
<15
ft
OK
Distance from surface waters
<50 .• •
ft
OK
Distance from water supply well(s)
<100
ft
OK
Separation from impervious soil layer
<2
ft
OK
Naturally occuring soil above shwt
<4
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
CK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
CB Sumps
Form SW401-Infiltration Basin-Rev.1 Parts I. & IL Design Summary, Page 2 of 2

Permit No
(to be provided by DWQ)
III: REQUIREa ITEMS CHECKLIST ,..,'fir;.,
c`
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
AL
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
�r
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Overflow device, and
��G
Boundaries of drainage easement.
r
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
CA
�` 1
Bypass structure,
Bypass
Maintenance access,
C t �jl�
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
3. Section view of the infitration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
-Inlet and outlet structures.
(f < LA
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
1 i i
j41x1
investigation request form. County soil maps are not an acceptable source of soils information.
Yi`",Lf
6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
8. The supporting calculations.
v 4 6
1
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
_-
10, A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

I ,It
I
Permit No.
(to be provided by DWQ)
Oky�f WAT�9�G
_ STORMWATER MANAGEMENT PERMIT APPLICATION FORM y
P 'c
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be lilted out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Proyect Name
Contact Person
Phone Number
Date
Drainage Area Number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
Is prelpost control of the 1-yr 24-hr peak flow required?
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr. 24-hr runoff volume
PrelPost 1•yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr. 24-hr rainfall depth
Pre-developmenl 1-yr, 24•hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
Mi&aeFC, Gallant, PE'
910.328.2188
11712008
70,740.00 hz
43,942,00 fie
0,62
1.0 in
jN (Y or N)
�1.49 in
015 inlilr
ft3lsec
ft3ls ec
ft3lsec
3.662 h3
4,343 ft3 CK for non -SR waters
in
h3
h3
ft3
ft3
Alphin sand
0'.60'' inlhr
<r• '10,00 fmsl
0.8
days OK
3
:1 OK
12.00
fmsl OK
13.00
fmsl
15.00
fmsl
160 ft
30 ft
31806 ft2
RECEIVED
FEB p g 200E
pwe
PROS #
Form SW401-Infillration Basin•Rev.1
Paris 1. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
0.99
ac-in
OK
Length of vegetative filler for overflow
30
ft
OK
Distance to structure
<15
ft
OK
Distance from surface waters
<50
ft
OK
Distance from water supply well(s)
<100
ft
OK
Separation from impervious soil layer
<2'
It
OK
Naturally occuring soil above shwt
<4
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate bulld•ou1?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
CB'Sumps
Form SW40S-Infiltration Basin-Rev.1 Parts I. & II. Design Summary. Page 2 of 2

1"I. - i
Permit No
(to be provided by DWQ)
III'. `REQUIRED-ITEMS,CHECKLIST.'i''a
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
itjal � Sheet No.
!� SG
Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
- Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
• J 1 3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
B. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
v� �Z 7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
U,
i!\ Ti-'
8. The supporting calculations,
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10, A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part III. Required items Checklist, Page 1 of 1

Permit No.
(to be provided by DWQ)
. STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
'wp /7-f9�
s .,
P Nii�_114W 'C
I,iPROJECT,.INFORMATION i s. 4r jE :€ ��. r�' f`44airs:u
Project Name Wayfarers Cove
Contact Person iMichael C. Gallant, PE
Phone Number 910.328 2188
Date .117/2008
Drainage Area Number 6
IIt'_DESIGN INFORMATION`;; ' ,_, elr�,, :� db �a 1 , :, j � . sr,� HA a.
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
Is preipost control of the 1-yr 24-hr peak flow required?
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
PrelPost 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown tlme
Basin side slopes
Basin bottom elevation
Storage elevation
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
43,369,00 ft'
26,092.00. ft2
0.60
1.0 in
N (Y or N)
3.49. in
0,15 inlhr
it'lsec
ft'/sec
ft'/sec
FEB � 6 2009
2,174 ffa DWQ
2,658 ft3 OK for non -SR waters
pRO3 #
in
ft'
ffa
ft3
ft'
Alphin sand
2.00 inlhr
9.00 fmsl
0.64
days OK
3
:1 OK
11,00
fmsl OK
13.00...
fmsl
14,00
fmsl
72 "ft
42 ft
855 ft2
Form SW401-Infiltration Basin-Rev.1
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
0.60
ac-in
OK
Length of vegetative filter for overflow
30—
ft
OK
Distance to structure
<15
' ft
OK
Distance from surface waters
<50
it
OK
Distance from water supply well(s)
<100
ft
CK
Separation from impervious soil layer
<2
ft
OK
Naturally occuring sail above shwt
<4
it
OK
Bottom covered with 4-In of clean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
CK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
CB Sumps
Form SW401-Infiltration Basin-Rev.1 Parts i. & II. Desigr Summary, Page 2 of 2

