SW8060509_HISTORICAL FILE_20120807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0Coo5C>9
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z01Z 0S07
YYYYMMDD

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD `
f . 2 Pm
SECTION SWP DATE/TIME ��-15'-12-
NAAlE 54eme_ T3a6-c __ REPRESENTING_ Trc�tf8� C!'or1.dr JA�a�,
F= 2-5-Z-42D 1979
Guidelines for Access: The staff cf the Regional Office is dedicated to making public recordsin our
custody readily available to the public for review and copying. We also have the responsibility to the public
to safeguard these records and to carry out our day-to-day program obligations. Please read carefully the
following before signing the form.
j:. Due to the large public demand.for fliP acc s , we
reQUr�st that you'caWat least'a day in
advance to schedule`an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45
Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one apoointment will be Iirnited to
five. ._
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
There is no charge For 25 or less co ies.: cost per co after the initial 25 is 2.5 er cc } .
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from the office.
No briefcases large totes, etc. are permitted in the file review area. To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00,
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker'prior to
reviewing files.
FACILITY NAME COUNTY
2. ry v✓ S,. . rr _ Scs+ C� j L `_—r;---
1
3.
4.
Signature/Name of Firm or Business Date Time In Time Oust
(Please attach business card to form if available)
t- Copes—_. L Amt. Rc': � —O —
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w
AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves'Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
August 7, 2012
Summerhouse on Everett Bay Homeowners Association, Inc
C/o Amon McCormack Jr., President
3129 Spring Bank Lane
Charlotte, NC 28226
Subject: Stormwater Permit No. SW8 060509 Modification
Summerhouse on Everett Bay
High Density Subdivision Project
Onslow County
Dear Mr. McCormack:
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for Summerhouse on Everett Bay on July 27, 2012. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 060509
Modification dated August 7, 2012, for the construction, operation, and maintenance of the
permitted built -upon areas and BMP's associated with the subject project.
This modification covers a reduction in drainage area due to deeding of more area in the Right -
of -Way to NCDOT. Please add the attached plans to the approved plan set. The plans depict
the current and proposed new NCDOT Right -of -Way line locations. The total site area and
drainage area has been reduced by 13,409 square feet. There is no increase in overall
impervious from the existing permit and there is no change to the previously permitted BMPs.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of Chapter 143 of
the General Statutes, which is current and valid at any point between January 1, 2008, and
December 31, 2010. The law extends the effective period of any stormwater permit that is set to
expire during this time frame to three (3) years from its current expiration date. On August 2,
2010, the Governor signed Session Law 2010-177, which grants an extra year for a total of four
(4) years extension. Please note that the expiration date of this permit has been adjusted to
reflect this four year extension.
This permit shall be effective from the date of issuance until July 10, 2020, 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 by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at-6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748
Internet: www.ncwaterquality.org
An Fni ini Onnnevn'dv % AffirmWiva Ar. inn FmnlnvPr
NonrthCarolina
Natura!!tf

State Stormwater Management Systems +"
Permit No. SW8 060509 MOD
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey at [phone].
Sincer y,
�7, harles W ild, P.E., Director
Division of Water Quality
GDSlsgp: S:1WQS\Stormwater\Permits&Projects\2006\060509 HD\2012 08 permit 060509
CC' Carl Huddle, P.E., Carolina Engineers
Onslow County Building Inspections
Town of Holly Ridge Building Inspections
Division of Coastal Management
Wilmington Regional Office
Panes 9 of A

State Stormwater Management Systems
Permit No. SW8 060509 MOD
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
Summerhouse on Everett Bay Homeowners Association, Inc.
Summerhouse on Everett Bay
NCSR 1534, Holly Ridge, Onslow County
FOR THE
construction, operation, and maintenance of four (4) wet detention ponds and one (1)
constructed wetlands 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 July 10, 2020, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. .
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 on page 3 of this permit. The subdivision is permitted for 1,029
single family lots, each allowed a maximum amount of built -upon area, as specified in
Section 11.16 of this permit.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. The overall density level of the project must remain at 30% or less. The new overall
maximum allowed built -upon area is 6,227,747 square feet. The currently proposed
amount of built -upon area is 4,789,131 square feet, which includes 51,833 square feet of
future development.
5. The wet detention ponds are provided for the treatment of collected runoff; as well as
treatment for the boat ramp parking area in constructed wetlands. Additional treatment
systems will be required for future development. Stormwater management measures for
these areas must be submitted as a permit modification and approved by the Division
prior to construction of any future BUA.
Page 3of9

State Stormwater Management Systems „
Permit No. SW8 060509 MOD
6. The following design elements have been permitted for the wet detention pond and
constructed wetland stormwater facilities, and must be provided in the systems at all
times.
Katydid Painted Spicer Twining Boat Ramp
Lady Lake Rose wetland
a.
Drainage Area, acres:
19.39
26.38
144.3
42.8
0.83
Onsite, ft2:
844,724
1,149,113
6,283,163
1,862,029
36,155
Offsite, ft2:
none
none
none
none
none
b.
Total Impervious Surfaces, ft2:
569,351
506,919
3,158,439
794,607
20,586
Lots, ft2:
208,500
283,500
1,338,924
424,175
0
Roads/Parking, ft2:
201,247
98,881
612,032
179.032
0
Other, (pond surface) ft2:.
90,604
124,538
1,207,483
191,400
0
Other, ft2:
69,000
none
none
none
20,586
c.
Pond Depth, feet:
6.0
6.0
6.0
6.0
n/a
d.
TSS removal efficiency:
90%
90%
90%
90%
n/a
e.
Design Storm:
1
1
1
1
1
f.
Permanent Pool Elevation, FMSL:
17.0
18.0
17.0
15.0
see supplement
g.
Permitted Surface Area @PP, ft2:
81,122
124,538
1,202,610
191,639
2,817
h.
Permitted Storage Volume, ft3:
85,803
128,380
1,220,676
197,291
2,369
i.
Storage Elevation, FMSL:
18.0
19.0
18.0
16.0
3.5
j.
Controlling Orifice Pipe 0, inches:
3
3
6.25
4
0.75
k.
Permanent Pool Volume, ft3:
279,078
517,044
8,714,253
873,166
see supplement
I.
Forebay Volume, ft3:
66,224
119,755
756,122
171,835
"
m.
Maximum Fountain Horsepower:
1
2
3
3
none
n.
Receiving Stream / River Basin:
King Creek Restricted
Area 1 Cape Fear
o.
Stream Index Number:
CPF24 18-87-4
p.
Classification of Water Body:
"SC Sw HQW"
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.
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 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.
Page 4of9

State Stormwater Management Systems
Permit No. SW8 060509 MOD
6. 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.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. 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.
11. 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.
12. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
13. 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 re -vegetation 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.
14. 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.
15. This permit shall become void unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 060509 MOD
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 060509 Modification, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
G. 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, inclusive, is as follows:
394 lots @2,800 ft2: Lots 93-277, 624-793 & 796-834
218 lots @3,200 ft2: Lots 1-51, 365-397, 522-539, 837-869, 897-926, & 977-
1029.
248 lots @3,500 ft2: Lots 52-92, 278-339, 419-505, 657-620, 794-795, & 835-
836.
92 lots @4,000 ft2: Lots 340-364, 398-418, 506-521, 540-566, & 621-623.
77 lots @4,500 ft2: Lots 870-896 & 927-976
The 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. Lots 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.
17. 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.
18. Prior to transfer of the permit, the stormwater facilities will -be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
19. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2 foot below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume as specified in Section I (6)(m).
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 060509 MOD
20. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval
by the Director. At least 30 days prior to a change of ownership, or a name change of
the Permittee or of the project, or a mailing address change, the permittee shall submit a
completed and signed "Name/Ownership Change Form" to the Division of Water Quality
accompanied by the appropriate documentation as listed on the form. The project must
be in good standing with DWQ. The approval of this request will be considered on its
merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal), which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re -issuance or termination does.not
stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
8. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
9. The permittee shall submit a renewal application and fee to the Division at least 180
days prior to the expiration date of this permit.
Permit modified and reissued this the 7"' day of August 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A,M e'-
harles Wokild, P. ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060509 Modification
Page 7of9

