SW8050516_Historical File_20050702

�QF WgrF�4 Michael F. Easley, Governor
Q� William G. Ross, Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
a Alan W. Klimek, P.E. Director
Division of Water Quality
June 2, 2005
Mr. Randy Allen, President
R.A. North Development, Inc.
110 Matthews Station Street, Suite 2D
Matthews, NC 28105
Subject: Stormwater Permit No. SW8 050516
Cannonsgate at Bogue Sound
Low Density Subdivision with a Curb Outlet System
Carteret County
Dear Mr. Allen:
The Wilmington Regional Office received a complete Stormwater Management Permit
ew
Application for Cannonsgate at Bogue Sound on May 26, 2005. Staff reviof 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 050516,
dated June 2, 2005, which replaces Permit No. SW8 890308, for the construction of the
subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject tc
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request q;n adjudicatory hearing upon written request within thirty (30) days
followlnq receipt of f is permit. This request must be in the form of a written petition,
conforming to ChapJgr 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either Paul Bartlett or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor,,
Surface Water Protection Section
ENB/ptb: S:1WWSTORMWATERIPERMIT1050516
cc: Carolina Engineers, PA
xA
Katrin;Marshall, Carteret County Inspections
A.C.-,,erette, NCDOT Division 2, District 2 Engineer
Division of Coastal Management
Paul T:j. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us Tone
NNP Carolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper atllAdy

State Stormwater Management Systems
Permit No. SW8 050516
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH A CURB OUTLET SYSTEM
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
RandyAllen and R.A. North Development, Inc.
Cannonsgate at Bogue Sound
Carteret County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with a curb
outlet system in 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 replaces Stormwater Permit No. SW8 890308 and shall be effective from
the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
I. DESIGN STANDARDS
1. The pro1'ect is permitted for 525 lots, each limited to a maximum built -upon area
as listed in Attachment D, as defined by the stormwater rules, and as indicated in
the approved plans.
2. The overall tract built -upon area percentage for the project must be maintained
at 25%, per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or
1 00'vegetated area shown on the a proved plan must be maintained at a
minimum ':of 100' long, maintain 5:1 H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5 /o, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated cover, and be located in either
a dedicated common area or a recorded drainage easement.
4. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to
provide access to lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 050516
II. SCHEDULE OF COMPLIANCE
Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built -upon surface, per the approved plans
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition'to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built -upon area 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.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must
be noted on the Certification. The permittee shall submit the Certification to the
Division Within 30 days of completion of the project.
8. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
9. Each lot in the subdivision covered by this permit will maintain a minimum 30 foot
wide vegetative buffer between all impervious areas and surface waters.
10. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
11. All roof drains must terminate at least 30' from the Mean High Water mark.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 050516
12. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 050516, as issued
by the Division of !^later Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary, of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot for 525 lots is as defined by
Attachment D. This allotted amount includes any built -upon area
constructed within the lot property boundaries, and that portion of the
right -of -war between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, aspphalt, concrete,
gravel, brick, stone, slate, coquina. driveways. and parkina areas; hid
does not include raised, open wood decking, or the water surface of
swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
sw'ales, etc.) associated with the development except for average
driveway crossings, is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
i. A 30' vegetated buffer must be maintained between all built -upon area
and the Mean High Water line of surface waters.
j. All roof drains shall terminate at least 30' from the Mean High Water mark.
I. Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain
5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner, maintain
a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified: in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
14. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 050516
15. Prior to transfer of ownership, the swales must be inspected and determined to
be in compliance with the permit. Any deficiencies will be repaired or replaced
prior to the transfer.
16. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuafnce of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
i
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit transfer request must be
submitted to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permittee is responsible for compliance with
all the terms and conditions of this permit until the Division approves the permit
transfer.
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal) which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be saubmitted.
7. The permittee grants permission to DENR Staff to enter the property during
business,hours for the purposes of inspecting the stormwater control system and
it's components.
8. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days.
Permit issued this the 2nd day of June 2005.
NO CAROLINA'ENVIRONMENTAL MANAGEMENT COMMISSION
---------------------------
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

OFFICE USE ONLY
Date Received
Fee PaidI
Permit Number
S 11 I bS
20 D0 -
w 06I
State of North Carolina
Department of Environment and Natural Resources
Division of Writer Quality
STORMWATER MANAGEMENT PERMIT APPLICATION F
This form may be photocopied for use as an original JIZEC
MAY 1 12005
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the
R.A. NORTH DEVELOPMENT, INC.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
RANDY ALLEN - President
3. Mailing Address for person listed in item 2 above:
110 MATTHEWS STATION STREET, SUITE 2D
City: MATTHEWS
Telephone Number:
704 1 321-0401
State: NC Zip: 28105
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.) -
CANNONSGATE AT BOGUS SOUND
5. Location of Project (street address):
NC HIGHWAY 24
City: CAPE CARTERET
6. Directions to project (from nearest major intersection):
HWY 24 AND HWY 58 (5 Miles North)
7. Latitude:
34d 42' 50"
County: CARTERET
Longitude: 76d 59" 03" (SEE ATTACHMENT A) of project
8. Contact person who can answer questions about the project:
Name: RANDY ALLEN - President Telephone Number: ( 704 ) 321-0401
if PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing pemzit number 890308 and its issue date (ifknown) September 8, 1989
3. Specify the type ofprgcct (check one):
4- Additional Project Requirements (check applicable blanks):
r X Sedima:ttation/Fzosiori••t• 404/401 PemutI'DS•rIlwato
• .�• • :• :• ter. - •a• • ti •' ••r. :• • ••r. • � - •• a :; - a -
M. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater mill be created. Also attach a detailed narrative
(one to two pages) describing stormwater nnanagemexrt for the project.
Modification to existing Certification of Compliance, Project No. 890308, September 8, 1989
(SEE ATTACHMENT B)
2. Stormwater runofffi-mnthis project drains to the BOGUE SOUND t{e C5alr Riverbasin
3. Total Project Area: 252.28 acres 4. Project Built Upon Area: 24.19 %
5. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Infirnatiorr
Area Inside ORW/575 Line
Total Development Area
Rec&vingS>rearn.Name
BOGUE SOUND
SIKES CREEK & BOGUE SOUND
ReoevingSteam Class
SA WATERS/ORW WATERS
SA WATERS/ORW WATERS
DrainageArea
2370036
10989360
F�dstirrg Irnpeivious* Area
0
0
Prcposedou* Ares
591145
2658316
%ous* Area(
24.94%
24.19%
Irrrpmvious*Surface Area.
Area InsideORW/5751xne(SF)
Total DevelopmentArea (SF)
On-S&C Streets
149478
790581
On -site Sidewalks
15427
104191
Club House &_ Paam fl
0
50000
Wastewater Facility
ai Boat Starage
0
80904
L.ats
426240
1632640
Fu6i2xe
1364
89024
i I
Total: 592509
Toml: 2747340 �
* Impervious area is defined as the built upon area, including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Ivvn-In SIX UT i V 1 `%ogm>._:, y Page 2 of 4

7. How was the off -site impervious area listed above derived? Field survey determined there are no impervious
areas draining to the project site.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS (SEE ATTACHMENT C)
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
J•ee:
2. No more than t �t i7 square feet of arty lot shall be covered by structures or impervious materials.
Impervious materials include asp lt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall he performed in a manner that maintains the integrity
and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DW%
A complete package includes all of the items listed below. The complete application package should be
1. Please indicate that you .have provided the following required information by initialing in the space provided
next to each item.
1TiAWS
• Original and one copy of the Stormwater Management Permit Application Form cw_
• One copy of the applicable Supplement Form(s) for each BMP Ad
• Permit application processing fee of $420 (payable to NCDENR) rsov-
• Detailed narrative description of stormwater treatment/management CA
• Two copies of plans and specifications, including: a�
- Development/Project name
- Engineer and firm.
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stonmwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
'%ql AGEN'd' ALT'I'HORIZA?'ION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section
Designated agent (individual or firm): CARL C. HUDDLE, PE
Mailing Address: PO Drawer 1578
City: New Bern State. NC Zip: 28563
phone: ( 252 ) 633-2424 Fax: ( 252 ) 633-1370
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Infor►nation, item 2J RANDY ALLEN -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 15A
NCAC 2H.1000.
Signature: / —''eiZ e:� - p r�s• 4w Date: a S—
Form SWU-101 Version 3.99 Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 050516
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH A CURB OUTLET SYSTEM
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
Randy Allen and R.A. North Development, Inc.
Cannonsgate at Bogue Sound
Carteret County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with a curb
outlet system incompliance 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 replaces Stormwater Permit No. SW8 890308 and shall be effective from
the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
I. DESIGN STANDARDS
1. The project is permitted for 525 lots, each limited to a maximum built -upon area
as listed in Attachment D, as defined by the stormwater rules, and as indicated in
the approved plans.
2. The overall tract built -upon area percentage for the project must be maintained
at 25%, per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or
100' vegetated area shown on the approved plan must be maintained at a
minimum: of 100' long, maintain 5:1 �H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5 /o, carry the flow from a 10 year storm in a
non -erosive manner, maintain a dense vegetated cover, and be located in either
a dedicated common area or a recorded drainage easement.
4. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to
provide access to lots.
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
t
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 050516
II. SCHEDULE OF COMPLIANCE
1. Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built -upon surface, per the approved plans
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built -upon area 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.
7. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved: plans and specifications. Any deviation from the approved plans must
be noted.bn the Certification. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
8. The pernnittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
0. Each lot in the subdivision covered by this permit will maintain a minimum 30 foot
wide vegetative buffer between all impervious areas and surface waters.
10. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
11. All roof drains must terminate at least 30' from the Mean High Water mark.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 050516
12. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 050516, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot for 525 lots is as defined by
Attachment D. This allotted amount includes any built -upon area
constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina, driveways, and parking areas, but
does not include raised, open wood decking, or the water surface of
swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
sw'ales, etc.) associated with the development except for average
driveway crossings, is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
i. A 30' vegetated buffer must be maintained between all built -upon area
and the Mean High Water line of surface waters.
j. All roof drains shall terminate at least 30' from the Mean High Water mark.
Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain
5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner, maintain
a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement.
13. The Director may notify the permittee when the permitted site does not meet one
or more df the minimum requirements of the permit. Within the time frame
specified .in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
14. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 050516
15. Prior to transfer of ownership, the swales must be inspected and determined to
be in compliance with the permit. Any deficiencies will be repaired or replaced
prior to the transfer.
16. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying, the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit transfer request must be
submitted to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permittee is responsible for compliance with
all the terms and conditions of this permit until the Division approves the permit
transfer.
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
governmdnt agencies (local, state and federal) which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be submitted.
4
7. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater control system and
it's components.
8. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days.
Permit issued this the 2nd day of June 2005.
NORT CAROLINA/ENVIRONMENTAL MANAGEMENT COMMISSION
221
-------------------------------------
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

CURB AND GUTTER ANALYSIS FILE: S:1WQS1C&G1SW8 050516
PROJECT NUMBER:
SW8 050516
DATE:
02-Jun-05
PROJECT NAME:
Cannonsgate at Bogue Sound
RECEIVING STREAM:
Sikes Creek (Sanders Creek) CLASS:
SA; ORW
/
I�
DRAINAGE BASIN:
INDEX:
20-36-6'
A= BY+MY
i, in/hr=
7
P= B + 2Y
(1 + M^2)^0.5
n=
0.027
R= A/P
M=
5
Sample Calculation Check, 10 of 38 total swales
& at 1% and
5% slopes
FLOWRATE f VELOCITY COMPUTATION
Q=CiA
<=.05
V=Q/A
Swale # DA
BUA
C
Q
Slope
Velocity
acres
acres
cfs
2 1.38
0.95
0.74
7.12
0.05
5.07
8 1.32 _
0.23
0.34
3.10
0.05
3.88
9 1.95
0.4
0.36
4.91
0.05
4.45
14 1.62
0.21
0.30
3.41
0.05
4.27
17 1.92 '
0.71
0.49
6.56
0.05
4.86
23 3.56
0.98
0.41
10.33
0.05
5.55
25 3.44
0.5
0.31
7.55
0.05
4.99
31 3.15
0.51
0.33
7.19
0.05
5.12
32 2.8
0.69
0.39
7.69
0.05
5.27
35 1.88
0.6
0.45
5.91
0.05
4.73
NORMAL DEPTH COMPUTATION C'WC _ T /, ®<wt iy .
SWALE # B Y A P R Zav Zrea
2
0
0.53
1.40
5.40
0.26
0.57
0.58
8
0
0.4
0.80
4.08
0.20
0.27
0.25
9
0
0.47
1.10
4.79
0.23
0.42
0.40
14
0
0.4
0.80
4.08
0.20
0.27
0.28
17
0
0.52
1.35
5.30
0.25
0.54
0.53
23
0
0.61
1.86
6.22
0.30
0.83
0.84
25
0
0.55
1.51
5.61
0.27
0.63
0.61
31
0
0.53
1.40
5.40
0.26
0.57
0.58
32
0
0.54
1.46
5.51
0.26
0.60
0.62
35
0
0.5
1.25
5.10
0.25
0.49
0.48
GRASS COVER SPECIFIED ON PLANS:
ALLOWABLE VELOCITY, fps, for slopes 0%-5%, easily erodible soil:
Bermuda 5 Bluegrass 4.5
Fescue 4.5 Legume 3.5
Bahia 4.5
COMMENTS

CURB AND GUTTER ANALYSIS FILE: S:1WQS1C&G1SW8 050516-2
PROJECT NUMBER: SW8 050516-2 DATE:
PROJECT NAME: Cannonsgate at Bogue Sound
REC;EiVING STREAM: Sikes Creek (Sanders Creek) CLASS:
DRAINAGE BASIN: INDEX:
F
A= BY+MY
P=B+2Y
R= A/P
le Calculation CI
Swale #
8
9
14
17
23
25
31
32
35
SWALE #
2
8
9
14
17
23
25
31
32
35
DA
acres
1.38
1.32
1.95
1.62
1.92
3.56
3.44
3.15
2.8
1.88
02-Jun-05
SA; ORW
20-36-6
i, in/hr=
7
(1 + M"2)^0.5
n=
0.027
M=
5
ieck, 10 of 38 total swales & at 1 % and 5% slopes
'Y COMPUTATION
Q=CiA
<=.05
BUA
C
Q
Slope
acres
cfs
ft/ft
0.95
0.74
7.12
0.01
0.23
0.34
3.10
0.01
0.4
0.36
4.91
0.01
0.21
0.30
3.41
0.01
0.71
0.49
6.56
0.01
0.98
0.41
10.33
0.01
0.5
0.31
7.55
0.01
0.51
0.33
7.19
0.01
0.69
0.39
7.69
0.01
0.6
0.45
5.91
0.01
0` f
f-ft
V -V(!/1 p
Velocity
al �jvf5'�
2.30
2.56
2.26
2.68
2.79 d
2.74
2.81 � ,'27 : 4.4
2.59
H COMPUTATIOq
Y
B Y (Oub3 A
P
R
Zav
Zrea
0 0.72 1f3 2.59
7.34
0.35
1.29
1.29
0 0.52 1.35
5.30
0.25
0.54
0.56
0 0.62 1.92
6.32
0.30
0.87
0.89
0 0.55 1.51
5.61
0.27
0.63
0.62
0 0.7 2.45
7.14
0.34
1.20
1.19
0 . 0.83 0.6f 3.44
8.46
0.41
1.89
1.87
0 0.735 2.70
7.50
0.36
1.37
1.37
0 0.725 2.63
7.39
0.36
1.32
1.30
0 0.74 0,?4 2.74
7.55
0.36
1.39
1.39
0 0.675 2.28
6.88
0.33
1.09
1.07
GRASS COVER SPECIFIED ON PLANS:
ALLOWABLE VELOCITY, fps, for slopes 0%-5%, easily erodible soil:
Bermuda. 5 Bluegrass 4.5
Fescue 4.5 Legume 3.5
Bahia 4.5
COMMENTS