•a
Permit No.
(to be provided by 0WQ)
III, REQUIRED'ITEMS•CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
tiols
tni�'--
Pagel Plan
Sheet No.
LILL
,CG
C�,Gl
Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
- Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
Pretreatment and treatment areas, and
Inlet and outlet structures.
C �' 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
T1 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soiis report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
CU cz 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
CGU c Z 7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
6-7• Cqf 8. The supporting calculations.
1f 9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10, A copy of the deed restriction.
Form SW401-infiltration Basin-Rev.1 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Al't"Ay
N ti
Oot
HCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out, printed and submitted.
The.RegtriredYtetns CheckUsf (P_,arf:ff!) riicrsi be prfrited; filled out and:sutimiftedaatortgawitfiyad of there_ `uire�f=infarriratiarl.
(,,PROJECT INFORMATION "�a x :. y: w
€'- .r3 , , 'I dr. € 7 . e.e § iF, -�; €a3., fr§_ ex.'i� 3- L a s'��. ..i .,eki 3k a - _�'a.£
Project name Wayfarers Cove
Contact name Michael C. Gallant, PE
Phone number 910.328.2188
Date January 7, 2008
Drainage area number LS156 for Drainage Areas 1.5 and 6 (Ponds 1.5 and 6)
If" sQESIGN INFORMATION,
FORMAT
For Level Spreaders Receiving Flow From a BM
Type of 8MP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
456,435
ft2���
Impervious surface area
266,476
—ft'
Percent impervious
0.58
Rational C coefficient
0.64
JAN �. B 2�08
Peak flow from the 1 inlhr storm
6.706115702
cfs
Time of concentration
Rainfall intensity, 10-yr storm
8.72
min
r
Whiry,
VY
DWQ- AR0
Peak flow from the 10-yr storm
58.47732893
cfs
Where Does the Level Spreader Discharge?
To a bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y : (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable) _
Width of grass 30 ft
Width of dense ground cover 0 ft
Width of wooded vegetation 0 j ft
Total width 30 ft
Slope (from level lip to to top of bank) 2. %
Are any draws present? N' (Y or N) OK
Level Spreader Design
Forebay surface area
533
sq ft OK
Feet of level lip needed per cfs
13
fycfs
Answer 'Y' to one of the following:
Length based on the 1 inihr storm?
r
(Y or N)
Length based on the 10-yr, 24-hr storm?
N "
(Y or N)
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
6.7
cfs
Is a bypass device provided?
Y
(Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2
Parts I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below);
M
B
W
Y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
-- W
M
.90. ft Level spreader length OK.
N, (Y or N)
N (Y or N)
Y
3 ft
1 ft
2 it
'6 5 cfs
Rip Rap.. .
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 2 of 2

III." kEQUIREbiITEMS "CHECK i,'IST ,. _„41
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial beiow. If a
requirement has not been met, attach justification.
Pagel Plan
iti I Sheo.
a 7. 2- f
lw,
Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (V = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Recorded drainage easement, and
Design at ultimate build -out.
iTt f 3. Section view of the level spreader (V = 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
_ 4, A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
�s t�(_ �19.
�Lcu L12� 5. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
0t)t;(- Z $, A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
7. The supporting calculations.
T. 8. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
9. A copy of the deed restriction.
Form 5W401-Level Spreader, Filter Strip, Restored Riparian Suffer-Rev.2
Part III, page 1 of 1

NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFlCAMN APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out, printed and submitted.
The Regriiied;lterns Checklisf'(Par# ffij;miisf;be:print&d. filled:out and subraftted;aloriq;with"alJ_of;the required hiforniation:
I. PROJE:lFORMATION'
Project name Wayfarers Cove K, i
Contact name Michael C. Gallant, PE
Phone number 910.328-2188
Date January 7, 2008
Drainage area number LS2 for Drainage Area 2 (Pond 2)
II. `IDE;SIGWINFORMATION Y
For Level Spreaders Receiving Flow From a $MP
Type of BMP
Drawdown flow from the SMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
RECEIVED
Drainage area
112,829
ft2
Impervious surface area
78,462
ft2
Percent impervious
0.70 .
.
JAN 1 8 2008
Rational C coefficient
0.7
Peak Flow from the 1 inlhr storm
1.8131382
cfs
Time of concentration
min
D�n/(�_t111/► RO
Rainfall intensity, 11 storm'
8,72
inlhr
i ti[ V�I'iE�S
Peak flow from the 10-yr storm
15.81056511
cis
Where Does the Level Spreader Discharge?
To a bioretention cell? N (Y or N)
To a wetland? N {Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass 30 ft
Width of dense ground cover 0 " ft
Width of wooded vegetation 0 ft
Total width ' -30, ft
Slope (from level lip to to top of bank) 2 %
Are any draws present? N (Y or N) OK
Level Spreader Design
Forobay surface area
157
sq ft OK
Feet of level Gp needed per cfs
13
filcfs
Answer "Y" to one of the following:
Length based on the 1 inlhr storm?
Y
(Y or N)
Length based on the 10-yr, 24-hr storm?
N
(Y or N)
Length based on the BMP discharge rate?
N
(Y or N)
Design Flow
1.8
cfs
Is a bypass device provided?
Y
(Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Butter-Rev,2 Paris I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
M
25 ft Level spreader length OK.
N (Y or N)
N (Y or N)
Y
3 h
1 fl
9 ft
1 ft
3.16 cfs
Rip Rap
Form SW401-Level Spreader, Filler Strip, Restored Riparian Buffer-Rev.2 Parts 1- and ll. Design Summary, page 2 or 2

IIL_REQUIRED'ITEM5aCHEGKI:IST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
nttr Is
Sheet No.
1. Plans (V - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Recorded drainage easement, and
Design at ultimate build -out.
j
2
3. Section view of the level spreader (1" 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
- Down slope filter fabric.
4, A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
p, cc— r- 0';
5UD
Vu-r Z_
5. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
C` L t,w2 Z
B. A construction sequence that shows how the level spreader will be protected from sediment until the entire
r ,
drainage area is stabilized.
r%�3
7. The supporting calculations,
& T
8. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
CT•
9. A copy of the deed restriction. '
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Part III, page 1 of 1

1L .1• '
h r
a �
APA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This tome must be Lifted out, printed and submitted.
f= °ne Required (terns Checklist_(Part.ttlJ.mrst_be_printad, _filled_but. and-subrditted'along-wifti atl of.fhe required it3formatiora.
PROJECT. INFORMATION
Project name Wayfarers Cove
Contact name Michael C. Gallant, PE
Phone number 910.328.2188
Date January 7, 2008
Drainage area number LS4 for Drainage Area 4 (Pond 4A and 46)
II:+'DESIGWINFORMATION f Ef r i s E s.o'u. ;, , $ �} :i
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
309.244 '.
ft2
RECEIVED
Impervious surface area
169;556
ft2
Percent ompervious
0.55
Rational C coeffcient
0,61
q
JAN 1 8 2008
Peak flow from the 1 inlhr storm
4.330551882
cfs
Time of concentration
min
Rainfall intensity, 10-yr storm
8.72
inlhr
y�
��Q"��
yyl'{
Peak flow from the 10-yr storm
37.76241242
cfs
Where Does the Level Spreader Discharge?
To a biorelention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete flter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level iip needed per cfs
Answer 'Y" to one of the following:
Length based on the 1 Inlhr storm?
Length based on the 10-yr, 24-hr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
30 f1
0, h
0 , ft
30 ft
2 %
N (Y or N) OK
340 sq ft OK
13 fticfs
Y
(Y or N)
N
(Y or N)
N
(Y or N)
4.33
cfs
Y
-(Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Parts I. and II. Design Summary, page 1 of 2

Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
h9
57 ft Level spreader length OK.
N (Y or N)
N (Y or N)
Y
3 ft
1 ft
9 ft
1 ft
7.55 cfs
Rip Rap
M
Form $W401•Level Spreader, Filter Strip, Restored Riparian Buffer-Rev,2 Parts I. and II. Cesign Summary, page 2 of 2

III. REQUIRED ITEMS CHECKLIST,
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Hitt is Sheet 4
G
Plans (V - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
Plan details (V = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Recorded drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1° = 20' or larger) showing:
Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4, A date -stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
c UCV--Z
5. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
6C:u L2
6. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
7. The supporting calculations.
AA Tr 8, A copy of the signed and notarized inspection and maintenance (I&M) agreement.
V ui� 9. A copy of the deed restriction.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.2 Part III, page 1 of 1