State Stormwater Management Systems
Permit No. SW8 060509 MOD
Summerhouse on Everett Bay
Stormwater Permit No. SW8 060509 Modification
Onslow County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems ,
Permit No. SW8 060509 MOD
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required draw down devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 9 of 9

Central Files: AP5 SWP
08/07/12
Permit Number SW8060509
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
Version Permit Classification
State Stormwater
1.40 Individual
Primary Reviewer
steven.pusey
Coastal SW Rule
Coastal Stormwater - 1995
Permitted Flow
Facili
Facility Name
Summerhouse on Everett Bay
Location Address
Sr 1534
Holly Ridge NC
28445
Owner
Owner Name
Summerhouse on Everett Bay Homeowners Association Inc
Dates/Events
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Amon McCormack
3129 Springbank Ln
Charlotte
NC 282263379
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
07/10/06 04/26/12
08/07/12 08/07/12
07/10/20
Regulated Activities
Requested/Received Events
State Stormwater - HD - Detention Pond
Deed restriction requested
State Stormwater - HD - Wetlands
Deed restriction received
State Stormwater - Low Density
Additional information requested
05/29/12
Additional information received
07/10/12
Additional information requested
07/19/12
Additional information received
07/27/12 '
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

r,p /1,
r,1�L
i
1

Pusey, Steven
From: Carl Huddle[[e-mail]]
Sent: Thursday, August 02, 2012 3:38 PM
To: Pusey, Steven
Cc: Lonnie Dow
Subject: FW: Stormwater permit SW8 060509 MOD - Summerhouse
Dear Steven:
After our conversation, I started to review the calculations on the "Total Drainage Area Sheet" and the (5) "Drainage
Area Sheets 1-5".
The Total Drainage Sheet represents the total development and the (5) Drainage Area Sheets only represent the areas as
they pertain to respective BMPs. There is more total area, more impervious area, and less pond surface area to account
for on the Total Drainage Area Sheet.
The differences area as follows:
Lots +1235600 SF
Streets +50655 SF
Tennis court +15166 SF
Future Development +51833 SF
Pond Surfaces-1614025 SF
Total Difference-260771 SF
You came up with Total Impervious of 5,049,902 SF by adding the 5 drainage areas. If you add in the items above and
subtract the pond surfaces you should come up with the number as submitted: 4789131 SF.
Please let me know if you need additional information or have any questions.
Thanks,
Carl Huddle
252-633-2424
From: Pusey, Steven[mailto:[e-mail]]
Sent: Friday, July 06, 2012 3:13 PM
To. Carl Huddle; [e-mail]
Cc: Lonnie Dow; Steve Baker
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Dear Mr. Huddle:
To date I have not received anything. If I do not receive the package by Tuesday, July 10, 1 will have to return the
project.
Regards,
Steve Pusey

.DWQ
From: Carl Huddle m it a traderconstruction.com
Sent: Wednesday, June 27, 2012 4:25 PM
To: tyrus(a)ctclayton.com; Pusey, Steven
Cc: Lonnie Dow; Steve Baker
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Dear Mr. Pusey:
Carolina Engineers, PA will provide sealed drawings for the modification. We should be sending the drawings out this
week.
Please let me know if this is not acceptable.
Carl C. Huddle, PE
Carolina Engineers, PA
252-633-2424
From: C. Tyrus Clayton, Jr., PE [maiIto: tyrus(actclayton.com]
Sent: Wednesday, June 27, 2012 3:00 PM
To: 'Pusey, Steven'
Cc: Carl Huddle; Lonnie Dow; Steve Baker
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Mr. Pusey,
I have had several conversations with Mr. Huddle's office. Based on of these conversations and the fact our firm was un-
involved in the latest revision, they will be removing our logo from the revised drawing sheets and re -issuing you new
sheets sealed by Mr. Huddle.
Please feel free to contact Mr. Lonnie Dow or Mr. Huddle directly with any concerns. They are copied on this email.
Sincerely,
C. Tyrus Clayton, Jr., PE
Vice President
C. T. Clayton, Sr., PE, Inc.
[phone]
[phone] cell
From: Pusey, Steven [mailto:[e-mail]]
Sent: Friday, June 22, 2012 2:47 PM
To: tyrus0�ctclayton_com
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Importance: High
Dear Mr. Clayton:
I haven't heard anything from Mr. Huddle. Can you please expedite and advise the status? If I don't hear anything soon,
I will have to return the project.
Thanks,
2

'Steve Pusey
DWQ
From: C. Tyrus Clayton, Jr., PE [mailto:[e-mail]]
Sent: Thursday, May 31, 2012 10:16 AM
To: Pusey, Steven
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Not sure yet. Awaiting a call from Mr. Huddle.
C. Tyrus Clayton, Jr., PE
Vice President
C. T. Clayton, Sr., PE, Inc.
[phone]
[phone] cell
From: Pusey, Steven [mailto:steven-pusey(6ncdenr.gov]
Sent: Thursday, May 31, 2012 9:52 AM
To: tyrusCcbctcIa on.com
Cc: 'Carl Huddle'
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
OK. I look forward to hearing from him. lust for my reference, will you need to stamp the revised drawings?
Steve
From: C. Tyrus Clayton, Jr., PE [mai{to:tyrus(&Ctclayton.com]
Sent: Thursday, May 31, 2012 9:46 AM
To: Pusey, Steven
Cc: 'Carl Huddle'
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Mr. Pusey,
I received your vmail. Mr. Huddle from Carolina Engineers should be contacting you to handle this.
C. Tyrus Clayton, Jr., PE
Vice President
C. T. Clayton, Sr., PE, Inc.
[phone]
[phone] cell
From: C. Tyrus Clayton, Jr., PE [mailto:[e-mail]]
Sent: Tuesday, May 29, 2012 5.37 PM
To: 'Pusey, Steven'
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Mr. Pusey,
Please call me at your earliest convenience. I just left you a vmail. My contact numbers are below.