P. 1
FILE MODE
370 MEMORY TX
COMMUNICATION RESULT REPORT ( MAY.25.2005 3:46PM )
TTI NCDENR WIRO
OPTION_ADDRESS (GROUP) REiJtiX PAGE
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
------------
912526331370
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department c f Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX OVER SHEET
P. 3/3
William G. Ross, Jr., Secretary
Date: 5/25/05 No. of Pages; 3 (Incl. Cover)
To: Cao Huddle From: Paul Bartlett
Company: Carolina Engineers Water Quality Section - Stormwater
FAX 9: 252-633-1370 FAX #: [phone]
Phone #; 910-795-7215
DWQ Stormwater Project Number: SWO 050515
Project Name: Canonegate at Bogue Sound
MESSAGE:
Carl,
A Request for Additional Information is attached. The original will be mailed to Mr.
Allen, and a copy will be mailed to you.
Paul ,, f
/ice

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER ,SHEET
William G. Ross, Jr., Secretary
Date: 5/25/05 No. of Pages: 3 (Incl. Cover)
To: Call Huddle From: Paul Bartlett
Company: Carolina Engineers Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050516
Project Name: Canonsgate at Bogue Sound
MESSAGE:
Carl,
A Request for Additional Information is attached. The original will be mailed to Mr.
Allen, and a copy will be mailed to you.
Paul
ENB1ptb: S:\WQSISTORMWATERIADDINF0120051050516
,t
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

EXPRESS PERMITTING
The attached application is being processed ough the DENR Express Permitting Program.
As such, failure to respond to the Wilmington Regional Office by the listed due -date will be
construed as a no comment. The Express Permitting Program does not allow for extensions
during the comment period.
----------------------------------------------------------------------------------------------------------------
IWILII %-.,dIUiuid IJt;polLlIICIILUI C1IV11UIIIIIeIfIdIIU NdLUIdl MtSUuIGes
Division of Coastal Management
Michael F. Easley, Governor Charles S. Juries, uilector William G. Ross Jr., Secretary
June 17, 2005 --
MEMORANDUM:
TO: Linda Lewis
and
Joanne Steenhuis
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Jason Dail
Express Major Permits Coordinator
CAMA & Dredge and Fill Permit Application Review
R.A. Development, Inc. c/o Randy Allen for Cannonsgate Subdivision
Off NC Hwy 24, adjacent to Sanders Bay, likes Creek and vogue Sound, in Ocean,
Carteret County.
Proposed Project: The, applicant is proposing to modify the existing permit by reconfiguring the.
existing 75-slip marina, redesigning a 500 +/- lot residential subdivision with
amenities and utilities, installing three (3) observation piers, retaining wall and boat
ramp. Additionally, the applicant is proposing to perform maintenance dredging
within the existing boat basin, access canal and entrance channel.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by July 9, 2005. If you have any questions regarding the proposed project, please contact Jason Dail at
[phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed. I r1')') i !c" tGl
5,-Z- zCX)�
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
05i4*7C DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: R.A. North Development, Inc. c/o Randy Allen for Cannonsgate Subdivision
2. LOCATION OF PROJECT SITE: Off NC Highway 24, adjacent to Sanders Bay, Sikes Creek and Bogue
Sound, in Ocean, Carteret County
Photo I:idex - 2000: 39-498 K-idT, 9-i2 1995: 39-480 A-O, 6-i4 1984: 31-1183, 3-14, M-21
State Plane Coordinates - X: 2607070 Y: 353533 GPS File: V-022111A
INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 2/11/05, 4/29/05 —
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — completed 6/15/05
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP — Conservation in the AEC and Community for uplands
(B) AEC(s) Involved: CS, EW, CW, PT
(C) Water Dependent: Yes (marina and piers) No (upland development)
(D) Intended Use: Commercial/Residential
(E) Wastewater Treatment: Existing — None Planned - onsite septic and wastewater treatment plant
(F) Type of Structures: Existing — One-story house, several small buildings and a bulkhead around the
marina basin and access channel.
Planned - A 525-lot residential subdivision (including all amenities and utilities), reconfiguration of a
75-slip marina, construction of a boat ramp, maintenance dredging within the marina basin, access
channel and entrance channel, construction of a retaining wall, stormwater collection system and three
(3) observation piers.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
("404" type and coastal)
930 sq. ft.
(shaded)
(B) Non -Vegetated Wetlands
369,000 sq. ft.
2,480 sq. ft.
32,156 sq. ft.
Open water
(maintenance
(boat ramp)
(piers/docks
dredging)
incorporated)
(C) Other
High ground
1,089,000 sq. ft.
(disturbed)
(D) Total Area Disturbed: 1,492,636 sq. ft. (34.26 acres)
(E) Primary Nursery Area: No — Bogue Sound, Yes — Sikes Creek
(F) Water Classification: SA-ORW (Bogue Sound) and SA (Sikes Creek) Open: No
PROJECT SUNEM ARY: The applicant is proposing to modify the existing permit by reconfiguring the
existing 75-slip marina, redesigning a 500 +/- lot residential subdivision with amenities and utilities, installing
three (3) observation piers, retaining wall and boat ramp. Additionally, the applicant is proposing to perform
maintenance dredging within the existing boat basin, access canal and entrance channel.

Mr. Randy Allen
Page Two
9. PROJECT DESCRIPTION:
CAMA Major Permit No. 120-88 was issued to Broad Reach Investments, Inc. on 6/29/88, and subsequently
modified for development of an upland marina basin, entrance channel and access canal and construction of a
subdivision. The permit has also been renewed several times, most recently renewed on 12/20/04. The permit
is scheduled to expire on 12/31/06. The applicant, Randy Allen c/o R.A. North Development, Inc., has
provided a copy of the contract to purchase agreement and has also requested a permit transfer from Broad
Reach Investments, Inc. to Randy Allen c/o R.A. North Development, Inc.
The property is comprised of approximately 287 acres ofhigh ground and lies adjacent to Sikes Creek, Sanders
Bay and Bogue Sound, off of NC Hwy 24, near Ocean, in Carteret County. The majority of the property
consists of high ground, however, there are a few small pockets of "404" type wetlands. Elevation at the site
ranges from 5' to 7' above Mean High Water (MHW). The project site is bordered, along Sikes Creek and
Bogue Sound, by a continuous strip of "404" type and coastal wetlands (sections vary from 30'-100' in width).
High ground vegetation consists primarily of Long Leaf Pines, Live Oaks, Sweet Gums, Cedars, Magnolias,
Dogwoods and Red Maples. Understory vegetation includes Wax Myrtles, Yaupons, and Red Bays.
Transitional species, including: Sea Oxeye (Borrichia frutescens), Common Reed (Fragmites australis) and
Grounsel-bush (Baccharus halimifolia) are located along the upper edge of the coastal wetlands. High coastal
marsh vegetation, including, Black Needle Rush (Juncus roemarianus), Spike Grass (Distichlis spicata), and
Salt Meadow Grass (SDarting patens
) complete the transition to the waters edge where Smooth Cordgrass
Marsh (Spartina alterniflora) is the predominant species. No Submerged Aquatic Vegetation (SAV) was noted
during the on -site visits.
The waters of the Bogue Sound, located adjacent to the proposed project area, are classified "SA-ORW" by the
Division of Water Quality, and the waters of Sanders/Sikes Creek are classified as "SA". This section of
Sanders/Sikes Creek, adjacent to the project site, is designated as a Primary Nursery Area by the Division of
Marine Fisheries. According to maps provided by Shellfish Sanitation, the area adjacent to the project site is
CLOSED to the harvesting of shellfish.
PROPOSED PROJECT: The applicant is proposing to modify the existing permit by reconfiguring the
existing 75-slip marina, redesigning a 500+/--lot subdivision with amenities and utilities, installing three (3)
observation piers and a boat ramp. Additionally, the applicant is proposing to perform maintenance dredging
within the existing boat basin, access canal and entrance channel.
The applicant proposes to develop 525 lots for single-family dwellings, giving a density of 1.83 units per acre.
No individual units are proposed as part of the application package. As such, each individual property owner
proposing to develop within any AEC would be required to obtain their his/her own individual CAMA permit.
Beginning along the northern portion of the property (adjacent to NC Hwy 24) and working south towards
Bogue Sound, the applicant proposes the following development: Construction of an entrance drive
(Cannonsgate Drive), located in the north central section of the property, a wastewater treatment facility and a
boat storage area (both located in the northeast corner of the property). Four wastewater collection ponds and
two created nature ponds would also be located along the northern portion of the property. Please note that
Cannonsgate Drive would provide access to numerous side streets within the subdivision, however not all of
the side streets, drives and/or courts will be discussed in the field investigation report. Please refer to the
workplat drawicigs (sheets CP-3 and CP-7) for a detailed description of the road infrastructure.

Mr. Randy Allen
Page Three
Continuing south, approximately 1,900' from the intersection of NC Hwy 24 and Cannonsgate Drive, and
located outside of the 575' Coastal Shoreline Area of Environmental Concern (AEC), the applicant proposes to
remove two sections of the existing bulkhead that is located at the "404" type wetlands road crossing (what is
now a dirt road, or what would be developed as Cannonsgate Drive). The applicant proposes to reconstruct the
crossing using vinyl sheets capped with 2' x 2' concrete caps. The caps would support two guardrails (located
on each side of the Cannonsgate Drive) that would span the entire section of the crossing. As proposed, the
existing culvert located beneath the bulkhead section would not be replaced.
Heading further south along Cannonsgate Drive, near the center of the property, and located outside -of the
575' Coastal Shoreline Area of Environmental Concern (AEC) , the applicant proposes to construct a
community center, or common area. Development activities within this section include: the construction of a
clubhouse, parking area, mailroom, tennis court, swimming pool, putting green, croquet lawn, formal garden,
function lawn, rose garden, carriage drive and drop-off cul-de-sac. Please refer to the workplat drawings
(sheets CP-3 and CP-5) for a detailed description of the community center.
Just south and east of the community center, the applicant proposes to excavate an area of high ground for the
disposal of spoil material excavated from the marina basin, access canal and entrance channel. According to
the application, the spoil basin (150' x 280' x 9') would temporarily be used for spoil deposition and would
not be available for future dredging events.
In addition to the high ground spoil basin, the applicant proposes to excavate two additional nature ponds (one
to the east of the spoil basin and one to the west adjacent to the western property line). As proposed, the two
ponds would be used for recreation purposes only. The applicant indicates that materials excavated from the
proposed wastewater collection ponds, nature ponds and spoil disposal pond would be used for road
construction and preparation of the community center.
The applicant proposes to construct three (3) community observation piers throughout the property. As
indicated in the application package, Pier #1 (6' x 545') would begin from a common area located between
Lots 475 and 476. Pier # 1 would extend in a southeasterly direction towards Bogue Sound and would
terminate into a 15' x 15' "T-head" platform. Pier #2 (6' x 85') would be located along the northeastern
property line, between Lots 422 and 423, and would extend into Sikes Creek from a designated common area
Pier #2 would terminate into a 15' x 15' "T-head" platform over the open waters of Sikes Creek. Lastly, Pier
#3 (6' x 210') would also be located along the northern property line adjacent to Sikes Creek. Pier #3 would
originate from a designated common area, between Lots 403 and 404 and would span in a northerly direction
towards the main run of Sikes Creek. Pier #3 would be located entirely over both "404" type and coastal
wetlands and would terminate into a 6' x 6' platform.
The modification request also includes reconfiguration of the marina basin. Beginning along the northern
shoreline, adjacent to the marina basin, the applicant proposes to construct an 8' x 570' concrete sidewalk
leading down to another 8' wide walkway (via three separate flights of concrete stairs) that encompasses the
entire basin. The two walkways would be separated by the construction of a proposed retaining wall that would
also encompass the entire basin. As proposed, both concrete walkways would be located outside of the 30'
coastal shoreline buffer. However, the applicant has proposed the construction of two concrete
overlooks/plazas within the 30' coastal shoreline buffer (one located on the northern side ofthe basin and one
on the western side). The proposed concrete plaza would give way to the floating docks located within the
basin however the proposed concrete overlook would not.

Mr: Randy Allen
Page Four
Other development proposed within the existing basin includes the construction of a concrete boat ramp. The
boat ramp (20' x 124') would be located in the southwest corner of the boat basin adjacent to the existing
concrete bulkhead. A 20' x 37' concrete pad, bordered by two blocked wing walls, would give way to the
ramp. The ramp would measure approximately 87' in length from the edge of the existing bulkhead/Normal
High Water (NHW), to the terminal end. The applicant has indicated that fill material (rip -rap and railroad
ballast) would need to be placed beneath the proposed ramp to obtain the appropriate slope of 12%. According
to the site drawings, the terminal end of the boat ramp would be located approximately —7.0' below Normal
Low Water (NLW).
As part of this permit modification, the applicant has proposed the reconfiguration of the previously permitted
floating dock system within the marina basin. As proposed, the total number of slips located within the marina
basin would remain the same as what was originally permitted (75 slips). The floating dock configuration is as
follows: Beginning just north of the proposed boat ramp and extending around the entire basin, the applicant
proposes to construct a 10' x 1,480' section of floating dock (main dock) that would give access to the finger
piers and dock spines within the basin. One, 8' x 105' finger pier would be located be located along the
western wall, adjacent to the boat ramp, for boat launching. Five, 4' x 40' finger piers would also be attached
to the main dock, adjacent to the western wall. Two, 10' x 225' dock spines would extend south from the
northern wall towards the center of the basin.
Ten finger piers (4-5' x 40', 54' x 50', 1-10' x 40' and 1-10' x 50') would attach to each of the spines. Seven
finger piers (4' x 35') and one — 6' x 60' would be constructed to the main dock, adjacent to the eastern wall.
Please refer to sheet CP-14 for a detailed description of the proposed dock dimensions and configuration.
Lastly, the applicant is proposing to perform maintenance dredging within the existing marina basin, access
canal and entrance channel to a depth greater that originally permitted. According to the application and site
drawings, approximately 13,500 cu. yds. of material would be excavated using a hydraulic dredge. The boat
basin (650' x 500') would be dredged from —6.0' to —7.5' Mean Low Water (MLW). The dredged footprint of
the access canal would include a 40' (bottom cut) x 600' area, and final dredged contours would average —9.0'
MLW. The entrance channel (40' bottom cut x 500') would be dredged to a depth of-10.5' MLW, or to the
depth of the adjoining federally maintained channel. The top cut of the proposed dredging activities within the
canal and entrance channel would be cut/tapered at a 4:1 side slope from the edge of the bottom cut. The
proposed dredging activities would remain within the same footprint as originally permitted. Spoil material
generated from the dredging activities would be pumped to the proposed spoil disposal site previously
discussed. Please refer to sheet CP-20 for a detailed description of the spoil disposal basin and sheets CP-17
thru CP-19 for a detailed description of the proposed dredging activities.
10. ANTICIPATED IMPACTS: Since this proposal is a modification of a previously permitted and partially
constructed project, most of the types of impacts that will be referred to herein have been previously
authorized. However, the redesigned subdivision and proposed retaining wall construction would disturb
approximately 1,089,000 sq. A. of high ground. As proposed, total impervious coverage calculations for
development within the 575' coastal shoreline AEC would be 24.80%, and total impervious coverage
calculations for development within the 75' coastal shoreline AEC would be 30.56%. As proposed, no "404"
type or coastal wetlands would be filled as part ofthe project. The proposed pier and platforms would provide
access to the marsh and open water and shade approximately 930 sq. ft. of "404" type and coastal wetlands.
The proposed piers/platforms and floating docks would incorporate approximately 32,156 sq. ft. of estuarine
and public trust waters with 27,506 sq. ft. of the total area located within the man-made basin. As proposed,
Pier #2 would exceed the '%a width rule and would need to be relocated approximately 6' landward of its current
location The proposed construction of the boat ramp would impact approximately 2,480 sq. #i. of previously
disturbed bottom within the man-made basin. The proposed boat basin, access canal and entrance channel
maintenance dredging would impact approximately 369,000 sq ft of previously dredged shallow bottom area
deepening the basin to —7.5 MLW and access canal to —9.0' NEW. As proposed, it appears there would be no
impacts to SAVs and open shellfishing waters.