'I am a little confused with your request. Our files indicate a full set of drawings were signed/sealed on 8/25/09 (24
sheets). Our last action on this project was the submission of the as -built certification statement for the constructed
wetlands in August 2010.
Sincerely,
C. Tyrus Clayton, Jr., PE
Vice President
C. T. Clayton, Sr., PE, Inc.
[phone]
[phone] cell
From: Pusey, Steven(mailto:[e-mail]]
Sent: Tuesday, May 29, 2012 4:55 PM
To: [e-mail]
Subject: Stormwater permit SW8 060509 MOD - Summerhouse
Dear Mr. Clayton:
It appears that you have inadvertently left off your PE stamp on the drawings submitted for this permit modification.
Please advise if you have a valid reason for this. Otherwise, please revise and resubmit two (2) copies with a signed,
dated PE stamp.
Please let me know if you have any questions. We hope to receive this information by no later than June 6, 2012.
Best regards,
Steve Pusey
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
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i
CAROLINA
ENGINEERS. FA
July 26, 2012
CAROLINA ENGINEERS, PA
Geotechnical • Construction Materials • Forensic • Site Development • Surveying
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attention: Steve G. Pusey, Environmental Engineer
Reference: 2`1 Request for Additional Information Response
Stormwater Project SW8 060509
Summerhouse on Everett Bay, Onslow County, North Carolina
Mr. Pusey:
On behalf of the Summerhouse on Everett Bay Homeowners Association, Inc., the following
information is provided to continue the stormwater review:
/ 1. The property line change at the ROW for Holly Ridge Road affects part of the drainage area
No. 2 for Katydid Pond insignificantly. The revised % impervious area total for Katydid
drainage area shows a .32% change as compared to our previous correspondence submittal dated
April 20, 2012. (See attachment.)
2. Permit application form SWU-101, page 3 of 6, section IV.10 refers evaluators to the
respective attachment enclosed with "See Attached." (See attachment.)
V/3. Permit application form SWU-101, pages 4-5, Section VI has been initialed and noted as
previously submitted. (See attachment.)
/
4. Permit application form SWU-401, page 3 has been initialed. (See attachment.)
Please note this response to your request for additional information has been sent by FedEx
overnight and has arrived prior to your July 30, 2012 deadline.
Sincerely,
CAROLINA ENGINEERS, P.A.
CARL C. HUDDLE, P.E.
Project Engineer
cc: Amon McCormack, Jr.
ECEIVE
JUL 212012
Attachments: As As indicated.
G-I I Drawing - Revised Katydid Pond Drainage Area 7/26/12
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www,carolinaengineers.com

r 17V. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
® Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
® Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area:
River basin.
acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area-,:476.56 acres
+ Total project area shall be calculated to exclude the followin : the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHVIM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHM line. The resultant project.area is used to
calculate overall percent built upon area,(B LZA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 23.07 %
9. How.many drainage areas does the project have?5 (For high density, count I for each proposed engineered
stormwater BMP. For Iow density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format -as below..
Basan:Iiifoimatran "� = �' A .'
;Drau►a e Areal
,..--.-
Drain_ a" e.Area
vw�-t
Drama e,Area c
- •-r__,:r
°Drama eiAreaw
Receiving Stream Name
Stream Class.*
Stream Index Number "
Total Drainage Area (so
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Proposed Impervious Area s
% Impervious Area'" total
•..:" H14 R*• ;�li :
Im .envious wSurfaceArea.:Dra�na
'_:.. RI r!.'u ...Y.'..
eT.Area_.
,wJ. "�. " MC .'
Diaina e Aread_;
'�• ¢1C'! ka4:. .+.Wwh.
:Diaina e Areal r
.t:�,F M ^C�:'•
;Diauia e; AreaiE7
On -site Buildings/Lots (sf)
On -site Streets (sf)
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (sf)
Future (so
Off -site (so
Existing BUA*** (sf)
JUL
2 ] 2012 N
Total (so:
* Stream Class and Index Number can be determined at: http. portal.ncdenr.orgjwebhuelL/cE!J ; cat Li—
�* Imppervious area is defined as the built upon area including, but not Limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
�**Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

r -
r
11. How was the off -site impervious area listed above determined? Provide documentation -
Pro Fects -in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V.. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&.Nl) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttp://portal.ncdenr.org/web/wq/ws/su/bmp-manual. ,
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
-A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.or&/web/wq/wsZsu/stateswZfori s_docs. The complete
application package should be submitted to the appropriate DWQ Office. (he appropriate office may be
found by locating project on the interactive online map at http: / /portal,ncdenr.org/web/wq/ws/su/maps,)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. Nik-
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants WE - SVGK(TTE) O'k6
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M wv, SU� cci+
agreements) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to LLS&F�irrn
hn://www.envhelp:org/pages/onestopexpress.hbrd for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)"
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor p = �L�� ID
the project This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the somli tj C clk
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations, o�Tr�} C�
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: P2r�(. SUS}L1b
a. Development/Project name.
b. Engineer and firm.
c. Location map withnamed streets and NCSR numbers.
d. Legend.
e. North arrow.
f.' Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line od.a��
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation ofompounde Q�
structures, the banks of streams or rivers, and the MHW or of tidal Aterst�/e
i. Dimensioned property/ project boundary with bearings & distances.'
�?' 1 J
j. Site Layout with all BUA identified and dimensioned. ?
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details .of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist (Must be delineated by a.
qualified person, Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p.- Vegetated buffers (where required).
Form SVWU-101 Version 077un2010 Page 4 of 6

l y
9. ~Copy of any applicable soils report with the associated SHWT elevations (Please identify PTV. SoVilm LCA
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BNIPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal,' [phone].)
10. A copy of the most current property deed. Deed book: Page No: PWX SUBH am�) i_L4
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hqp-.//vrvvw.secre!l!a.state.nc.us/Corporations/CSearch.aVx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
h ortalmcdennor web w ws Z su statesw forms dots. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed 'restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any Iot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:. T, r aClayton, PE_
Consulting Firm: CT Clan, Sr., PE, Inc. _
Mailing Address: PO Box 578,46 West Washington Street _
City: Coats State: NC Zip: 27521
Phone: (910 )_ 897-7070
Email: [e-mail]
Fax [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has beers filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
Iisted in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
JUL z 7 aoia
BY: —
Form SWU-101 Version 07Jun2010
Page 5 of 6

W. REQUERED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1.000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
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 that the -following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets. .
Page/Plan
Initials Sheet No.
024 Plans a. t For projects in the 20 -coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 3 0 ' wide vegetative
buffer adjacent surface waters is provided.
C64' NIA b. tFor HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer is
provided adjacent to surface waters.
NIA c. IFor Phase II Post -Construction projects: All built upon area is located at least 30 feet landward of
all perennial and intermittent surface waters.
CN- Appendix d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to.the sale of any lots.
QUk SW401 e: Built upon area calculations are provided for the overall project and all lots.
Xi NIA f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
CCU' Plans g. Side slopes of swales are no steeper than 3:1; or no steeper than.5:1• for curb outlet swales.
i'l v Plans h. Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations for
shear stress and velocity are provided' if slope is greater than 5%.
W-k4- NIA i. At a -minimum, swales are designed to carrythe 10 year storm velocity at a non -erosive rate.
M i4_ NIA j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity c 2 ft/s).
NIA k. Swale detail and permanent vegetation is specified on the plans.
CCU NIA 1. Swale detail provided onplans; includes grass typc(s) for permanent vegetative cover.
Plans m. Swales are located in recorded drainage. easements.
NIA. ' n.fit Length of swale or vegetated area is at.least 100 feet far � O-d t..
NIA o.tt The system takes into account the run-off at ultimate b �ut otenhal frPo'AZ surfaces
J�C 2 7
draining to the system (delineate drainage area for each ale).TW ZUl2
Y
NIA p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional -buffers.
Form SW401-Low Density-l�ev.3-2/10/09 Page 3 of 5