Mr. Randy Allen
Page Five
The applicant has provided a copy of the Declaration of Protective Covenants, Restrictions, Easements,
Charges and Liens for Cannonsgate at Bogue Sound. According to the draft Declaration, Article H, Sect 31.
Piers: Specifically states: "No individual piers will be allowed on any lot located within the Cannonsgate at
Bogue Sound Subdivision".. Once recorded, the Declaration would limit the amour_t of public trust lasurpation
and potential impacts from boat prop -kicking of the valuable PNA habitat within Sikes Creek and Bogue
Sound.
An Express Low -Density Stormwater Permit (SW8050516) was issued by the Division of Water Quality on
6/02/05. Additionally, a Sedimentation and Erosion Control Plan (permit# Carte-2005-327) has been issued by
the Division of Land Resources for land disturbance activities.
Submitted by: Jason Dail Date: June 17, 2005 Office: Wilmington

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Name Randy Allen c/o of R.A. North Development
Inc.
Address 110 Matthews Station St. Suite 2D
City Matthews State NC
Zip 28105 Day Phone [phone]`
Fax [phone]
b. Authorized Agent:
Name Lawrence R. Zucchino, ASLA
Address JDavis Architects, PLLC
510 Glenwood Avenue, Suite 201
City Raleigh State NC
Zip 27603 Day Phone [phone]`
Fax [phone]
c. Project name (if any) Cannonsgate at
Bogue Sound (formerly Broad Reach and
Harbor Ba )
NOTE: Permit will be issued in name of
Landowner(s), and/or project name.
2. LOCATION OF PROPOSED PROJECT
a. County Carteret
b. City, town, community or landmark
White Oak Townshi
c. Street address or secondary road number
NC Hiahway 24
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water near project, e.g., river, creek,
sound, bay: Bogue Sound and Sikes Creek
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you proposed, e.g.,
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
525 unit residential subdivision with amenities, (3)
waterfront piers, install docks in existing marina
reconstruction of existing bulkhead at permitted
wetlands crossing and supporting road and utility
systems.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Private —, IM 5f11
d. Give a e ti r�arpose, us m ods of
construct aily operat' of pro o d project.
If mores is ne ., plr&aach a oval
pages. Th ring asin is ex' ti The u d
developm 'll be-aeMS _ u�d
industry ractic STAB M
C

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 287.35 Acres
b. Size of individual lot(s) 40', 50' and 60' widths,
depth varies
c. Approximate elevation of tract above MHW or NWL
average of 6' above MHW
d. Soil type(s) and texture(s) of tract Sandy loam
e. Vegetation on tract Open pasture, farmland and
woods
f. Man-made features now on tract Single-family
residence and farm out buildings. There is also an
existing_ permitted wetlands roadway crossing.
g. What is the CAMA Land Use Plan land
classifications of the site? (Consult the local land use plan)
Conservation X Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
C-2 Planned Residential Development
in. Describe existing wastewater treatment facilities.
Septic for existing single family residence
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Currently none.
Reference development plan for proposed
discharges.
o. Describe existing drinking water supply source.
Well for existing single family residence
5. ADDITIONAL IN ORIviATIOiv
In addition to the completed application form, the
following items must be submitted:
i. Is the proposed project consistent with the applicable
zoning? X Yes _ No
(Attach zoning compliance certificate, if applicable) 0
J. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? NC Dept. of Cultural Resources`
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on site? X Yes No
Coastal (marsh) X_ Other 404 Wetlands
If yes, has a delineation been conducted? Yes
(Attach documentation; if available)
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said properties, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-secmss
) drawn to scale in black
ink on an 8 o paper. (Refer to
Coastah s .on Rule 710203 for a
J*j r�V
Plea i%ot�'D V riginal awings are preferred and
my h qual ekes v�l accepted. Blue -line
brints �,e01Plof
- a a acceptable only if an
ade u��ul�quality copies are provided by
,���ant. (Contact the U.S. Army Corps of
Engineers regarding the agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
Revised 03/95

Form DCM-MP-1
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be
• advised that they have 30 days in which to submit
comments on the proposed project to the Division
• of Coastal Management. Upon signing this form,
• the applicant further certifies that such notice has
been provided.
Name
Eric S. Stroud
Address
P.O. Drawer 1550, Raleigh, NC 27602
Phone
[phone]
Name Sue Ballard
Address 4019 Hwy. 24 Newport, NC 28570
Phone
Name
Address
Phone
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
CAMA Ma'or #120-88
NCDWQ Stormwater Certification #890308
A check for $400 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of process the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the NC
Environmental Policy Act (N.C.G.S. 112A —1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental PolicyAct..
Revised 03/95
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
,
This is the L6 -day of 1AAA—P. , 2005.
Print Name
Signature
Agent
Please indicate attachments pertaining to your proposed
project.
X
DCM MP-2
Excavation and Fill Information
X
DCM MP-3
Upland Development
X_
DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
X
DCM MP-6
Marina Development
NOTE: Please sign and date each
attachment in the space provided at the
bottom of each form.
CS
p�v�MPNp EMsIAt
�OPSSP�

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
Channel
(MLW) nr NLW)
Canal
Boat
Basin
Boat
Ramp
Rock
Groin
Rock
Breakwater
,Other
(Excluding
Shoreline
Stablization)
Average Final
Existing Project
r —th W:Atl% T)o th Denth
-2.0
-9.0
500,
40' bottom
To
1
To
-9.0 MLW
-10.5 MLW
-2.0
-7.5
600'
40'bottom
To
To
-9.0 MLW
-9.0 MLW
-6.0
650'
500'
To
No change
-7.5 MLW
-7.5
124'
20'
-6.0 MLW At toe of
ramp
N/A
N/A
N/A
1. EXCAVATION
a. Amount of material to be excavated from
below MHW or NWL in cubic Yards 13.500 CY
b. Type of material to be excavated Sand /mud
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic
vegetation (SAVs) or other
wetlands _ Yes X No
d. High ground excavation in cubic yards 0.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area temporary, see
plan pond by clubhouse
b. Dimensions of disposal area 150 x 280 x 9
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
ON �S��PN P EmsN,
N1

Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the
water? Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
None Bulkhead None Riprap
b. Length 0
c. Average distance waterward of MHW or
NWL
N/A
d. Maximum distance waterward of MHW or
NWL
N/A
Shoreline eresior_ during preceding 12
months N/A
(Source of information)
f. Type of bulkhead or riprap material
N/A
g. Amount of fill in cubi yards to be placed
below water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes w No
If yes,
(1) Amount of material to be placed in
the water Approximately 42 CCY
(2) Dimensions of fill area 40'x87'
(3) Purpose of fill Establis propser grade
for the boat ramp
b. Will fill material be placed in coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No —
If yes,
(1) Dimensions of fill area N/A
(2) purpose of fill N/A
5. GENERAL
a. How will excavated or fill material be. kept
on site and erosion controlled? Material
will be contained with use of berms and silt
fence at base of berm.
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)? Hydraulic cutter head
suction dredize for Channel Dredging
c. Will wetlands be crossed in transporting
equipment to project site? _ Yes X No
If yes, explain steps that will be taken to
lessen environmental impacts. N/A
Date
Jo 15 2005
D'I'V ISION OF
COASTAL MANAGEMENT
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-Mp-1. Be sure to complete all other
section of the Joint Application that relate to the proposed
project.
a. Type and number of buildings, facilities, unit or
structures proposed 525 Single Family Homes. The
basin has 3,050 linear feet of existing retaining wall
with the addition of 50 new linear feet to accomodate
the boat ramp.
b. Number of lots or parcels 525 lots
c. Density (give the number of residential units and the
units per acre) 1.83 DU/AC
d. Size of area to be grades, filled or disturbed including
roads, ditches, etc. Approximately 25 AC
e. If the proposed project will disturb more than one acres
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land disturbing activity begins. If
applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted May 6, 2005
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Asphalt/Marl
g., Give the percentage of the tract within 75 feet of MHW
or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or build upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 248V Z 5
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted —May 6 2005
i. Describe proposed method of sewage disposal.
Package Plant (Reclaimed Water, permit currently in
NPDES express review)
j. Have the facilities described in Item i. Above received
state and local approval? No
(Attach appropriate documentation)
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
None
1. Describe proposed drinking water supply source
(e.g., well, community, public system, etc.)
Private Water System
m. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
"K449 @ Oboe �tlY1�
Applicant or Proje Name
J& � JUN 15 2005
DIVISI
CQAS I= Lb
AL MANAo 74 c,, _.

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application, which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial ✓Community _ Private
(2) Number 3 community piers, 1 marina`_
(3) Length Community piers - pier#1 545 LF,
pier#2 85 LF, pier#3 210 LF,
840 Total LF. Marina 2,100 LF
(4) Width 6' at piers. 103 at marina_
(5) Finger Piers ✓ Yes —No
(i) Number 33
(ii) Length varies 30' to 60'
(iii) Width varies 4' to 10'
(6) Platforms(s) ✓ Yes No
(i) Number 3
_
(ii) Length _�� 15'�
(iii) Width 16D 6' , 2 Q 15'
See attached sheets CP-14 and CP-16
(7) Number of slips proposed 75 (reconfigured)
(8) Proximity of structure to adjacent riparian
property lines N/A
(9) Width of water body N/A
(10) Water depth at waterward end of pier at MLW
or MWL f 2' DEEP MLW at piers
-6.0 to -7.5 MLW at marina.
b. Boathouse (including covered lifts) N/A
(1) No Commercial No Private
(2) Length N/A
(3) Width N/A
c. Groin (e.g., wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length(s) N/A
d. Breakwater (e.g., wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance form MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Revised 03/95
Mooring buoys
(1) No Commercial No Community No Private
(2) Number N/A
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
N/A
(4) Width of water body N/A
(5) Distance buoys(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) No Commercial No Community No Private
(2) Number N/A
(3) Length N/A
(4) Width __ _ N/A__
g. Other (Give complete description)
4ti4v<- LQ 9(A
Appli t o oject ame
Lr
Signa e It
.0
Date
A
5pt
r,PS�P

Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Mar
Permit, For DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this g• Typical boat length 30' to 60'
proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed
Commercial Public ✓ Residential
b. Will the marina be open to the general public?
Yes ✓ No
c. If there is residential development
associated with the marina, how many
units or lots are planned and how many
are currently developed?
525 Lots Planned
d. Check all the types of services to be
provided.
Full service, including travel lift and /or rail
Dockage, fuel, and marine supplies
✓ Dockage ("wet slips") only
Number of slips 75 (reconfigured)
Dry Storage
Number of boats 75
1 Boat Ramps)
✓ Other (describe) Marina will have
water and electric supplied to each
slip and a sewage pump out station
at the slip adjacent to the boat ramp.
Check below the proposed type of siting.
✓ Land cut and access channel
— Open water with dredging for basin
and/or channel
Open water, no dredging required
Other describe
h. Maximum boat length 60-
i. Are any floating structure planned? Yes
If so, describe: Floating Dock Syste
a. Check each of the following sanitary facilities that
will be included in the proposed project.
Office toilet
Toilet for patrons
Number
Location
Showers
✓ Boat holding tank pumpout
Type and location: Pumpout at slip next to boat ramp
b. Describe treatment type and disposal location for all
sanitary wastewater. Reclaiming Water Package
Plant
c. Describe the disposal of solid waste, fish offal and
trash disposal. Disposal by private waste contractor.
d. How will overboard discharge of sewage from boats
be controlled? Not Allowed
e. Give the location and number of "No Sewage
Discharge" signs proposes. at Harbor Entrance
and One at PumneacSia�
IU u
%s
��k tj G
1o�M���

Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of? N/A
h. Give the number of channel markers and "no Wake"
signs proposed. None
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality. None
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. See Attachment A
k. What will the marina policy on overnight and live -
board dockage? Not allowed under existing CAMA
Permit
1. Is proposed work within city limits or planning
jurisdiction? Yes ✓ No
If 'yes, give the name and address of the leaseholder.
N/A
m. If the project is an expansion of an existing marina,
what types of services are currently provided?
No
n. How many slips are now available? 0
o. If the marina proposed within a primary secondary
nursery area? Yes ✓ No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes ✓ No
q. Give the location and number of "Pumpout
Available" signs proposed. Two (2): (1 at harbor
entrance and (1) at pumnout station.
App ant or Project Name
Signature
to,lo•o5'
Date
Revised 03/95

SOSID: 784336
Date Filed: 5/26/2005 9:03:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200514500071
State of North Carolina
Department of the Secretary of State
.ARTICLES OF INCORPORATION
NONPROFIT CORPORATION
Pursuant to §55A-2-02 of the General Statutes of North Carolina, the undersigned corporation does hereby submit these Articles of
Incorporation for the purpose of forming a nonprofit corporation.
1. The name of the corporation is: Cannonsgate at Bogue Sound Homeowners Association, Inc.
2. (Check only if applicable.) The corporation is a charitable or religious corporation as defined in NCGS §55A-1-40(4).
3. The street address and county of the initial registered office of the corporation is:
Number and Street 10800 Sikes Place, Suite 250
City, State, Zip Code Charlotte, NC 28277
County Mecklenburg
4. The mailing address if dWerent from the street address of the initial registered office is:
5. The name of the initial registered agent is:
Amon McCormack, Jr.
6. The name and address of each incorporator is as follows: Amon McCormack, Jr. 10006 Park Willow Drive
Charlotte, NC 28277
7. (Check either a or b below.)
a. V The corporation will have members.
b.—The corporation will not have members.
8. Attached arc provisions regarding the distribution of the corporation's assets upon its dissolution.
9. Any other provisions which the corporation elects to include are attached.
10. The street address and county of the principal office of the corporation is:
Number and Street 10800 Sikes Place, Suite 250
City, State, Zip Code Charlotte, NC 28277
11. The mailing address if different from the street address of the principal office is:
Revised January 2000
County Mecklenburg
Form N-01
CORFORATIOr-IS DIVISION P. O. SOX 29622 RALEiGH, NC 27626-0622

12. These articles will be effective upon filing, unless a later time and/or date is specified:
This is the 19 day of May ,20 05 ,
Signature ojhrcorporalor
/iycr✓ 144 rn���
Type or print Incorporator's name and title, if any
NOTES:
1. Filing fee is $60. This document must be filed with the Secretary of State.
Revised January 2000
Form N-01
CORPOKATIONS DIVISION F. 0. BOX 29622 RALirlGH, NC 27626-0622

ARTICLE 8.
In the event that the corporation shall be dissolved, the corporation
shall adopt a plan of dissolution in accordance with Article 14 of Chapter
55A of the General Statutes of North Carolina, and in accordance with
Section 55A-14-03 thereof, or any successor statute later adopted, and all
assets of the corporation shall be transferred or distributed in accordance
with said plan of dissolution.