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
July 19, 2012
Amon McCormack, Jr. - President
Summerhouse on Everett Bay Homeowners Association, Inc.
3129 Springbank Lane
Charlotte, NC 28226
Subject: 2nd Request for Additional Information
Stormwater Project No. SW8 060509
Summerhouse on Everett Bay
Onslow County
Dear Mr. McCormack:
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for Summerhouse on Everett Bay on April 26, 2012.
Due to the original plans not being sealed by an engineer, we requested additional
information on May 29, 2012. Due to the fact that a change in engineering firms was
required to seal the plans, we allowed additional time for resubmittal of plans with our
initial request for additional information. A preliminary in-depth review of that
information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. It appears that part: of drainage area #2 for Katydid Pond is affected by the
property line change at the ROW for Holly Shelter Road. If it changes
significantly, then it may affect pond sizing. The revised drainage area for
this pond should be documented with this modification. Please check
drainage area maps and calculations, and advise.
2. On permit application SWU-101, Please note "See attached" on page 3 of
6, section IV.10.
3. Please initial items in Section VI on page 4-5 of 6, Submittal
Requirements. If the item was previously submitted, just initial and note
"previously submitted."
4. Please initial items in Section IV on the Low Density Supplement, page 3
of 5.
5. Please remember that a change to one number may have a domino effect
on other numbers. Please check all plans, calculations and forms and
make changes as needed.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to July 30,
2012, or the application will be returned as incomplete. The return of a project will
necessitate resubmission of all required items, including, the application fee.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistanoe: 1-877-623.6748
Internet: w w.ncwaterquality.org
An Equal Opportunity l Affirmative Action Employer

Amon McCormack, Jr.
July 19, 2012
Stormwater implication No. SW8 060509
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is.a violation of NCGS 143-215.1 and.
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
Steve G. Pusey�
Environmental Engineer
GDS/sgp: S:1WQS1Stormwater\Permits & Projects120061060509 HD12012 07 addinfo
060509
cc: Carl Huddle, PE — Carolina Engineers, P.A.
Wilmington Regional Office Stormwater File
Page 2 of 2

CAKOLI NA
ENGINEERS. PA
Date:
CAROLINA ENGINEERS, PA
Geotechnical - Construction Materials • Forensic • Site Development • Surveying
LETTER OF TRANSMITTAL
July 9, 2012
TO: NC DENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
FROM: Carl Huddle, P.E. - President
ATTN: Steven Pusey, Environmental {
REF: Summerhouse on Everett Bay
Stormwater Management Permit Modification (New RoW to NCDOT)
WE ARE X Attached
SENDING: Drawings
Specifications
Separately
Change Order
Prints
Samples
Test Reports
X Plans
Copy of Letter
COPIES
DATE
NUMBER
DESCRIPTION
2
1/512012
Sheet G-4
Grading & Drainage Plans
2
115/2012
Sheet G-9
Grading & Drainage Plans
X For Approval
For Your Use
_Approved as Noted
_As Requested
—For Bids Due by: _
Other:
Approved as Submitted
Returned for Corrections
For Distribution
For Review and Comment
REMARKS: If you have anv cluestions, please call.
M"' ! 1 ,._- . �- _ a 1
It.
AASHTO RIO
PO Box 1595, New Bern, NC 28563, Tele: [phone]. Fax: [phone], www.carolinaengineers.com

i� , S
Pusey, Steven
From: Pusey, Steven
Sent: Friday, July 06, 2012 3:13 PM
To: 'Carl Huddle'; [e-mail]
Cc: Lonnie Dow; Steve Baker
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Dear Mr. Huddle:
To date I have not received anything. If I do not receive the package by Tuesday, July 10, 1 will have to return the
project.
Regards,
Steve Pusey
DWQ
From: Carl Huddle [mailto:[e-mail]]
Sent: Wednesday, June 27, 2012 4:25 PM
To: [e-mail]; Pusey, Steven
Cc: Lonnie Dow; Steve Baker
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Dear Mr. Pusey:
Carolina Engineers, PA will provide sealed drawings for the modification.
week.
Please let me know if this is not acceptable.
Carl C. Huddle, PE
Carolina Engineers, PA
252-633-2424
From: C. Tyrus Clayton, Jr., PE [mailto:[e-mail]]
Sent: Wednesday, June 27, 2012 3:00 PM
To: 'Pusey, Steven'
Cc: Carl Huddle; Lonnie Dow; Steve Baker
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Mr. Pusey,
We should be sending the drawings out this
I have had several conversations with Mr. Huddle's office. Based on of these conversations and the fact our firm was un-
involved in the latest revision, they will be removing our logo from the•revised drawing sheets and re -issuing you new
sheets sealed by Mr. Huddle.
Please feel free to contact Mr. Lonnie Dow or Mr. Huddle directly with any concerns. They are copied on this email.
Sincerely,
C. Tyrus Clayton, Jr., PE
Vice President
C. T. Clayton, Sr., PE, Inc.

(9it) 897-7070
[phone] cell
From: Pusey, Steven [mailto:steven.pusey(5)ncdenr.govl
Sent: Friday, June 22, 2012 2:47 PM
To: [e-mail]
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Importance; High
Dear Mr. Clayton:
I haven't heard anything from Mr. Huddle. Can you please expedite and advise the status? if I don't hear anything soon,
I will have to return the project.
Thanks,
Steve Pusey
DWQ
From: C. Tyrus Clayton, Jr., PE [mailto:[e-mail]]
Sent: Thursday, May 31, 2012 10:16 AM
To: Pusey, Steven
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Not sure yet. Awaiting a call from Mr. Huddle.
C. Tyrus Clayton, Jr., PE
Vice President
C. T. Clayton, Sr., PE, Inc.
[phone]
[phone] cell
From: Pusey, Steven[maiIto: [e-mail]]
Sent: Thursday, May 31, 2012 9:52 AM
To: [e-mail]
Cc: 'Carl Huddle'
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
OK. I look forward to hearing from him. Just for my reference, will you need to stamp the revised drawings?
Steve
From: C. Tyrus Clayton, Jr., PE [mailto:[e-mail]]
Sent: Thursday, May 31, 2012 9:46 AM
To: Pusey, Steven
Cc: 'Carl Huddle'
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Mr. Pusey,
I received your vmail. Mr. Huddle from Carolina Engineers should be contacting you to handle this.

C. Tyrus Clayton, Jr., PE
Vice President
C. T. Clayton, Sr., PE, Inc.
[phone]
[phone] cell
From: C. Tyrus Clayton, Jr., PE [mailto:tyrus@ctcla)ton.coml
Sent: Tuesday, May 29, 2012 5:37 PM
To: 'Pusey, Steven'
Subject: RE: Stormwater permit SW8 060509 MOD - Summerhouse
Mr. Pusey,
Please call me at your earliest convenience. I just left you a vmail. My contact numbers are below.
I am a little confused with your request. Our files indicate a full set of drawings were signed/sealed on 8/25/09 (24
sheets). Our last action on this project was the submission of the as -built certification statement for the constructed
wetlands in August 2010.
Sincerely,
C. Tyrus Clayton, Jr., PE
Vice President
C. T. Clayton, Sr., PE, Inc.
[phone]
[phone] cell
From: Pusey, Steven [m 6 i en. use ncdenr. ov]
Sent: Tuesday, May 29, 2012 4:55 PM
To: [e-mail]
Subject: Stormwater permit SW8 060509 MOD - Summerhouse
Dear Mr. Clayton:
It appears that you have inadvertently left off your PE stamp on the drawings submitted for this permit modification.
Please advise if you have a valid reason for this. Otherwise, please revise and resubmit two (2) copies with a signed,
dated PE stamp.
Please let me know if you have any questions. We hope to receive this information by no later than June 6, 2012.
Best regards,
Steve Pusey
c CA,X- c 47. 'P"
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
3

qWBefore printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and maybe disclosed to third parties,
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Pusey, Steven
From: Pusey, Steven
Sent: Tuesday, May 29, 2012 4:55 PM
To: '[e-mail]'
Subject: Stormwater permit SW8 060509 MOD - Summerhouse
Dear Mr. Clayton:
It appears that you have inadvertently left off your PE stamp on the drawings submitted for this permit modification.
Please advise if you have a valid reason for this. Otherwise, please revise and resubmit two (2) copies with a signed,
dated PE stamp.
Please let me know if you have any questions. We hope to receive this information by no later than June 6, 2012.
Best regards,
Steve Pusey
cstmvz,c Cj. lPMA,-y.
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third parties.

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Basin Information
No. 1 Drainage Area
Spicer Lake Drainage Area
Receiving Stream Name
Kings Creek - Restricted Area
Receiving Stream Class
SC, Sw, HQW
Drainage Area
6,283,163 a�
Existing Impervious Area
0
Pro osed Impervious Area (Total)
3,158,439
Impervious Area (Total)
50.27%
Impervious* Surface Area
No. 1 Drainage Area
Spicer Lake Drainage Area
On -Site Streets & Sidewalks
612,032
Spicer Park Pavilion
3,746
Club House Site
95,429
Post Office Site
6,249
Lots 1-37 (3,200/lot)
118,400
Lots 300-339 (3,500/lot
140,000
Lots 340-364 (4,000/lot)
100,000
Lots 356-397 (3,200/lot)
105,600
Lots 398418 (4,000/lot)
84,000
Lots 419-505 3,500/lot
304,500
Lots 506-521 4,000/lot
64,000
Lots 522-539 3,200/lot
57,600
Lots 540-547 4,000/lot
32,000
Lots 550-566 4,000/lot
68,000
Lot 567 3,500/lot
3,500
Lots 60D-620 3,500/lot)
73,500
Lots 621-623 4,000/lot)
12,000
Lots 977-998 3,200/lot)
70,400
Pond Surface
1,207,483
Total (SF)l
3,158,439
Total (AC)l
72.51
BUG 0 6 2gdg

Basin information
No. 2 Drainage Area
Katydid Pond Drainage Area
Receiving Stream
Kings Creek - Restricted Area
Receiving Stream Class
SC, Sw, HQW
Drainage Area
844,724
Existing Impervious Area
0
Proposed Impervious Area Total
569,351
% Impervious Area Total
67.40%
Impervious* Surface Area
No. 2 Drainage Area
Katydid Pond Drainage Area
On -Site Streets & Sidewalks
201.247
Boat Storage
69,000
Lots 888-896 4,50011ot
40,500
Lots 897-926 3,20011ot
96,000
Lots 937-952 4,500/lot
72,000
Pond Surface
90,604
Total SF
569,351
Total AC
11.49
JU(? I 2012
BV._

Basin Information
No. 3 Drainage Area
Twinin Rose Pond Drainage Area
Receiving Stream Name
Kings Creek - Restricted Area
Receiving Stream Class
SC, Sw, HOW
Drainage Area
1,862,029
Existing Impervious Area
0
Proposed Impervious Area Total
794,607
Impervious Area Total
42.87%
Impervious* Surface Area
No. 3 Drainage Area
Twining Rose Pond Drainage Area
On -Site Streets & Sidewalks
179,032 --
Lake Caroline Parking
5,175
Lots 837-869 3,200/lot
105,600
Lots 870-888 4,500I1ot
85,500
Lots 927-937 4,50011o1
49,500
Lots 953-976 4,500/lot
108.000
Lots 977-998 3,200/loi
70.400
Pond Surface
191,400
Total SF
794,607
Total AC
18.24
Basin Information
No. 4 Drainage Area
Painted Lady Pond Drainage Area
Receiving Stream Name
Kings Creek - Rest6cted Area
Receiving Stream Class
SC, Sw, HOW
Drainage Area
1.149,113
Existing Impervious Area
0
Proposed Impervious Area Total
506,919
0/6 Impervious Area Total
44.11%
Impervious* Surface Area
No. 4 Drainage Area
Painted Lady Pond Drainage Area
On -Site Streets & Sidewalks
98,881
Lots 37-52 3,200/lot
48,000
Lots 52-76 3,500/lot
87,500
Lots 547-551 4,000IIot
20,000
Lots 568-599 4,000/lot
128,000
Pond Surface
124,538
Total SF
506,919
Total AC
11.64
Alf G p 6 2p09

Basin Information
No. 5 Drainage Area
Boat Ramp Drainage Area
Receiving Stream
Kings Creek - Restricted Area
Receiving Stream Class
SC, Sw, HOW
Drainage Area
36,155
Existing Impervious Area
0
Proposed Impervious Area (Total)
20,586
% Impervious Area Total
56.94%
Impervious* Surface Area
No. 5 Drainage Area
Boat Ramp Drainage Area
Lot 1018
3,200
Ramp Parking
17,386
Total SF
20,586
Total (AC)
0.47
E C E I V E n
AUG 0 7 2009 U
Dwa
PROJ #

CAROLINA ENGINEERS, PA
CAROL! NA
ENGINEERS. PA
April 20, 2012
Geotechnical • Construction Materials • Forensic • Site Development • Surveying
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attention: Ms. Kelly Johnson
Reference: Full Permit Modification Request - Stormwater Project SW8 060509
Summerhouse on Everett Bay, Onslow County, North Carolina
Mrs. Johnson:
Summerhouse on Everett Bay Homeowners Association, Inc. would like to deed a new Right of
Way to the North Carolina Department of Transportation (NCDOT). This new Right of Way
requires a revision to .the above referenced stormwater permit.
The attached plans depict the current and proposed new NCDOT Right of Ways. The following
summarizes changes to the existing stormwater permit:
1. Total Drainage Area will be reduced by 13,409 square feet. (see attachment I)
2. Total Site Area (SA) will be reduced by 13,409 square feet. (see attachment 2)
Upon your authorization, a revised plat depicting the new NCDOT right of way will be recorded.
Once recorded, we will forward the deed book and page number for your records.
If you have any questions, please call me at [phone].
Sincerely,
CAROLINA ENGINEERS, P.A.
CARL C. HUDDLE, P.E.
Project Engineer
cc: Amon McCormack, Jr.
APR 2 6 2012
BY:
Attachments: Updated Form SW 101 (Revised Total Drainage Area)
Updated Form SW401 (Revised BUA Calculation)
Plans depicting new NCDOT Right of Way (Sheets G-4 & G-9)
Designer's Certification
Application Fee Payment
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers.com

DWQ USE ONLY
Dot Received
Fee Paid
'ermit Number
ZV
Applicable ules: ❑ Coastal SW -1.995 ❑ Coastal SW - 2008 ❑ Ph lI - Post Construction
(select all that apply) ❑ Non -Coastal SW- i-IQW/ORW Waters ElUniversal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fornz may be pliotocopied for use as azz original
GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Summerhouse on Everett Bay
2. Location of Project (street address):
SR 1534
City: Holly Rid
County: Onslow
3. Directions to project (from nearest major intersection):
Zip: 28445
From Hwy. 17 in Holly Ridge, NC take SR 1538 to SR 1534. Project site located 3.0 miles on SR1534.
4. Latitude: (r-E� Longitude: � of the main entrance to the project.
9y.4f9 9,>77 d
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 060509 , its issue date (if known) 8 6 09 , and the status of
construction: []Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ❑High Density ❑Drains to an Offsite Stormwater System ®Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state Stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
®LAMA Major ®Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
APR 2 6 2012
Form SWU-101 Version 07Jun2010
Page 1 of 6
BY:

: 1 I
ll. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Summerhouse on Everett Bay Home Owners Association, Inc..
Signing Official & Title: Amon McCormack fr., - President
b.Contact information for person listed in item I above:
Street Address: 3129 Springbank Lane
City: Charlotte State: NC Zip: 28226
Mailing Address (if applicable):
City:
State:
Phone: (704 ) 564-2611 Fax: { 1
E-mail:
Zip:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Ti
b.Contact information for person fisted in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
State:
Zip:
City: State: Zi
Phone:
Email:
Fax:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: EC E IV
Signing Official & Title: W A no I C In ')
b. Contact information for person listed in item 3a above:
Mailing Address:
BY:
City: State: Zip:
Phone: f } Fax:
Email:
4. Local jurisdiction for building permits: Town of Holly
Point of Contact: `I'onv Fann
Phone #: (910 ) 329-7081
Donn SWU-101 Version 07.lun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
® Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
® Coastal SW -1995 ❑ Ph U - Post Construction
3. Stormwater runoff from this project drains to the
River basin.
4. Total Property Area: acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) -- Total Surface Water Area (6) = Total Project
Area+:476.56 acres
+ Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NKM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project.area is used to
calculate overall percent built upon area,(B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 23.07
9. How many drainage areas does the project have?5 (For high density, count Z for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information . `'"
Dfaiiia "e Areal"-
`Dr'aina `e'Area Area,
,Drama ge Area C:
Dr`alc a e Area
Receiving Stream Name
Stream Class *
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (so
Proposed Impervious Area s
% Impervious Area** total
lnl ervious Surface'Area ' '
Drama 'e Area
Drains e Area._'..
Drama 'e�'Area.
Drains e Area...',
_
On -site Buildings/Lots (so
On -site Streets (sf)
On -site Parking (so
On -site Sidewalks (so
Other on -site (sf)
Future (sf)
Off -site (sf)
Existing BUA*** (so
72012
Total (sf):
Stream Class and Index Number can be determined at: httpY&ortal.ncdenr.orgzTeb/wg/ps, (elassi ca j
Impervious area is defined as the built upon area including, but not limited to, buildings, roa s, parking areas,
sidewalks, gravel areas, etc.
"** Report only that amount of existing BUA that will remain after development. Do not report any existing B LIA that
is to be removed and which will be replaced by new BLIA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

.fan. 09, 2012
Revised Basin Information
Revised Total Drainage Area
Receiving Stream Name
Spicer Bay/Everett Bay/Kings Creek - Restricted Area
Receiving Stream Class
SC, Sw, HOW
Drainage Area
20,75%156
Existinq Impervious Area
0
Proposed Impervious Area Total
4,789,131
% Impervious Area Total
23.07.%
Impervious* Surface Area
Total Drainage Area
On -Site Streets
961,561
On -Site Sidewalks & Parking
180,286
Club House Site & Parking
95,429
Lake Caroline Parking
5,175
Spicer Park Pavilion
3,746
Post Office Site
6,249
Boat Ramp ParkinE
17,386
Tennis CourtlWalks
15,156
Boat Stora a
69,000
Lots
3,383 300
Future Development
51833
Total:
4,789131
* r17oes i�n� InCludc po•,•i st4r4Cc_ cAre01
pU{ da�j 14C( QC 4k L4A
f '�W r—@tMA. i
of $/z�l�
ECER VC,
APR 2 6 2012
BY:—

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttp://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from h orLal.ncdenr.or web w ws su statesw forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal,ncdenr.org/web/wq/,A,s/­­su/­maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from ht!p://RorLai.ncdenr.org/web/`LA:q/­wsZsu/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. eft4r
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants CC -
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M+�,UBMliTt� Uzk-
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to pMV, 80SAJJV* MM-
http:f_/www.envhelp.org,/pages/onestol2express.hbrd for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
a
A USCS map identifying the site location. if the receiving stream is reported as class SA or the PM. 5UBA
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
PW• &)BMiT -M �-
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: QQ1f.l3BK[nb
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f: Scale.
g. Revision number and dates.
h. Identify"all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or N -M lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.'
j. Site Layout with all BUA identified and dimensioned.�`��
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measured JULm. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a 8 1 l 2012
qualified person. Provide documentation of qualifications and identify the person who9Y.
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of 6
Sealed, signed and dated calculations.

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify PeN. SUBM
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: Pl?m sumCL,4
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC M1).901311 L 7� CC64-
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hn: //www.secrejEly.state.nc.us/Corl2orations/CSearch.aVx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, Iot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://Rortal.ncdenr,org/web/­wq/ws/su/statesw/fornis _docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit hoIder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and Iisted
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:_ Tvrus Clayton, PE
Consulting Firm: CT CIaxton, Sr., PE, Inc.
Mailing Address: PO Box 578,46 West Washington Street
City: Coats State: NC Zip: 27521
Phone: (910 ) 897-7070
Email: [e-mail]
Fax: (252 ) 672-8577
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) _ , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
FE�Czuvz
JUL 2 2012
Form SWU-101 Version 07Jun2010 Page 5 of 6

�M the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-21.5.6.
Signature:
Date:
I, , a Notary Public for the State of , County of
do hereby certify that
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item In) Summerhouse On Everett Bail Horne Owners
Association, Inc, - Amon McCormack, jr.- President
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 the
applicable stormwater rules under 15A NCAC 21-I .1000, SS'L 2006-246 (Ph. It - Post Construction) or SL 2008-211.
Signature:_ �i�-¢� 17' /5P PSi p -f..1 Date:
I, Y O V e 4 7✓ 4 a Notary Public /' for the State of M it County of
5 do hereby certify that 'a/%'�9i4! I 0 (2d4!?74 C personally appeared
before me this /Y clay of & :ZRZ and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, t Y
VW M L.1AIHIREY
SEAL Notary Patti to
Caberrw Cowry
NWM Cerallaa
AAII Commisslon use Sep 12.2013
My commission expires ! Z
APR 2 6 1012
BY:
Form SWU-101 Version 07Jun2010 Page 6 of 6

WA COWWROIDU E%b;aa vGb IS' SOl3
COMUM CO.'IL ,
womb w?I;c
AIAMM f ' MURA

Permit No.
State of North Carolina
(to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Qualify
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This farm may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .I008(g).
I. PROJECT INFORMATION
Project Name : Summerhouse on Everett Bay Homeowners Association, Inc.
Contact Person: Amon McCormack, Jr.- President Phone Number: ( 704 )564-2611
Number of Lots: 1029 Allowable Built Upon Area (BUA) Per Lot*:See Attached Table
Number of Dwelling Units Per Acre* * :
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase ❑ Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.ne.us/sulbmp_forms.htm)E � ,'
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. APR Z4��
• DF Density Factor - the appropriate percent built upon area divided by 100. BY:
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces Jocated between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built.upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Forst SW40I-Low Density-Rev.3-2/10/09 Page 1 of 5