CN=
CAROLINA ENGINEERS
May 26, 2005
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Attention: Mr. Paul Bartlett
Reference: Stormwater Project SW8 050416
Request for Additional Information Dated May 25, 2005
Cannonsgate at Bogue Sound
Carteret County, North Carolina
Dear Paul:
We received your request for additional information dated May 25, 2005, and appreciate your
timely correspondence.
With regard to your question, Section III, Table 1 of the Curb Outlet System Supplement is a
summary of the design parameters and quantities used in the Rational Method for calculating peak
flow. The peak flow obtained from the Rational Method was then used for the design of the swales.
With the Rational Method each swale has a unique drainage area delineated and assigned a runoff
coefficient based on land use, cover conditions and soil groups. We used a runoff coefficient of .95
for the streets, sidewalks and driveways and a runoff coefficient of .4 for the urban areas, (i.e., the
lawns and houses). The runoff coefficient of .4 for the urban areas includes the Lot Built -Upon
Areas.
I hope this answers your question. If additional information is needed or you have any questions,
please feel free to call me.
Sincerely,
CAROLINA ENGINEERS, P.A.
AEI, L. M13DLE, P.E.
Project Engineer
Cc: Mr. Randy Allen
RECEIVED
MAY 3� J?o�� b
Sw$
BY:
Carolina Engineers • P.O. Box 1595 • New Bern, NC 28563 • Tel. [phone] • Fax [phone]

05/26/2005 08:50
2526349718
TRADER CONST. CO.
PAGE 01
::ice his
sR
DATE: May 26,
NUMBER OF
Carolina. Engiineers, PA
P.O. Draw 1595
.New Bern, NC 28563
FAX
(INCLUDING COVER):
Fax [phone]
SENT TO: ame: Mr. Paul Bartlett
ompany:- MC -Dept of Environment and Natural Resources
hone .Number: [phone]
FAX Number; (910.) 350-2004
i
SENT BY: ame: Carl C. Muddle, PE FT;S_CE,_1V_F7,D
ompany: Car6lina.-Engineprs, PA 6 2005
Phone Number:" [phone] o
OAX Number: f252) 633-1370 W
DESCRIPTION: BY
Mr, Bar ftft,
As per our cor
dated May 25,
Bogue Sound,
Thank you for your
Stormwater Manaa
Please call, if you
.Sincerely,
Carl G. huddle, PE
Jon thi$ morning, here is the ciarification to your correspondence
concerning Stormwater Project SW8 050516 — Cannonsgate at
rat County.
on. in this matter. We look forward to your approval of this
Permit Appiication as soon as, possible.
any questions.

05/26/2005 08:50 2526349718 TRADER CONST. CO. PAGE 02
'May 26, 2005
North Carolina De;
427 Cardinal Drive.
Wilmington, NC 21
Attention: Mr.
CAROLINA ENGINEERS
'of Environment and Natural Resources
a MI._T-11
Reference: Stoimwlater Project SW9 050416
Request`� for Additional Information Dated May 25, 2005
Cannon gate at Bogue.Sound
Carteret County, North Carolina
Dear Paul:
We received your req
timely correspondeno
With regard to your q
summary ofthe design
flow. - The peak flow i
With the Rational Me
coefficient based on h
for the streets, sidewa
awns land houses . T eas. -7--
I hope this answers yc
please feel free to call
Sincerely,
CAROLINA.
for additional information dated May 25, 2005, and appreciate your
©5 0 1�
ration, Section III, Table I of the Curb Outlet System Supplement is a
parauaeters and quantities used in the Rational Method for calculating peak
)twined from the Rational Method was then used for the design of the swales,
iod each swale has a unique drainage area delineated and assigned a runoff
id use, cover'conditions and soil groups. We used a runoff coefficient of .95
:s and driveways and a runoff coefficient o£.4 for the urban areas, (i.e., the
runoff zoW.Epientof.4 fqr the wban mm includes the Lot wilt Upon
question.. If additional information is needed or you have any questions,
, Ln C. ti DLl✓, x B.
Project Engineer .
Cc: Mr. Idy Ally .
P.A.
Carolina Engineers R R0. Box 1595 • New Bern, NC 28563- • Tel. [phone] - Fax [phone]

�0F W ATFRQ Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
co North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
r Division of Water Quality
May 25, 2005
Mr. Randy Allen, President
R.A. North Development, Inc.
110 Matthews Station Street, Suite 2D
Matthews, NC 28105
Subject: Request for Additional Information
Stormwater Project No. SW8 050516
Canonsgate at Bogue Sound
Carteret County
Dear Mr. Allen:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Canonsgate at Bogue Sound on May 19, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Please clarify whether the impervious area in Section I II. Table 1. of the Curb
Outlet;Svstem Supplement includes Lot hoilt-tinnn area. A quick check fora
couple -!wales suggests Lot BUA may not have been included in the impervious
area calculation. Please ake changes to the calculations and supplement form,
if necessary.
pc 1
0�- r
„-W) ea aM
a
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to June 2, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail 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 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.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
NorthCarolina
Naturally

Mr. Randy Allen
May 25, 2005
Stormwater Application No. SW8 050516
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].
Sin erely,
/A,?kl
61
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINFOl20051050516
cc: Carolina Engineers, PA
Paul Bartlett
Page 2 of 2

Page 1 of 1
North Carolina
Elaine F. -MaiThall DEPARTMENTOF TFIE
ecretaty E TA RY of STATEM
Corporations
'Corporations Home
-JImportant Notice
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uDissolution Reports
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dRegister for E-Procurement
ODept. of Revenue
Legislation
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'New Payment Procedures
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eCorporations Division.,
IDSecretary of State's web site
Print
'Printable Page
PO Box 29622 Raleigh, NC 27i -0622 [phone]
Date: 5/25/2005
Click here to:
View Document Filings 1
Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC R.A. North Legal
Development, Inc.
Business Corporation Information
SOSID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
0701958
Current -Active
12/9/2003
Domestic
NC
Perpetual
Alien, Randolph M.
110 Matthews Station, Suite 2d
Matthews NC 28105
10800 Sikes Place, Suite 250
Charlotte NC 28277
10800 Sikes Place, Suite 250
Charlotte NC 28277
Stock
Class Shares No Par Value Par Value
Common Voting 10000 Yes N/A
Common Non Voting 90000 Yes N/A
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
hq://www.secretary.state.ne.us/Corporations/Corp.aspx?Pitemld=6167634 5/25/2005

SOSID: 0701958
Date Filed: 5/24/2005 9:00:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200513700620
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT- OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §5513-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: R.A. North Development, Inc.
Entity Type: QCorporation, []Foreign Corporation, []Nonprofit Corporation, []Foreign Nonprofit Corporation,
[]Limited Liability Company, []Foreign Limited Liability Company ❑Limited Partnership, []Foreign Limited Partnership,
❑Limited Liability Partnership, ❑Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street 10800 Sikes place, Suite 250
City, State, Zip Code: Charlotte, NC 28277 County: Mecklenburg
The mailing address if diJJferent from the street address of the registered office currently on file is:
The name of the current registered agent is: Vivian Whitley
i NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered once is being changed)
Number and Street: 110 Matthews Station, Suite 2D
City, State, Zip Code: Matthews, NC 28105 County: Mecklenburg
2. The mailing address if different from the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
110 Matthews Station, Suite 2D, Matthews, NC 28105
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed) /
Randolph M. Allen oe
Type or Print Name of New Agent * Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is theZZ day of , 20Os, R. A. North Development, Inc.
Name
Entity
Signature
Randolph M. Nlen, President
Type or Print Name and Title
Notes: Fitlng fee is S5.00. This document must be filed with the Secretary of State.
Instead ofsigning here, the new registered agent may sign a separate written consent to the appointment, which most be attached to this statement.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

LETTER OF TRANSMITTAL
TO: North Carolina DENR
127 Cardinal Drive Ext
Wilmington, NC 28405-3845
ATTN: Mr. Paul Bartlett
REF: Cannonagate at Bogue Sound
Stormwater Modification Application No. 890308
WE ARE SEMONG: _ ATTACHED SEPARATELY
THE FOLLOWING: X DRAWINGS PRINTS
SPECIFICATIONS _ SAMPLES
/DE May 17, 2005
errnit Nor 890308
TRADER CONSTRUCTION CO.
POST OFFICE DRAWER 1578
NEW BERN, NC 28563
TELEPHONE: [phone]
FAX: [phone]
BID FAX: [phone]
PLANS COPY OF LETTER
CHANGE ORDER
COPIES
DATE
NUMBER
DESCRIPTION
2
Revision 5-16-05
Sheet 3
Text Changes for Drainage Areas
2
Revision 5-16-05
Sheet 4
30' Buffer to Surface Waters
2
Revision 5-16-05
Sheet 5
Drainage Area Delineation for Swales
2
5-17-05
Sheet 6
Road Cross -Sections and Facilities Dimensions
THESE ARE TRANSMITTED:
REMARKS:
FOR APPROVAL
FOR YOUR USE
APPROVED AS NOTED
RESUBMIT COPIES FOR APPROVAL
RETURN CORRECTED PRINTS
FOR BIDS DUE BY
PRINTS RETURNED AFTER LOAN TO US
(Wor )
X AS REQUESTED
APPROVED AS SUBMITTED
RETURNED FOR CORRECTIONS
_ SUBMIT COPIES FOR DISTRIBUTION
FOR REVIEW AND COMMENT
Dear Paul:
Please find the additional information you requested at our May 11, 2005 meeting.
If you have any questions, please don't hesitate to call.
T'
Carl riuddie
i RECEIVED
Project Engineer I MAY 19 2005
TITLE Is- t � ©3 ©— SIGNATURE
BY: r

LETTER OF TRANSMITTAL
TO: North Carolina DENR
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
ATTN: Mr. Paul Bartlett
REF: Cannonsgate at Bogus Sound
StormwaWr Modification Applicdon No. 890308
WE ARE SENDING:
THE FOLLOWING:
_ ATTACHED
X DRAWINGS
SPECIFICATIONS
_ SEPARATELY
_ PRINTS
SAMPLES
DATE: May 17, 2005
JOB NO: Egirmn No. 890308
FROM:
TRADER CONSTRUCTION CO.
POST OFFICE DRAWER 1578
NEW BERN, NC 28U3
TELEPHONE: 252-M2425
FAX: [phone]
BID FAX: M-W4=97ia
PLANS COPY OF LETTER
W CHANGE ORDER
COPIES
DATE
NUMBER
DESCRIPTION
2
Revision 5-16-05
Sheet 3
Text Changes for Drainage Areas
2
Revision 5-16-05
Sheet 4
30' Buffer to Surface Waters
2
Revision 5-16-05
Sheet 5
Drainage Area Delineation for Swales
2
5-17-05
Sheet 6
Road Cross -Sections and Facilities Dimensions
THESE ARE TRANSMITTED:
1:14 d, r11 z
FOR APPROVAL
FOR YOUR USE
APPROVED AS NOTED
RESUBMIT COPIES FOR APPROVAL
RETURN CORRECTED PRINTS
FOR BIDS DUE BY
PRINTS RETURNED AFTER LOAN TO US
(other reasons)
X AS REQUESTED
APPROVED AS SUBMITTED
RETURNED FOR CORRECTIONS
T SUBMIT COPIES FOR DISTRIBUTION
FOR REVIEW AND COMMENT
Dear Paul:
Please find the additional information you requested at our May 11, 2005 meeting.
If you have any questions, please don't hesitate to call.
Carl Huddle
Project Engineer
TITLE
7RE--CEI`6TE
MAY � 9 �016
SIGNATURE
RECEIVED
MAY r '47
BY:

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 1
MAY 1 1 p(�5
S 4 ��7w
BY:
Source
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.38 acres
Plan and Profiles
Streets, Drives, Sidewalk =
0.96 acres
Residential Area
0.43 acres
2 Runoff Coefficient =
0.40 residential
HR Malcom
0.95 Streets and driveways
HR Malcom
3 Average Residential
0.430 0.40
0.172
HR Malcom
Streets
0.950 0.95
0.903
HR Malcom
Sum =
1.380 acres
1.075
C =
0.779
4 Time of Concentration =
Length (ft) 400.000 ft
Fig. 8.03a NC Erosion Control
Slope (%) 0.300
Plan and Profiles
Height (ft) 1.2W it
Tc 6.500 min
Mu" Tc by .4 for Asphalt
NC Erosion Control
Tc = 2.GW min
5 Rainfall Intensity(l)
5 min duration 10 Year storm
Wilmington Curve from NC Erosion Control
Intensity 0
7.000 in/hour
Wilmington Curve from NC Erosion Control
6 Discharge
Q = CIA 7.522 cis
HR Malcom
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
H.R. Malcom
Parameters
n = 030
0.03
H.R. Malcom
Cm = .552
0.552
H.R. Malcom
Q =
7.522 cis
Rational Meth.
Width - 10 feet
Chosen Design
Depth - 1 foot
Chosen Design
Side slopes (5 to 1)
Chosen Design
2 Flow Depth at 5%
y = Cm(Q x nys".5)".375
H. R. Malcom
y =
0.55 ft
3 Flow Area
Arm y x 5 ft
2.77 ft"2
Chosen Design
4 Flow Velocity
Velocity = Q/A
2.72 ft/sec
5 Allowable Veloc:�j
4.a i fNsec
H.R. Malcom
6 Flow Depth at 1 %
y = Cm(Q x n)/s".5)".375
H.R. Malcom
7 Flow Depth at 1 %
y =
0.75 it
8 Minimum Swale depth
y =
1 ft
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Estimate Discharge by Rational Method
1 Total Drainage Area -
1.38 acres
Streets, Drives, Sidewalk =
0.95 acres
Residential Area =
OA3 acres
2 Runoff Coefficient
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.430 0.40 0.172
Streets
0.950 0.95 0.903
Sum
1.380 acres 1.075
C =
0.779
4 Time of Concentration
Length (ft) 400.000 It
Slope (%) 0.300
Height (it) 1.2W it
Tc 6.500 min
Multiply Tc by .4 for Asphalt:
Tc = 2.600 min
5 Rainfall Intensity n
5 min duration 10 year storm
lnterrsity (q
7.000 iMhour
6 Discharge
0 = CiA 7.522 cis
V-Shaped Swale Design
1 Design Shape and
Slope 0 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm - .552
0.552
0 =
7.522 cis
Width =10 test
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
3 Flow Area
4 Flow Velocity
5 Allowable Velac-,r
6 Flow Depth at 1 %
7 Flow Depth at 1 %
8 Minimum Swale depth
y = Cm(O x nNs".W.375
y = 0.55 ft
Area = y x 5 ft 2.77 ft"2
Vokwity = O/A 2.72 fUsec
4.30 ft,'sso
y - Cm(O x nYe.5)".375
y = 0.75 ft
y= 1 It
Source
I Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
NC Erosion Control
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 3
Estimate Discharge by Rational Method
1 Total Drainage Area -
456 acres
Plan and Profiles
Streets, Drives, Sidewalk =
0.30 acres
Residential Area =
0.26 acres
2 Runoff Coeifieient =
0.40 residential
HR Malcom
0.95 Streets and driveways
HR Malcom
3 Average Residential
0.260 0.40
0.104
HR Malcom
Streets
0.300 0.95
0.285
HR Malcom
Sum
0.560 acres
0.389
C =
0.695
4 Time of Condon =
Length (it) 400.000 ft
Fig. 8.03a NC Erosion Control
Slope (%) 0.300
Plan and Profiles
Height (1t) 1.200 ft
Tc 8.500 min
Multiply Tc by .4 for Asphalt
NC Erosion Control
Tc = 2.600 min
5 Rainfall Intensity n
5 min duration 10 year stone
Wilmington Curve from NC Erosion Control
Intensity (i)
7.000 In/hour
Wilmington Curve from NC Erosion Control
6 Discharge
Q = CIA 2.723 cfs
HR Malcom
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
H.R. Malcom
Parameters
n - 030
0.03
H.R. Malcom
Cm = .552
0.552
H.R. Malcom
Q =
2.723 cis
Rational Meth.
Width =10 feet
Chosen Design
Depth = 1 foot
Chosen Design
Side slopes (5 to 1)
Chosen Design
2 Flow Depth at 5%
y = Cm(Q x n)1e 5)" 375
H. R. Malcom
y =
0.38 ft
3 Flow Area
Area = y x 5 it
1.89 ft"2
Chosen Design
4 Flow Velocity
Vdocity - QfA
1 A4 ftfsec
5 Allowable Velod:f
4.GG f zaa
H.R. irialco n
6 Flaw DWh at 1 %
y = Cm(Q x n)/a".5)".375
H.R. Malcom
7 Flow Depth at 1 %
y =
0.51 ft
8 Minimum Swale depth
y =
1 ft
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No.
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.56 acmes
Streets, Drives, Sidewalk =
0.30 acres
Residential Area =
0.26 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.280 0.40 0.104
Streets
0.300 0.95 0.285
Sum =
0.580 acres 0.389
C =
0.898
4 Time of Concentration =
Length (ft) 400.000 it
Slope (%) 0.300
Height (ft) 1.200 ft
Tc 8.500 min
Multiply To by .4 for Asphalt
Tc = 2.600 min
5 Rainfall Intansity (i)
5 min duration 10 year storm
Intensity (
77.000 infhour
6 Discharge
Q = CIA L723 cis
V-Shaped Swale Design
1 Design Shape and Slope (1 % to 5%)
0.05 0.01
Parameters n = 030
0.03
Cm - .552
0.552
Q =
2.723 cis
Width =10 feet
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
3 Flow Area
4 Flaw Velocity
5 Allowable Vslod-ty
6 FkrAf Dapth at 1 %
7 Flow Depth at 1 %
8 Minimum Swale depth
y = Cm(Q x n)fs".5)".375
y = 0.38 ft
Area = y x 5 it 1.89 ft"2
Velocity = Q!A 1." ftlsec
4160 txlsec
y = Cm(Q x n)13".5)".375
y = 0.51 ft
y= 1 ft
source
Plan and Profiles
H R Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
NC Erosion Control
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom.
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 5 - Source
Estimate Discharge by Rational Method
1 Total Drainage Area -
0.67 acres
Plan and Profiles
Streets, Drives, Sidewalk =
OA2 acres
Residential Area =
0.25 acres
2 Runoff Coefficient
0.40 residential
HR Malcom
0.95 Streets and driveways
HR Malcom
3 Average Residential
0.250 0.40
0.100
HR Malcom
Streets
0.420 0.95
0.399
HR Malcom
Sum =
0.670 acres
0.499
C =
0.745
4 Time of Concentration =
Length (it) 400.000 ft
Fig. 8.03a NC Erosion Control
Slope (%) 0.300
Plan and Profiles
Height (it) 1.200 it
Tc 6.500 min
Multiply Tc by .4 for Asphalt
NC Erosion Control
Tc = 2.6W min
5 Rainfall Intensity (I)
5 min duration 10 r storm
Y�
Wilmington Curve from NC Erosion Control
Intensity to
7.000 inlhuur
Wilmington Curve from NC Erosion Cwrtrol
6 Discharge
Q - CIA 3.493 cis
HR Malcom
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
H.R. Malcom
Parameters
n - 030
0.03
H.R. Malcom
Cm - .552
0.552
H.R. Malcom
Q =
3.493 cis
Rational Meth.
Width - 10 feet
Chosen Design
Depth = 1 foot
Chosen Design
Side slopes (5 to 1)
Chosen Design
2 Flow Depth at 5%
y = Cm(Q x n)1e 5)" 375
H. R. Malcom
y =
0.42 it
3 Flow Area
Area - y x 5 it
2.08 ff"2
Chosen Design
4 Flow Velocity
Velocity = Q/A
1.68 NOW
5 Allowable Velocity
4.50 fdaec
H.R. Malcom
6 Flaw Depth at 1 %
y = Cm(Q x n)1s".5)".375
H.R. Malcom
7 Flaw Depth at 1 %
y =
0.56 R
8 Minimum Swale depth
y =
1 f%
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 8
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.67 acres
Streets, Durres, Sidewalk =
0.42 acres
Residential Area =
0.25 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.250 0.40 0.100
Streets
0.420 0.95 0.399
Sum =
0.670 acres 0.499
C =
0.745
4 Time of Concentration =
Length (ft) 400.000 ft
Slope (%) 0.300
Height (ft) 1200 ft
Tc 6.500 min
Multiply Tc by .4 for Asphalt
Tc = 2.600 min
5 Rainfall Intensity n
5 min duration 10 year storm
Intensity ()
7.000 in thour
6 Discharge
Q = CIA 3A93 cis
V-Shaped Swale Design
1 Design Shape and
Slope 0 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
3.493 cis
Width -10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)1e.5r`.375
y =
0.42 It
3 Flow Area
Area = y x 5 ft
2.08 ft"2
4 Flow Velocity
Velocity = QfA
1.08 tt/sec
5 Allowable velocity
4.80 flisec
6 Flow Depth at 1 %
y = Cm(Q x n)/s".5p'.375
7 Flow Depth at 1 %
y =
0.56 ft
8 Minimum Swale depth
y =
1 ft
I Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
NC Erosion Control
Wilmmngton Curare from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No.
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.21 acres
Streets, Drives, Sidewalk =
0.51 acres
Residential Are =
0.70 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.700 0.40 0.280
Streets
0.510 0.95 0.485
Sum =
1.210 acres 0.765
C =
0.632
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall intensity m
5 min duration 10 year storm
Intensity n
7.000 in/hour
6 Discharge
Q = CIA 5.362 aft
V-Shaped Swale Design
1 Design Shape and Slope (1 % to 5%)
Parameters n = 030
Cm - .552
Q =
Width = 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
3 Flow Area
4 Flow Velocity
5 Allowable Velocity
6 Flow Depth at 1 %
7 Flow Depth at 1 %
8 Minimum Swale depth
0.05 0.01
0.03
0.552
5.352 cis
y = Cm(Q x nysA.5)A.375
y = 0.49 ft
Area = y x 5 ft 2.44 W2
Velocity = O/A 2.20 ft/sec
4.50 fNsec
y = Cm(Q x n)IsA.5)A.375
y = 0.86 ft
y = 1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Er-i--r C_..rl
Wilmington Curve from NC Erosion Control
HR Malcom
.R. Malcom
.R. Malcom
.R. Mploom
ational Meth.
:hosen Design
:hosen Design
:hosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 8
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.32 acres
Streets, Drives, Sidewalk =
0.23 acres
Residential Area =
1.09 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.090 0.40 0.438
Streets
0.230 0.95 0.219
Sum =
1.320 acres 0.655
C =
OA96
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity (i)
5 min duration 10 year storm
Intensify n
7.000 in/hour
6 Discharge
Q = CiA 4A82 cis
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n - 030
0.03
Cm = .552
0.552
Q =
4.582 ds
Width =10 feet
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)A.375
y =
0.48 it
3 Flow Area
Area = y x 5 ft
2.30 ftA2
4 Flow Velocity
Velocity -Q/A
1.90 ft/sec
5 Allowable Velocity
4.50 ftfsec
6 Flow Depth at 1 %
y = Cm(Q x n)fe.5)A.375
7 Flow Depth at 1 %
y =
0.82 ft
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.Wa NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.95 acres
Streets, Durres, Sidewalk =
0.40 acres
Residential Area =
1.55 acres
2 Runoff Coof icient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.550 0.40 0.620
Streets
0.400 0.95 0.380
Sum =
1.950 acres 1.000
C =
0.513
4 Time of Concentration
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity()
5 min duration 10 year storm
Intensity n
7.000 in/hour
6 Discharge
Q - CIA 7.000 cis
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
7.000 cfs
Width = 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/e.5)A.375
y =
0.54 It
3 Flow Area
Area = y x 5 It
2.70 4"2
4 Flow Velocity
Velocity = Q/A
2.60 ftfsec
5 Allowable Velocity
4.60 fUsec
6 Flow Depth at 1 %
y = Cm(Q x n)/e-5)A.375
7 Flow Depth at 1 %
y =
0.73 ft
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wiimirrpton Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 10
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.31 acres
Streets, Drives, Sidewalk =
0.36 acres
Residential Area =
0.93 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.930 0.40 0.372
Streets
0.380 0.95 0.361
Sum =
1.310 acres 0.733
C =
0.560
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
To = 5.000 min
5 Rainfall Intensify M
5 min duration 10 vear storm
Intensity ()
7.000 inithour
6 Discharge
Q CIA f4.131 cis
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
5.131 cis
Width =10 feat
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/s".5)".375
y a
0.48 It
3 Flow Area
Area = y x 5 ft
2.40 ft"2
4 Flow Velocity
Velocity = Q!A
2.14 New
5 Allowable Velocity
4.60 ft/sec
8 Flow Depth at 1%
y = Cm(Q x n)/e.5)A.375
7 flow Depth at 1 %
y =
0.65 ft
8 Minimum Swale depth
y =
1 It
I Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Ratiorml Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 11
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.58 acres
Streets, Drives, Sidewalk =
0.18 acres
Residential Area =
0.40 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.400 0.40 0.180
Streets
0.180 0.95 0.171
Sum
0.580 acres 0.331
C =
0.571
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity @
5 min duration 10 veer strxrrr
Intensity n
7.000 irdhour
6 Discharge
Q = CIA 2.317 cis
VShaped Swale Design
1 Design Shape and Slope (1 % to 5%)
0.05 0.01
Parameters n = 030
0.03
Cm - .552
0.552
Q =
2.317 cis
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
3 Flow Area
4 Flow Velocity
5 Allowable Velocity
6 Flow Depth at 1 %
7 Flow Depth at 1 %
8 Minimum Swale depth
y = Cm(Q x nuSA.5)A.375
y = 0.36 It
Area y x 5 It 1.78 ftA2
Velocity = Q/A 1.30 it/sec
4.60 New
y - Cm(Q x ny5A.5)A.375
y = 0.48 ft
y= 1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve frorn N(; Fre ran P.nrdml
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-1 05 Ver. 3.99
Swale No. 12
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.68 acres
Streets, Drives, Sidewalk =
0.21 acres
Residential Area =
0.47 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.470 0.40 0.188
Streets
0.210 0.95 0.200
Sum =
0.680 acres 0.388
C =
0.570
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity(i)
5 min duration 10 year storm
Intensity (q
7.000 inihour
6 Discharge
Q = CIA 2.713 cfs
V-Shaped Swale Design
1 Design Shape and Slope (1 % to 5%)
Parameters n - 030
Cm = .552
Q =
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flaw Depth at 5%
3 Flow Area
4 Flow Velocity
5 Allowable Velocity
6 Flow Depth at 1 %
7 Flow Depth at 1 %
8 Minimum Swale depth
0.05 0.01
0.03
0.552
2.713 cis
y = Cm(Q x n)/e.5r`.375
y = 0.38 it
Area = y x 5 it 1.89 ft"2
Velocity = Q/A 1 A4 ft/sec
4.50 fUsec
y = Cm(Q x nys".5)".375
y = 0.61 ft
Y= 1 ft
Source
Plan and Profiles
MR Malcom
MR Malcom
MR Malcom
MR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve 1Mm Nr. Frnginn L`nnYrnl
Curve from NC Erosion Control
MR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Math.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.01 acres
Streets, Drives, Sidewalk =
0.26 acres
Residential Area =
0.75 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.750 0.40 0.300
Streets
0.260 0.95 0.247
Sum =
1.010 acres 0.547
C =
0.642
4 Time of Concentration =
Time of concentration
is less than the 5 ndnute
duration for a 10 year stone
Tc = 5.000 min
5 Rainfall Intensity n
5 min duration 10 year storm
Intensity n
7.000 inthour
6 Discharge
Q = CiA 3.829 cis
V4;haped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm - .552
0.552
Q =
3.829 cis
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)1.375
y =
0.43 ft
3 Flaw Area
Area = y x 5 ft
2.15 ft°2
4 Flow Velocity
Velocity = Q/A
1.78 It/sec
5 Allowable Velocity
4.50 it/sec
6 Flaw Depth at 1 %
y = Cm(Q x nye.5)A.375
7 Flow Depth at 1 %
y =
0.58 ft
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
8.03a NC Erosion Control
land Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Infonnation
Form SWU-105 Ver. 3.99
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.62 acres
Streets, Drives, Sidewalk =
0.21 acres
Residential Area =
1.41 acres
2 Runoff Coetficierd =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.410 0.40 0.564
Streets
0.210 0.95 0.200
Sum =
1.620 acres 0.764
C =
0.471
4 Time of Concentration =
Time of concentrufm
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity(l)
5 min duration 10 year storm
intensity n
7.000 lydhour
6 Discharge
Q - CIA 5.345 cis
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
5.345 cis
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)Is".5)".375
y =
0.49 It
3 Flow Area
Area y x 5 ft
2.44 ft"2
4 Flow Velocity
Velocity = QfA
2.19 We=
5 Allowable Velocity
4.50 f fsec
6 Flow Depth at 1 %
y = Cm(Q x n)fe.5r.375
7 Flow Depth at 1%
y =
0.66 ft
8 Minimum Swale depth
y =
1 ft
I;rTFL 1107il 1
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion Control
Wilmington Curare from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 15
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.28 acres
Streets, Drives, Sidewalk =
0.29 acres
Residential Area =
0.99 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.990 0.40 0.396
Streets
0.290 0.95 0.276
Sum =
1.280 acres 0.672
C =
0.528
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year stone
Tc = 5.000 min
5 Rainfall Intensity()
5 min duration 10 year storm
Intensity ()
7.000 irdhour
6 Discharge
Q = CiA 4.701 cis
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameter:
n = 030
0.03
Cm = .552
M552
Q =
4.701 cis
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/s".5)" 375
y =
0.46 ft
3 Flow Area
Area = y x 5 it
2.32 tt"2
4 Flow Velocity
Velocity = Q/A
2.02 ft/sec
5 Allowable Velocity
4.50 Wsec
6 Flow Depth at 1%
y= Cm(Q x n)js".5)".375
7 Flow Depth at 1 %
y r
0.63 ft
8 Minimum Swale depth
y 0
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
76
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.67 acres
Streets, Drives, Sidewalk =
0.42 acres
Residential Area =
1.26 acres
2 Runoff Coefficient
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.250 0.40 0.500
Streets
0.420 0.95 0.399
Stun =
1.670 acres 0.899
C =
0.538
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year stone
Tc = 5.000 min
5 Rainfall Intensity (1
5 min duration 1n year stnrm
Intensity W
7.000 in/hour
6 Discharge
Q = CIA 6.293 cis
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm - .552
0.552
Q =
6.293 cfa
Width = 10 feet
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.W.375
y =
0.52 it
3 Flow Area
Area - y x 51t
2.59 ftA2
4 Flow Velocity
Velocity = Q!A
2A3 fNsec
5 Allowable Velocity
4.50 fUsec
6 Flow Depth at 1 %
y = Cm(Q x n)(e.5)A.375
7 Flow Depth at 1 %
y =
0.70 It
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curare from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU405 Ver. 3.99
Swale No. 17 - -- Source
Estimate Discharge by Rational Method
1 Total Drainage Area -
1.92 acres
Plan and Profiles
Streets, Drives, Sidewalk =
0.71 acres
Residential Area =
1.20 acres
2 Runoff Coefficient =
0.40 residential
HR Malcom
0.95 Streets and driveways
HR Malcom
3 Average Residential
1.200 0.40
0.480
HR Malcom
Streets
0.710 0.95
0.675
HR Malcom
Sum =
1.910 acres
1.155
C a
0.604
4 Time of Concenhadon
Time of concentration
Fig. 8.03a NC Erosion Control
is less than the 5 minute
Plan and Profiles
duration for a 10 year storm
To = 5.000 min
5 Rainfall Intensity ()
5 min duration 10 year storm
Wilmington Curve from NC Erosion Control
Intensity (i)
7.000 in/hour
Wilmington Curve from NC Erosion Control
6 Discharge
Q = CiA 8.124 cfs
HR Malcom
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
H.R. Malcom
Parameters
n - 030
0.03
H.R. Malcom
Cm = .552
0.552
H.R. Malcom
Q =
8.124 cis
Rational Math.
Width = 10 feet
Chosen Design
Depth = 1 foot
Chosen Design
Side slopes (5 to 1)
Chosen Design
2 Flow Depth at 5%
y = Cm(Q x nye.W.375
H. R. Malcom
y =
0.57 it
3 Flow Area
Arse = y x 5 it
2.85 Tt"2
Chosen Design
4 Flow Velocity
Velocity = Q!A
2.85 fHsec
5 AYawable Velocity
4.50 Ttisee
H.R. Malcom
6 Flow Depth at 1 %
y = Cm(Q x nye.5)A.375
H.R. Malcom
7 Flow Depth at 1%
y=
0.77 It
8 Minimum Swale depth
y =
1 it I
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Estimate Discharge by Rational Method
1 Total Drainage Area =
2.07 acres
Streets, Drives, Sidewalk =
OAS acres
Residential Area =
1.61 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.610 0.40 0.644
Streets
0.460 0.95 0.437
Sum
2.070 acres 1.081
C =
0.522
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity n
5 min duration 10 year storm
Intensity ()
7.000 irdhour
6 Discharge
Q = CIA 7.667 cis
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
7.567 cis
Width -10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye-5)11.375
y =
0.56 ft
3 Flow Area
Area = y x 5 ft
2.78 itA2
4 Flow Velocity
Velocity = Q/A
2.73 fNsec
5 Allowable Velocity
4.50 f fsec
6 Flow Depth at 1 %
y = Cm(Q x nye.5)A.375
7 Flow Depth at 1 %
y =
0.75 8
8 Minimum Swale depth
y=
1 I t
source
I�rTiFL��r�"fC'7
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 19
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.86 acres
Streets, Drives, Sidewalk =
0.25 acres
Residential Area =
1.60 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
I AW 0.40 0.640
Streets
0.2W 0.95 0.238
Sum
1.850 acres 0.878
C =
OA74
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity (i)
5 min duration 10 year storm
Intensity (i)
7.000 In/hour
8 Discharge
Q = CiA 6.143 cfs
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
6.143 cis
Width=101set
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)".375
y =
0.51 ft
3 Flow Area
Area = y x 5 ft
2.57 ft"2
4 Flow Velocity
Velocity - Q/A
2.39 ft/sec
5 Allowable Velocity
4.50 ft/sec
6 Flow Depth at 1 %
y = Cm(Q x n)le.5)A.375
7 Flow Depth at 1 %
y =
0.69 ft
8 Minimum Swale depth
y =
1 ft
Sourc
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
zu
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.75 acres
Streets, Drives, Sidewalk =
0.51 acres
Residential Area =
12A acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.240 0.40 0.496
Streets
0.510 0.95 0.485
Sum =
1.750 acres 0.981
C =
0.580
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity()
5 min duration 10 year storm
Intensity (i)
7.000 in/hour
6 Discharge
Q = CIA 6.884 cfs
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n a 030
0.03
Cm = .552
0.552
Q a
6.864 cfs
Width =10 feet
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)1s".5)".375
y =
0.54 it
3 Flow Area
Area = y x 5 R
2.68 ft"2
4 Flow Velocity
Velocity a Q/A
2.66 Weec
5 Allowable Velocity
4.50 It/sec
6 Flow Depth at 1 %
y = Cm(Q x n)/e.5)1'.375
7 Flow Depth at 1 %
y =
0.72 it
8 Minimum Swale depth
y =
1 it
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion C.onlral
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 21
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.98 acres
Streets, Drives, Sidewalk =
0.18 acres
Residential Area =
0.80 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.800 0.40 0.320
Streets
0.180 0.95 0.171
Sum =
0.960 acres 0.491
C =
0.501
4 Time of Concentration =
rime of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity frf
5 min duration 10 year storm
Intensity ()
7.000 inthour
8 Discharge
Q = CiA 3A37 cis
V-Shaped Swale Design
1 Design Shape and Slope (1 % to 5%) 0.05 0.01
Parameters n = 030 0.03
Cm :.552 0.552
Q = 3.437 cis
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5% y = Cm(Q x n)/e.5)".375
y = 0.41 it
3 Flow Area Area = y x 5 ft 2.08 ft"2
4 Flow Velocity Velocity = Q/A 1.66 ft/sec
5 Allowable Velocity 4.50 fUsec
6 Flow Depth at 1 % y = Cm(Q x nYs".5)A.375
7 Flaw Depth at 1 % y = 0.56 ft
8 Minimum Swale depth y = 1 it
I Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC IEnwdon r'.ondmt
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-106 Ver. 3.99
zz
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.61 acres
Streets, Drives, Sidewalk =
0.71 acres
Residential Area =
1.10 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.100 0.40 0.440
Streets
0.710 0.95 0.675
Sum =
1.810 acres 1.115
C =
0.616
4 Time of Concentration =
Time of concentration
Is less than the 5 minute
duration for a 10 year storm
To = 5.000 min
5 Rainfall Intensity n
5 min duration 10 year ster ,
Intensity n
7.000 in/hour
6 Discharge
Q - CIA 7.802 cis
V-Shaped Swale Design
1 Design Shape and Slope (1 % to 5%) 0.05 0.01
Parameters n = 030 0.03
Cm = .552 0.552
Q = 7.802 cis
width' 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
3 Flow Area
4 Flow Velocity
5 Allowable Velocity
6 Flow Depth at 1 %
7 Flow Depth at 1 %
8 Minimum Swale depth
y = Cm(Q x nysA.5)4.375
y = 0.58 ft
Area = y x 5 ft 2.81 ftA2
Velocity = QIA 2.78 ftisec
4.50 fUsec
y - Cm(Q x n)fsA.5)A.375
y = 0.76 ft
Y= 1 ft
Source
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Estimate Discharge by Rational Method
1 Total Drainage Area =
3.58 acres
Streets, Drives, Sidewalk =
0.98 acres
Residential Area =
2.58 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
2.580 0.40 1.032
Streets
0.980 0.95 0.931
Sum =
3.580 acres 1.983
C =
0.551
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity fiI
5 min duration 10 veer stone
Intensity ()
7.000 in/hour
6 Discharge
Q = CIA 13.741 cis
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n - 030
0.03
Cm = .552
0.552
Q =
13.741 cis
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/911.5r`.375
y =
0.69 ft
3 Flow Area
Are = y x 5 ft
3.47 f A2
4 Flow Velocity
Velocity - Q/A
3.95 fNsec
5 Allowable Velocity
4.50 iNsec
8 Flow Depth at 1 %
y = Cm(Q x nye.5)A.375
7 Flow Depth at 1 %
y =
0.94 it
8 Minimum Swale depth
y =
1 It
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Frcmjon Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 24
Estimate Discharge by Rational Method
1 Total Drainage Area -
1.53 acres
Streets, Drives, Sidewalk =
0.42 acres
Residential Area =
1.11 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.110 0.40 0.444
Streets
0.420 0.95 0.399
Sum
1.530 acres 0.843
C =
0.551
4 Time of Concentration =
Time of concentration
is less than the 5 rninute
duration for a 10 year stone
Tc = 5.000 min
5 Rainfall Intensity(i)
5 min duration 10 year stone
Intensity ()
7.000 in/hour
8 Discharge
Q = CiA 5.901 cfa-
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q
5.901 cfs
Width -10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/91.5)^.375
y =
0.51 It
3 Flow Area
Area = y x 5 ft
2.53 ft"2
4 Flow Velocity
Velocity = Q/A
2.33 fHsec
5 Allowable Velocity
4.50 fNsec
6 Flow Depth at 1 %
y = Cm(Q x nye.5)A.375
7 Flow Oapth at 1 %
y =
0.68 ft
8 Minimum Swale depth
y =
1 ft
Source
Plan and Profiles
H R Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. &03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 25
Estimate Discharge by Rational Method
1 Total Drainage Area =
3A4 acres
Streets, Drives, Sidewalk =
0.50 acres
Residential Area =
2.94 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
2.940 0.40 1.176
Streets
0.500 0.95 0.475
Sum
3.440 acres 1.651
C =
OA80
4 Time of Concentration
Time of concentration
Is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity(i)
5 min duration 1n year storm
Intensity ()
7.000 in(hour
6 Discharge
Q - CiA 11.567 cfe
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
11.557 cfs
Width - 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.W.375
y =
0.65 it
3 Flow Area
Area y x 5 It
3.25 iM2
4 Flow Velocity
Velocity = Q/A
3.55 ft/sec
5 Allowable Velocity
4.50 it/sec
6 Flow Depth at 1 %
y = Cm(Q )(nNs".5)".375
7 Flow Depth at 1 %
y =
0.88 it
8 Minimum Swale depth
y =
1 it
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Frosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 26
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.91 acres
Streets, Drives, Sidewalk =
0.42 acres
Residential Area =
1.49 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.490 0.40 0.596
Streets
0.420 0.95 0.399
Sum =
1.910 acres 0.995
C =
0.521
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year stone
Tc = 5.000 min
5 Rainfall Intensihr n
5 min duration 10 year storm
Intensity ()
7.000 inthour
6 Discharge
Q = CIA 6.90 cis
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm - .552
0.552
Q =
6.965 cis
Width =10 feet
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)1e.5)".375
y =
0.54 it
3 Flow Area
Area y x 5 ft
2.69 ftA2
4 Flow Velocity
Velocity = QIA
2.69 ftfsec
5 Allowable Velocity
4.50 ftfsec
6 Flow Depth at 1 %
y = Cm(Q x n)le.W.375
7 Flow Depth at 1 %
y =
0.73 It
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 27
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.53 acres
Streets, Dries, Sidewalk =
0.21 acres
Residential Area =
0.32 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.320 0.40 0.128
Streets
0.210 0.95 0.200
Sum =
0.530 acres 0.328
C =
0.618
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year stone
Tc = 5.000 min
5 Rainfall Intensity n
5 min duration 10 year stone
Intensity ()
7.000 in/hour
6 Discharge
Q = CIA 2.293 aft
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n - 030
0.03
Cm = .552
0.552
Q a
2.293 cis
Width = 10 feet
Depth . 1 fact
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nus"
5)" 375
y =
0.35 It
3 Flow Area
Area = y x 5 It
1.77 fi"2
4 Flow Velocity
Velocity - Q/A
1.29 It/sec
5 Allowable Velocity
4.ti0 ft/sec
8 Flow Depth at 1 %
y = Cm(Q x nye.S)A.375
7 Flow Depth at 1 %
y =
OAS ft
8 Minimum Swale depth
y =
1 R
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curare from NC Erosion Control
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-t 05 Ver. 3.99
I= I
Estimate Discharge by Rational Method
1 Total Drainage Area -
2.75 acres
Streets, Drives, Sidewalk =
0.63 acres
Residential Area =
2.12 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
2.120 0.40 0.848
Streets
0.630 0.95 0.599
Sum
2.750 acres 1.447
C =
0.526
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity (i)
5 min duration 10 year storm
Intensity ()
7.000 inthour
6 Discharge
Q - CA 10.126 cfs
V43haped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
10.126 cis
Width -10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/s".5)".375
y =
0.62 ft
3 Flow Area
Area = y x 5 ft
3.10 ft"2
4 Flow Velocity
Velocity = Q/A
3.27 ftfsec
5 Allowable Velocity
4•50 Nam
6 Flow Depth at 1 %
y = Cm(Q x nye.5)A.375
7 Flow Depth at 1 %
y =
0.84 ft
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-103 Ver. 3.99
Swale No. 29 Source
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.ti2 acres
Streets, Drives, Sidewalk =
OAO acres
Residential Area =
1.12 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.120 0.40 0.448
Streets
0.400 0.95 0.380
Sum =
1.520 acres 0.828
C =
0.545
4 Time of Concentration
Time of concwrftWn
is less than the 5 minute
duration far a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity ()
5 min duration 10 year star
Intensity ()
7.000 in/hour
6 Discharge
Q - CIA 5.795 cTE
V-Shaped Swale Design
1 Design Shape and
Skips (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0552
Q =
5.798 cis
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y - Cm(Q x n)/s".5)" 375
y =
0.50 ft
3 Flow Area
Area = y x 5 ft
2.51 ft"2
4 Flow Velocity
Velocity = Q/A
2.31 flisec
5 Allowable Velocity
4.50 ft/sec
8 Flow Depth at 1 %
y = Cm(Q x n)/e.5r`.375
7 Flow Depth at 1 %
y =
0.68 ft
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curare from NC Erosion Control
Wilmington Curve from NC Erasion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Estimate Discharge by Rational Method
1 Total Drainage Area -
2.33 acres
Streets, Drives, Sidewalk =
0.61 acres
Residential Area =
1.72 acres
2 Runotf Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.720 0.40 0.688
Streets
0.610 0.95 0.580
Sum =
2.330 acres 1.268
C =
0.544
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity (D
5 min duration 10 year storm
Intensity ()
7.000 in/hour
6 Discharge
Q = CIA 8.873 cis
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
8.873 cis
Width =10 feel
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)".375
y =
0.59 tt
3 Flow Area
Area y x 5 It
2.95 f A2
4 Flow Velocity
Velocity = Q!A
3.01 New
5 Allowable Velocity
4.50 ftfsec
6 Flow Depth at 1 %
y = Cm(Q x n)/e.5)".375
7 Flaw Depth at 1 %
y =
0.80 ft
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Fonn SWU-105 Ver, 3.99
Swale No. 31 I Source
Estimate Discharge by Rational Method
1 Total Drainage Area =
3.15 acres
Sheets, ts, Drives, Sidewalk =
0.51 acres
Residential Area =
2.64 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Averege Residential
2.640 0.40 1.056
Streets
0.510 0.95 0.485
Sum =
3.150 acres 1.541
C =
OASO
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity tit
5 min duration 10 vear storm
Intensity (I)
7.000 in/hour
6 Discharge
Q = CIA 10.784 cis
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n m 030
0.03
Cm = .552
0.552
Q s
10.784 cfs
Width = 10 feet
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nysA.S)A.375
y =
0.63 it
3 Flow Area
Area = y x 5 ft
3.17 f A2
4 Flow Velocity
Velocity = Q!A
3A0 flisec
5 Allowable Velocity
4.60 fNaec
6 Flow Depth at 1 %
y = Cm(Q x nye.5)A.375
7 Flow Depth at 1 %
y =
0.86 ft
8 Minimum Swale depth
y =
1 it
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
WImirKiton Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
No.
Estimate Discharge by Rational Method
1 Total Drainage Area =
2.80 acmes
Streets, Durres, Sidewalk =
0.69 acres
Residential Area =
2.11 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
2.110 0.40 0.844
Streets
0.690 0.95 0.658
Sum
2.800 acres 1.5w
C =
0.536
4 Time of Concentration
Time of concentration
is less than the 5 minute
duration for a 10 year storm
To = 5.000 min
5 Rainfall In tensity ()
5 min duration 10 year storm
Intensity (Q
7.000 in/hour
8 Discharge
Q - CiA 10.497 cfa
V-Shaped Swale Design
1 Design Shape and
Slope 0 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
10.497 cis
Width =10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/s" 5)" 375
y =
0.63 It
3 Flow Area
Area = y x 51t
3.14 ft"2
4 Flow Velocity
Velocity = O/A
3.34 ft/sec
5 Allowable Velocity
4.50 It/see
6 Flow Depth at 1 %
y - Cm(Q x n)/e.5)11.375
7 Flow Depth at 1 %
y =
0.66 ft
8 Minimum Swale depth
y =
1 It
source
1: 117Ti:.71 �7 �
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Mak*m
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 33
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.68 acres
Streets, Drives, Sidewalk =
0.43 acres
Residential Area =
1.20 acres
2 Rurwif Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.200 0.40 0.480
Streets
0.430 0.95 0.409
Sum =
1.630 acres 0.889
C =
0.6"
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity ni
5 min duration 10 year storm
Intensity n
7.000 inthour
6 Discharge
Q = CiA 6.220 cfs
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n - 030
0.03
Cm = .552
0.552
Q =
6.220 cfs
Width -10 feet
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)".375
y =
0.52 ft
3 Flaw Area
Area = y x 5 tt
2.58 ft"2
4 Flow Velocity
Velocity - Q!A
2.41 fusee
5 Allowable velocity
4.50 fNsec
6 Flow Depth at 1 %
y = Cm(Q x n)/sA.S)A.375
7 Flow Depth at 1 %
y =
0.70 ft
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No. 34 Source
Estimate Discharge by Rational Method
1 Total Drainage Area =
0.92 acres
Streets, Drives, Sidewalk =
0.24 acres
Residential Area -
0.68 acres
2 Runoff Coefficient `
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.680 0.40 0.272
streets
0.240 0.95 0.228
Sum =
0.920 acres 0.500
C =
0.643
4 rime of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity n
5 min duration 10 ymr strxm
Intensity (i)
7.000 in/hour
6 Discharge
Q = CIA 3.500 cfs
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n - 030
0.03
Cm = .552
0.552
Q =
3.500 cis
Width -10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)".375
y =
0.42 ft
3 Flow Area
Area = y x 5 ft
2.08 ft" 2
4 Flaw Velocity
Velocity = Q(A
1.68 if/sec
5 Allowable Velocity
4.50 ft/sec
6 Flow Depth at 1 %
y = Cm(Q x n)le.5)".375
7 Flaw Depth at 1 %
y =
0•66 fc
8 Minimum Swale depth
y =
1 8
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wiimington Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
35
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.88 acres
Streets, Drives, Sidewalk =
0.60 acres
Residential Area =
1.28 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.280 0.40 0.512
streets
0.600 0.95 0.570
Sum =
1.880 acres 1.032
C =
0.576
4 Time of Concentration =
Time of concentration
Is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Ralydall Intensity 0)
5 min duration 10 year storm
Intensity n
?.000 in/hour
6 Discharge
Q = CIA 7.674 efs
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm - .552
0.552
Q =
7.574 cls
Width - 10 feat
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x nye.5)"
375
y =
0.56 it
3 Flow Area
Area = y x 5 It
2.78 f A2
4 Flow Velocity
Velocity - Q/A
2.73 fUsec
5 Allowable Velocity
4.50 ftlsec
6 Flow Depth at 1%
y = Cm(Q x n)/s".5)".375
7 Flow Depth at 1 %
y =
0.75 ft
8 Minimum Swale depth
y =
1 it
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Frosion Control
Curve from NC Erosion Control
I:I A LT, '77
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale
Estimate Discharge by Rational Method
1 Total Drainage Area =
1.03 acres
Streets, Drives, Sidewalk =
0.23 acres
Residential Area =
0.80 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.800 0.40 0.320
Streets
0.230 0.95 0.219
Sum
1.030 saes 0.539
C =
0.623
4 Time of Concentration =
Time of concentration
is less than the 5 minute
duration for a 10 year stone
Tc = 5.000 min
5 Rainfall Intensity @
5 min duration 10 year stone
Intensity n
7.000 inthour
6 Discharge
Q = CIA 3.770 cfs
V-Shaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0 552
Q =
3.770 cis
Width -10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)WA)".375
y =
0.43 ft
3 Flow Area
Area = y x 5 ft
2.14 ft"2
4 Flow Velocity
Velocity = Q/A
1.76 New
5 Allowable Velocity
4.50 Wsec
6 Flow Depth at 1 %
y - Cm(Q x n)1s".5r-375
7 Flow Depth at 1 %
y =
0.58 ft
8 Minimum Swale depth
y =
1 it
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
Swale No.
37
Estimate Discharge by Rational Method
1 Total Drainage Area =
1A4 acres
Streets, Drives, Sidewalk =
0.32 acres
Residential Area =
1.12 acres
2 Runoff Coefficient =
0.40 residential
0.95 Streets and driveways
3 Average Residential
1.120 0.40 0.448
Streets
0.320 0.95 0.304
Sum =
1.440 acres 0.752
C =
0.622
4 Time of Concentration =
Time of concentration
is lees than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity n
5 min duration 10 year storm
Intensity Of
7.000 inthour
0 Discharge
Q = Cif. 6.264 cis
V-Shaped Swale Design
1 Design Shape and
Slope 0 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
5.264 cis
width =10 feet
Depth - 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)/s".5)1.375
y =
0.48 ft
3 Flow Area
Area = y x 5 ft
2.42 ft"2
4 Flow Velocity
Velocity - Q/A
2.17 ftfsec
5 Allowable Velocity
4.50 fHsec
6 Flow Depth at 1 %
y = Cm(Q x n)ie-W.375
7 Fkm Depth at 1 %
y =
0.66 ft
8 Minimum Swale depth
y =
1 ft
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Wilmington Curve from NC Erosion Control
Wilmington Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Clasen Design
H.R. Malcom
H.R. Malcom
Design

Calculation for Table 1. Swale Design Information
Form SWU-105 Ver. 3.99
35
Estimate Discharge by Rational Method
1 Total Drainage Area -
1.40 acres
Streets, Drives, Sidewalk =
0.56 acres
Residential Area =
0.86 acres
2 Runoff Coeftlent =
0.40 residential
0.95 Streets and driveways
3 Average Residential
0.850 0.40 0.340
Streets
0.550 0.95 0.523
Sum
1.400 acres 0.863
C =
0.616
4 Time of Concentration
Time of concentration
Is less than the 5 minute
duration for a 10 year storm
Tc = 5.000 min
5 Rainfall Intensity())
5 min duration 10 year stone
Intensity ()
7.000 inthour
6 Discharge
Q - CIA 6.038 cis
VShaped Swale Design
1 Design Shape and
Slope (1 % to 5%)
0.05 0.01
Parameters
n = 030
0.03
Cm = .552
0.552
Q =
6.038 cis
Width - 10 feet
Depth = 1 foot
Side slopes (5 to 1)
2 Flow Depth at 5%
y = Cm(Q x n)1sA.5)A.375
y =
0.51 ft
3 Flow Area
Area = y x 5 ft
2.55 ftA2
4 Flow Velocity
Velocity = Q!A
2.37 ftfsec
5 Allowable Velocity
4.50 ft/sec
6 Flow Depth at 1 %
y = Cm(Q x n)te.5)A.375
7 Flaw, Depth at 1 %
y =
0.69 ft
8 Minimum Swale depth
y =
1 ft
source
Plan and Profiles
HR Malcom
HR Malcom
HR Malcom
HR Malcom
Fig. 8.03a NC Erosion Control
Plan and Profiles
Curve from NC Erosion Control
Curve from NC Erosion Control
HR Malcom
H.R. Malcom
H.R. Malcom
H.R. Malcom
Rational Meth.
Chosen Design
Chosen Design
Chosen Design
H. R. Malcom
Chosen Design
H.R. Malcom
H.R. Malcom
Design