� F
Calculation:
For uniform lot sizes:
SA: ft2 x DF: — RA: ft2 — (OA: ft2 = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: 20759156 ft2 x DF: 24/100) -- (RA: 96156t ft2) — (OA: 444270 ft2) = Total allowable lot BUA
3576366 ft2
b. Total BUA from lot listing: 3, 383, 300sf b must be:5 a
III. DESIGN fNFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdse.nws.noaa.gov/hdse/pfds/
Table 1. Swale design information based on the 10-vear storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
%
Vallow
f s
Vactoal
(fps)
Flow
Depth (ft
1
L-
2
3
4
5
6
7
8
9
10
11
12
`
13
14
�.
15
APR
' �r
2 6LW
16
17
18
19
r__20
Form S W401-Low Density-Rev.3-2110109 gage 2 of 5

W. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 21-1.1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
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. lnitial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary.. if the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If 'any item is not met,
then 'ustification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
Plans a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface'waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
NIA b. tFor HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer is
provided adjacent to surface waters.
NIA c. tFor Phase H Post -Construction projects: All built upon area is located at least 30 feet landward of
all perennial and intermittent surface waters.
Appendix d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
SW401' e. Built upon area calculations are provided for the overall project and all lots.
NIA £ Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
Plans g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
Plans h. Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations for
shear stress and velocity are provided if slope is greater than 5%.
NIA i. -At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
NIA j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
NIA k. Swale detail and permanent vegetation is' specified on the plans.
rr—"
NIA 1: Swale detail provided on plans; includes grass type(s) for permane etative eover:—
Plans m. Swales are located in recorded drainage easements. Apt 2012
NIA n.tt Length of swale or vegetated area is at least 100 feet for each outlet.
NIA o.tt The system takes into account the run-off at ultimate built -out p8Y&ntia sur aces
draining to the system (delineate drainage area for each swale).
NIA p." Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
Form SW401-Low Density-Rev.3-2110109 Page 3 of 5

tt Only complete these items for projects with curb outlets.
lipECEIv .
APR Z 6. 2012
BY: ---
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 5

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
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 and Title: Summerhouse On Everett Bay Home Owners Association Inc.
Amon McCormack, Jr.- President
Address: 3129 Springbank Lane, Charlotte, NC 28226 r
Phone: [phone] r, Date: '7c/
/1
Signature:.. -
Note: The legally responsible party should not be a homeodners association unless more than 50% of the lots have been sold and a
`, resident of the subdivision has been named the president.
I, V I II /R X)- L. &7F4 / TLC, a Notary Public for the State of IJ C County of
�A8l�,d.fP�j do hereby certify that ,4A P J 9- jo& , personally appeared before me this _
day of A0.41L /4 9P%/ Z , and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
Notary signature APR 2 5 2012
VNIAN L. WHITLEY
Notary Public BY:
N" Carolina
my Comndsalon Expires Sep 12, 2013
My commission expires 4/ L /
Form SW401-Low Density-Rev.3-2/10/09 Page 5 of 5

State Stormwater Management Systems
Permit No, SW8.060509 mod
Summerhouse on Everett Bay
Stormwater Permit No. SW8 060509 Modification•
Onslow County.
Designer's Certification
Page i of 2
I, C�a en� , as a duly registered p a�sim,I En r- ' in the State
of North arolina, having been authorized to observe 6ertodicall weeklylfgil time) the
construction of the project,
_-S+r,nmPrb 0JSC on C Verb' 4
(Project)
for _ . Nacjl Peg eu lapTaxhr, (Project Owner) hereby state that, to the best of
my abilities, due care and dtllgence was used In the observation of the 'project construction such
that the construction was observed to be built within substantial compliance and Intent of the
approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date, S�j-7 ;
Paqe 7 of 8
NO
01%J11urtiiJO
'0
ov'� O0" CA1?0(',rr
�A'L's�1d y°,p,,
SQL
N
n than
CLO
°��+►Erlttctil4tiL�
EC UVE,
APR 2 6 2012

r:w
Certification Requirements:
Permit No. SW8 060509 mod.
Page-2'of 2
C7 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.
C13.
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.
t5.
The outlet/bypass structure elevations are per the approved plan,
6.
The outlet structure is located per the approved plans,
�7.
Trash rack is provided on the outlet/bypass structure.
CJg8.
All slopes are grassed with permanent vegetation.
LZ .
Vegetated slopes are no steeper than 3:1.
�10.
The inlets are located per the approved plans and do not cause short-circutfing of
the system.
11,
The permitted amounts of surface area and/or volume have been.provided.
M/ 12.
Required draw down devices are correctly slzed per the approved plans..
G 13.
Ail required design depths are provided.
C70 14.
All required parts of the system are provided, such as a vet ,'
foFel3 ate�l-ftiter, Deep �a s h� 11ow w a-t e ; "d � .s 4116W lqlo
IN5.
The'required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Onslow County.Building Inspections
ECEIVE,4'
APR 2.6 2012
BY. —
Page 8 of 8

Completeness Review hecklist
Project Name: �mrLt;rsuS> Q.�� �`7 Received Date:
Project Location: Accepted Date:
Rule(s) 1-12008 Coastal
1995 Coastal
0Phase It (WiRO)
Universal �1988 Coastal
Type of Permit: New or
Mod or PR
Existing Permit (Mo
r PR): C)(,0509
PE Cert on File?
Density: HD or LD I Type: Comn
%: - CIO) Stream Class:
Map
NCG:
ite to SW8
Subdivided?: 5 divisi n or Single Lot 11 JORW Map I I JExempt
Paperwork Emailed Engineer on:
Supplement(s) (1 original per BMP) BMP Type(s): T
O&M with correct/original signatures (1 original per BMP except LS/VFS and swalesj
ffApplication with correct/original signatures i
❑Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer: r
505 (within limo) 'f'd7 11a Cf )QIJ
Soils Report with SHWT raimv\fO 'ds(pE CAr (�ZC-- A TO AC�DC7
Calculations (signed/sealed)
ENo obvious errors } CSSECZ� �7 6-5A) g 06050q W I\i
Density includes includes common areas, etc In�Q
Deed Restrictions, if subdivided:
Signed & Notarized
nCorrect Template (Comm/Res & HD/LD) or Dec. Covenants & Rest.
Plans
1:12 Sets
Grading
Vicinity Map
Legend
Infiltration
Is Report
SHWT:
Bottom:
Visited:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
�DA Maps 1-1 Project Boundaries
Wet Pond
El Soils Report
SHWT:
PP:
Pro
Offsite
F—IPE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Proposed:
Lot #:
Lot # Matches Master
sf
sf
Proposed:
SA (sf)

Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, January 27, 2012 9:36 AM
To:'[e-mail]'
Subject: Stump Sound WWTP
Attachments: 2012 01 return_app 010326.docx
Carl,
I talked to Linda Lewis about the issue of deeding land to DOT along the main highway of this project as well as
Summerhouse. Any time you deed land to DOT like this such that the project area for the permit decreases the
stormwater permit has to be modified to reflect the latest project area. DOT has their own "big" permit for stormwater
so that land becomes covered by DOT's permit. It is different than deeding land to any other entity because DOT has
that "big" permit. This project will work just like we discussed for Summerhouse. If only the project area is changing (no
BMP changes, deed restriction changes, etc) then just submit the data for the elements that are changing in your
resubmittal.
Thanks,
Kelly
*** My email has changed to [e-mail]
K.eUW0VlwSow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

4
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
January 23, 2012
Summerhouse on Everett Bay Homeowners Association, Inc.
C/o Amon McCormack Jr.
3129 Spring Bank
Charlotte, NC 28226
Subject: APPLICATION RETURN: SW8 060509
Summerhouses on Everett Bay
Onslow County
Dear Mr. McCormack:
Dee Freeman
Secretary
On January 17, 2011, the Division received an incomplete State Stormwater Management Application for the project
listed above. The application is being returned because the application package lacked the necessary elements to
accept it for review. I understand from the information provided that you plan to deed a new Right of Way to NCDOT
and that that action will result in decreases to the total site area/project area and to the drainage area each in the
amount of 13,409sf. This requires a full permit modification. The application form and instructions are available on
our website, hftp://portal.ncdenr.org/web/wci/ws/su/statesw/forms docs.
Please provide the requested information and return the package to the address below. Note that the 90-day
statutory permit review time begins upon receipt of a complete application. If you have any questions, please do not
hesitate to call me at [phone] or email me at kelly.p.johnson@ncdenr,gov.
Sincerely,
OellyyVon
Environmental Engineer
GDS/kpj: S:IWQSIStormWaterlPermits & Projects00061060509 HDQ012 01 retum_app 060509
cc: Carl Huddle, PE, Carolina Engineers, PA
Wilmington Regional Office File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] \ DENR Assistance: 1-877-623-6748
Internet: www.ncwaterqualiry.org
An Equal Opportunity l Afrrmalive Action Employer
NorthCarolina
Naturally

Completeness Review Checklist
Project Name: 1'111Yj�_( r51� OK-Aa2E-� q,,� Received Date: `f ,�
Project Location:Accepted Date:
Rule(s) 1:12008 Coastal 1995 Coastal Phase II (WiRO)Universal El1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR): O(COSC)q =PE Cert on File?
Density: HD or LD Type: Commercial or Residential DNCG:
%: _M(% OK?) Stream Class: ❑SA Map E]Offsite to SW8
Subdivided?: Subdivision or Single Lot ORW Map Exempt
Paperwork Emailed Engineer on:
�Supplement(s) (1 original per BMP) BMP Type(s):
�O&M with correct/original signatures (1 original per BMP except L5/VFS and swales)
❑Application with correct/original signatures
❑Corp or LLC: Sim Au_ th• per SoS _ or letter Note to Reviewer.
❑$505 (within 6mo) _ 1� 1�A ►3,-10g RIc- l��i�
V
Soils Report with SHWT ❑7
❑Calculations (signed/sealed) �0ti •. t (C.'MQ1%a0A
} 1 t � n.dLs H R
❑No obvious errors 9f� , V6 �M it �Misi �curt� '�})
i � l,ve� Ran
nDensoty includes common areas, etc
*X0 r E" k-t J49MC6
Deed Restrictions, if subdivided
Signed & Notarized
VW110
-a\x;LPu. 3o076 r'D
Plans 1
❑2 Sets Details (roads, culsd -sacs, curbs, sidewalks, BMPs, Buildings, etc)
ElGrading �Wetlands: Delin ated or No Wetlands
❑Vicinity Map Layout (pro • ed BUA dimensions)
Legend �DA Maps Project Boundaries
Infiltration Wet Pond Offsite
Soils Report `Soils Report ❑PE Cert for Master Lot #:
SHWT: 0 SHWT: Deed Rest for Master Lot # Matches Master
Bottom: PP:� BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

CAROLINA ENGINEERS, PA
CAROLINA
ENGINEERS. PA
January 4, 2012
Geotechnical • Construction Materials • Forensic • Site Development • Surveying
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attention: Mrs. Mary Naugle
Reference: Request for Permit Revision - Stormwater Project SW8 060509
Summerhouse on Everett Bay, Onslow County, North Carolina
Mrs, Naugle:
Summerhouse on Everett Bay Homeowners Association, Inc. would like to deed a new Right of
Way to the North Carolina Department of Transportation (NCDOT). This new Right of Way
requires a revision to the above referenced stormwater permit.
The attached sketch plans depict the old and proposed new NCDOT Right of Ways. The
following summarizes changes to the existing stormwater permit:
1. Total Drainage Area will be reduced by 13,409 square feet. (see attachment 1)
2. Total Site Area (SA) will be reduced by 13,409 square feet. (see attachment 2)
Upon your authorization, a revised plat depicting the new NCDOT right of way will be recorded.
Once recorded, we will forward the deed book and page number for your records.
If you have any questions, please call me at [phone].
Sincerely,
CAROLINA ENGINEERS, P.A.
CARL C. HUDDLE, P.E.
Project Engineer
cc: Amon McCormack, Jr.
Attachments: Plan depicting new NCDOT Right of Way
Revised Basin Information (Total Drainage Area)
Revised Form SW401, Page 2 of 5
JAN 17 2012
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers.com

CAROLINA ENGINEERS, PA
CAROLINA'
ENGINEERS. PA
January 4, 2012
Geotechnical - Construction Materials • Forensic • Site Development - Surveying
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attention: Mrs. Mary Naugle
Reference: Request for Permit Revision - Stormwater Project SW8 060509
Summerhouse on Everett Bay, Onslow County, North Carolina
Mrs. Naugle:
Summerhouse on Everett Bay Homeowners Association, Inc. would like to deed a new Right of
Way to the North Carolina Department of Transportation (NCDOT). This new Right of Way
requires a revision to the above referenced stormwater permit.
The attached sketch plans depict the old and proposed new NCDOT Right of Ways. The
following summarizes changes to the existing stormwater permit:
1. Total Drainage Area will be reduced by 13,409 square feet. (see attachment 1)
2. Total Site Area (SA) will be reduced by 13,409 square feet. (see attachment 2)
Upon your authorization, a revised plat depicting the new NCDOT right of way will be recorded.
Once recorded, we will forward the deed book and page number for your records.
If you have any questions, please call me at [phone].
Sincerely,
CAROLINA ENGINEERS A.
CARL C. HUDDLE, P.E.
Project Engineer
RECEIVE
cc: Amon McCormack, Jr. JAN 17 2012
Attachments: Plan depicting new NCDOT Right of Way BY:
Revised Basin Information ( I otal Drainage Area)
Revised Form SW401, Page 2 of 5
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers.com

Jan. 09, 2012
Revised Basin Information
Revised Total Draina a Area
Receiving Stream Name
Spicer Bay/Everett Bay/Kings Creek - Restricted Area
Receiving Stream Class
SC, Sw, HQW
Drainage Area
20,759,156
Existing Impervious Area
0
Proposed Impervious Area Total
4,789,131
% Impervious Area Total
23.07%
Impervious* Surfaco Area
Total Draina a Area
On -Site Streets
961,561
On -Site Sidewalks & Parking
180,286
Club House Site & Parking
95,429
Lake Caroline Parking
5,175
Spicer Park Pavilion
3,746
Post Office Site
6,249
Boat Ramp Parking
17,386
Tennis Court/Walks
15,166
Boat Storage
69,000
Lots
3,383,300
Future Development
51833
Total:
4,789,131
�c�rvEli
JAN 17 2012
BY:��

Calculation:
For uniform lot sizes:
(SA: ft2 x DF: } — (RA: ft2) — (OA: ft2) = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: 20759156 ft2 x DF: 24/100) — (RA: 961561 ft2) — (OA: 444270 ft2) = Total allowable lot BUA W
3576366 ft2
b. Total BUA from lot listing: 3,383,300sf. b must be ¢ a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 10-year storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
(%)
Vallow
(fps)
Vactual
(fps)
Flow
Depth (ft)
I
4
5
6
7
8
9
10
11
12
13
14
15
16
%
x -V
17
18
`'A 1
f LUIL
19
70
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 5

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