February 24, 2005
Ted Tyndall
Assistant Director ermitting & Enforcement
Division of C'pa6al Management
400 Cornjndrce Drive
More ad City NC 28557
� —y
;to A:
Dock & Dredge
Frq P 9 M01
PANY, INC.
Ted,
Thanks for attending the Express Permit Coordination meeting in Wilmm n bus pVOL
Tuesday. Your input was insightful. I am forwarding copies of the bathometric survey
that we recently performed to assist RA Management with their due -diligence. The work
product is a GPS correlated, computerized analysis of the basin and approach corridor.
In the past, we have found this process to be extremely reliable.
We are led to believe that the original permit depth was to be minus six (-6.0) MLW min,
according to the detail on Sheet 8 of 8, dated August 17, 1989, attached. Except for this
drawing, I can find no language in my copy of the permit that sets a controlling depth for
this dredging event. The permit does specify a 28% grade to be dredged between the
marina basin and the ICW, with a minus ten (-10) ft depth at or near the mouth of the
channel.
I am not certain how this dredging was originally performed. The permit seems to imply
that hydraulic dredging would be the preferred methodology, however I am led to believe
that either a dragline or excavator actually dug this basin, using the earthen plug as a
coffer dam. If this be the case, it is normal to assume that a certain amount of overcut
would be allowable, and in fact, would be expected. It is normally accepted practice that
in order to guarantee a specific controlling depth a contractor would need to overcut at
least a foot in order to guarantee the proper marina elevation. This is especially true if a
dragline were used. Whether or not the overcut was allowable under the permit is
another question entirely. Clearly your call. My view is purely from an operational
standpoint where BUT is normally applied.
Where from here? I have taken some liberty in suggesting possible solutions, if it is
determined by DCM or CAMA that corrective measures are necessary. As I see it there
are at least three possible solutions. First, accept the project as it is. This would leave the
marina basin deeper than the adjoining entrance channel. I would have a problem with
this, in that the flushing of the basin would be compromised. Such a solution would
violate the original intent and spirit of the order. Another scenario might be to fill in the
basin with sand or shell. If this were done it would very expensive and extremely
difcult to insure a relatively even bottom, free of humps and bumps. Fact is, Mother
Nature will fill this area in time, anyway. I don't think my second suggestion is very
sw000ft either! My recommendation would be to apply the original design standard to
the "as dredged" situation in the basin and require a 28% slope in the entrance channel
858 Williamson Road • Mooresville, NC 28117 • 704-663-3478 • FAX [phone]
www.rowboatcompany.com • email: [e-mail]

between the marina basin and the ICW. Assuming that the basin were determined to be
at a maximum depth of minus eight (-8) rather than minus six (-6), then a 28% grade
would put the entrance of the connecting channel at an elevation of minus twelve (-12),
rather than the minus ten (-10). If this were done, then the spirit and original intent of the
permit would be maintained. There may be environmental or "other" concerns
surrounding the original issuance of the permit that might preclude dredging to this depth.
Henry Wicker with the USACE might be helpful in researching this. The permit
information that I have indicates that the ICW has a working depth of minus fourteen
04) at the entrance to the channel. If this be the case, this final recommendation might
work.
If I can help further, please don't hesitate to contact me.
Best,
The Rowboat Company
zfr4-1�
Bob Wilson, President
CC. Jason Dail, DCM
Henry Wicker, USACE
Randy Allen, RA Management
Graham Allen, RA Management
Larry Zucchino, Engineer
Paul Bartlett, Water Quality

02!09/20,)5 IVED 10 : 45 FAX � �� I � Q 002/004
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NO 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submitted by 9 00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name_Randv Allen
Company R.A. Management. Inc.
Address 110 Matthews Station Road City/State Chadotte. No Zip 28105 County_Mecklinburg
Phone [phone] Fax [phone] Email ramanagement®alltel.not
PROJECT Name Harbor
ENGINEER/CONSULTANT LaEN Zucchino RL.A ASLA ^
Company JDavis Architects PLLC
Address 510 Glenwood Avenue Suite 201 City/State Raleigh Zip NC ,County Wake
e Phon_ 919.835-1500 Fax [phone] Email I_ anyz®idavisarchitects,com
❑ STREAM ORIGINATION CERTIFICATION
Z STORMWA TER ❑ Low Density [Z High Density -Detention Pond ❑ High Density -Other
® Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off site
® COASTAL ❑ Excavation & Fill Z Bridges & Culverts ❑ Structures Information
MANAGEMENT Z Upland Development ® Marina Development ❑ Urban Waterfront
..........
-Y
® LAND QUALITY ® Erosion and Sedimentation Control Plan with , dis
turbed.
,
30 acres to be distu b
------...... ......... —................ ------........ —.......... --............... ...... _...
® WETLANDS (401) ® No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ®Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
-- ---- ...... -----...... _.......... —................ .................... pp -- ---------------
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW g
CAMA $
LOS $
401 $
Total Fee Amount $

021/09/2005 WED 10:45 FAX
Q 003/004
510 GlemAwd Avenue. Suite 201 1 Raleigh, K 27M 1 eel 9194M-1500 I fax 919435r1510
TO:
Cameron Weaver
FROM:
Larry Zucchino, ABLA
JDavis Architects, PLLC
RE:
Harbor gay Express permitting
DATE:
February B, 2005
cc:
Randy AAen, R,A. Management
Remarks:
®O
0 JBITISARCHITECTS
Harbor Day is a 2Wacre residential development in Carteret County on Bogue
Sound with a lengthy permit history. There is an active CAMA Major permit
(#120-88) and a Low Density Stormwater Permit (0890308). The only
improvements currently on the property are an unpaved haul road with a culvert
wetland crossing (Sykes Creek) and an excavated and bulk headed 75-slip marina
10-d ae gis channel.
The current development program remains residential but has a significantly
redesigned roadway and lotting configuration_ Residential density remains
generally the same though all residential units are now single-family lots. No
attached residential units are envisioned Commercial uses have been eliminated.
We plan to request a major modification for the CAIVIA permit and a new
stormwater permit using the low -density approach for the 575^foot ORW zone and
use wet detention ponds for the remainder of the deve OPmeaL No additional
wetland Idle are anticipated. .However, it U anticipated that a 40l certification,
perhaps a modification, may be needed for the proposed widening of the collector
road crossing at Sykes Creek. .
O Attached is a completed Request for Express permit Review form and a location
map. We would request a pro -application meeting be scheduled for the week of
February 21 with a target meeting date for Tuesday? February 22.
Please contact me by phone at 9141-835-1540 or enia7 at
larazaIdavisarchitects.com at your earliest convenience.
nrrrOidevimehibm,com

02/09/2095 WED 10:45 FAX
CM 004/004
630502665639000 _
33050Z55462900Q k630502567260
'--_,-
Al
1 i •
pi

02/09/2405 WED 10: 45 FAX IM 001/004
I '
0
JDAVISARCHITECTS
510 Glenwood Avenue, Suite 201 1 Raleigh, NC 27603 I tell 91 "35.1500 1 far 919-835-1510
Date: February 9, 2005
To: Cameron Weaver
910.350-2004
r .
From: Larry Zucchino, RLA
Project: Harbor Bay
Re: Express Permitting
Number of Pages: 4
If you do not receive all the pages as listed above please call as soon as possible 919.835-1500.
Remarks:
CC: Randy Allen 704/321-9823
[e-mail]

RE: Harbor Bay
C rS C�r�
Subject: RE: Harbor Bay
From: Larry Zucchino <[e-mail]>
Date: Tue, 28 Sep 2004 11:05:45 -0400
To: "'Cameron Weaver"' <[e-mail]>
Cameron:
We will be seeking revisions to existing stormwater, erosion control and
CAMA permits for the proposed Broad Reach project, a 271-acre planned
residential development located on NC 24, fronting Bogue Sound in Cartere
County.
The existing stormwater permit (#890308) is for low density. There is a
Major CAMA permit
(#120-88) for the project which includes an upland 75 slip marina basin
which has been constucted. No residential development as taken place to
date. The revisions are due to a proposed change in the residential
development program for the property. The current plan has been approved
690 lots/units with Phase One construction approved for a total of 347
lots/units (174 lots and 173 townhomes) in the waterfront section of the
property (about 150 acres) which includes the ORW zone.
t
boa
Do 0
The new development program of approximately 515 total single family lots
has new roadway alignments. All the Phase One residential density will be
clustered in 375 single family lots with no townhomes. The remaining 140
single family lots are proposed for Phase Two which is in the interior of
the property.
We will be seeking a low density stormwater permit for Phase One and Phase
Two.
I can provide more detailed information as may be needed. Let me know if you
need anything more to schedule the pre -application meeting.
Larry
-----Original Message-----
From: Cameron Weaver[mailto:[e-mail]
Sent: Tuesday, September 28, 2004 9:05 AM
To: Larry Zucchino
Subject: Re: Harbor Bay
Hi Larry.
Attached you will find a fee schedule for the Express Permitting
program. The key to this expedited permit program is upfront
coordination and one of the requirements for entry into the program is
to have a narrative that describes the project and what permits you are
interested in obtaining via the Express program. Please fax this to me
as soon as possible so that I can arrange for Linda Lewis from
Stormwater, Joanne Steenhuis from 401/Wetlands and Jason Dail from CAMA
to be present for a pre -application meeting.
Thanks.
Cameron
Larry Zucchino wrote:
Hi Cameron. i would like to understand the cost and timing of the express
permitting procedure. More specifically, I would like to arrange a
1 of 4 9/28/2004 12:48 PM

RE: Harbor Bay
pre -application meeting for the revision to the Broad Reach stormwater
permit and CAMA permit. What is the earliest date available for a pre-app
meeting? Thanks. Larry Zucchino
-----Original Message -----
From: Cameron Weaver[mailto:[e-mail]
Sent: Monday, September 27, 2004 4:39 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
Hi Larry.
Linda Lewis copied me on her message to you so I thought I would go
ahead and just touch base with you since you indicate that you wish to
use the Express permitting option. I have information on the costs for
the Express program and am the point of contact to get projects accepted
into the Express program. In general, a pre -application meeting is held
so that everyone is on the same page with what the project is to involve
and that all proposed work can be done within the limits of the laws and
regulations, especially when more than one environmental permit is to be
obtained. This work will also involve obtaining or revising a CAMA
permit so it would probably be best to include Coastal Management and WQ
401/wetlands staff in any pre -application discussions involving this
project if you haven't already obtained complete approvals from these
groups. I will be happy to assist you with any other potential
environmental permitting contingencies that you are aware of concerning
this project.
Cameron
Linda Lewis wrote:
Larry:
Please talk to Cameron Weaver [phone], about the process for
express submittals.
Linda
Larry Zucchino wrote:
Linda. Thanks for the confirmation. We will not be submitting Oct 11.
Could you forward dates available in November/December? Also, would
you be
available before the express permit session to do a preliminary
review or to
we simply show up without a preview session?
Larry.
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]
Sent: Monday, September 27, 2004 3:47 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
Larry:
I would really have to see the project before I can comment on
pockets of high density. The width of the lots is irrelevant- what
matters is how much BUA is proposed within the 575' AEC . You need to
2 of 4 9/28/2004 12:48 PM

RE: Harbor Bay
make sure that the setback from MHW to the BUA is at least 30' and
that the BUA for the lots within the AEC does not exceed 25% of the
lot area.
For example, if the BUA for DWQ comes out to be 5,000 per lot based
on the overall density of the subdivision, but the lots are only
15,000 square feet, then the max you can get under CAMA regulations
is 3,750 scruare feet per lot.
Linda
Larry Zucchino wrote:
Hi Linda.
The project is Harbor Bay (fomerly known as Broad Reach SW 890308).
Our
plan is to submit this project revision through the Express Review
procedure. However, prior to starting our redesign I would like
your input
on low density limits within the 575' ORW:
Staying below the 25% impervious within the ORW zone, would 40 foot
wide cluster residential lots along the entire shoreline be
approvable under the low density rules for the ORW? Is there an
issue here
with "pockets of high density"?
Please advise on this one point and then we will arrange the express
review
date.
Thanks. Larry
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]
Sent: Friday, September 24, 2004 10:55 AM
To: Larry Zucchino
Cc: rhonda hall; Cameron Weaver
Subject: Re: Harbor Bay
Larry:
The only Harbor Bay I see listed in BIMS is in the Washington
Regional Office. If this project is truly within Wilmington's area,
please advise of the project number.
My calendar is full next week. Unless the project will be submitted
under the Express program, please make arrangements to meet with
Rhonda Hall. If the project will be submited under the Express
program, my next available date to meet is Wednesday, October 6 at
10 am.
Thanks, Linda
Larry Zucchino wrote:
Hi Linda. I would like to arrange a one hour meeting with you and a
developer client next week to discuss the redesign of the Harbor Bay
3 of 4 9/28/2004 12:48 PM

RE: Harbor<Bay
project. It has a lot of history so it would be helpful to have your
i
input
prior to moving forward with changes. Please let me know your
I
availability.
Thanks. Larry.
4 of 4 9/28/2004 12:48 PM

RE: Harbor.Bay
Subject: RE: Harbor Bay
From: Larry Zucchino <[e-mail]>
Date: Tue, 28 Sep 2004 11:05:45 -0400
To: "'Cameron Weaver.. <[e-mail]>
Cameron:
oa i
.va w4.r a
We will be seeking revisions to existing stormwater, erosion control and
CAMA permits for the proposed Broad Reach project, a 271-acre planned
residential development located on NC 24, fronting Bogue Sound in Carteret
County.
The existing stormwater permit (#890308) is for low density. There is a
Major CAMA permit
(#120-88) for the project which includes an upland 75 slip marina basin
which has been constucted. No residential development as taken place to
date. The revisions are due to a proposed change in the residential
development program for the property. The current plan has been approved
690 lots/units with Phase One construction approved for a total of 347
lots/units (174 lots and 173 townhomes) in the waterfront section of the
property (about 150 acres) which includes the ORW zone.
The new development program of approximately 515 total single family lots
has new roadway alignments. All the Phase One residential density will be
clustered in 375 single family lots with no townhomes. The remaining 140
single family lots are proposed for Phase Two which is in the interior of
the property.
We will be seeking a low density stormwater permit for Phase One and Phase
Two.
I can provide more detailed information as may be needed. Let me know if you
need anything more to schedule the pre -application meeting.
Larry
-----Original Message -----
From: Cameron Weaver[mailto:[e-mail]
Sent: Tuesday, September 28, 2004 9:05 AM
To: Larry Zucchino
Subject: Re: Harbor Bay
Hi Larry.
Attached you will find a fee schedule for the Express Permitting
program. The key to this expedited permit program is upfront
coordination and one of the requirements for entry into the program is
to have a narrative that describes the project and what permits you are
interested in obtaining via the Express program. Please fax this to me
as soon as possible so that I can arrange for Linda Lewis from
Stormwater, Joanne Steenhuis from 401/Wetlands and Jason Dail from CAMA
to be present for a pre -application meeting.
Thanks.
Cameron
Larry Zucchino wrote:
Hi Cameron. I would like to understand the cost and timing of the express
permitting procedure. More specifically, I would like to arrange a
1 of 4 9/28/2004 11:15 AM

RE: Harbor.Bay
pre -application meeting for the revision to the Broad Reach stormwater
permit and CAMA permit. What is the earliest date available for a pre-app
meeting? Thanks. Larry Zucchino
-----Original Message -----
From: Cameron Weaver [mailto:[e-mail]]
Sent: Monday, September 27, 2004 4:39 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
Hi Larry.
Linda Lewis copied me on her message to you so I thought I would go
ahead and just touch base with you since you indicate that you wish to
use the Express permitting option. I have information on the costs for
the Express program and am the point of contact to get projects accepted
into the Express program. In general, a pre -application meeting is held
so that everyone is on the same page with what the project is to involve
and that all proposed work can be done within the limits of the laws and
regulations, especially when more than one environmental permit is to be
obtained. This work will also involve obtaining or revising a CAMA
permit so it would probably be best to include Coastal Management and WQ
401/Wetlands staff in any pre -application discussions involving this
project if you haven't already obtained complete approvals from these
groups. I will be happy to assist you with any other potential
environmental permitting contingencies that you are aware of concerning
this project.
Cameron
Linda Lewis wrote:
Larry:
Please talk to Cameron Weaver [phone], about the process for
express submittals.
Linda
Larry Zucchino wrote:
Linda. Thanks for the confirmation. We will not be submitting Oct 11.
Could you forward dates available in November/December? Also, would
you be
available before the express permit session to do a preliminary
review or to
we simply show up without a preview session?
Larry.
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Monday, September 27, 2004 3:47 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
Larry:
I would really have to see the project before I can comment on
pockets of .high density. The width of the lots is irrelevant- what
matters is how much BUA is proposed within the 575' AEC . You need to
2 of 4 9/28/2004 11:15 AM

RE: Harbor,Bay
make sure that the setback from MHW to the BUA is at least 30' and
that the BUA for the lots within the AEC does not exceed 25% of the
lot area.
For example, if the BUA for DWQ comes out to be 5,000 per lot based
on the overall density of the subdivision, but the lots are only
15,000 square feet, then the max you can get under CAMA regulations
is 3,750 square feet per lot.
Linda
Larry Zucchino wrote:
Hi Linda.
The project is Harbor Bay (fomerly known as Broad Reach SW 890308).
Our
plan is to submit this project revision through the Express Review
procedure. However, prior to starting our redesign I would like
your input
on low density limits within the 575' ORW:
Staying below the 25% impervious within the ORW zone, would 40 foot
wide cluster residential lots along the entire shoreline be
approvable under the low density rules for the ORW? Is there an
issue here
with "pockets of high density"?
Please advise on this one point and then we will arrange the express
review
date.
Thanks. Larry
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Friday, September 24, 2004 10:55 AM
To: Larry Zucchino
Cc: rhonda hall; Cameron Weaver
Subject: Re: Harbor Bay
Larry:
The only Harbor Bay I see listed in BIMS is in the Washington
Regional Office. If this project is truly within Wilmington's area,
please advise of the project number.
My calendar is full next week. Unless the project will be submitted
under the Express program, please make arrangements to meet with
Rhonda Hall. If the project will be submited under the Express
program, my next available date to meet is Wednesday, October 6 at
10 am.
Thanks, Linda
Larry Zucchino wrote:
Hi Linda. I would like to arrange a one hour meeting with you and a
developer client next week to discuss the redesign of the Harbor Bay
3 of 4 9/28/2004 11:15 AM

RE: Harbor,Bay
project. It has a lot of history so it would be helpful to have your
I;
input
prior to moving forward with changes. Please let me know your
availability.
Thanks. Larry.
4 of 4 9/28/2004 11:15 AM

Harbor Bay/Broad Reach
Subject: Harbor Bay/Broad Reach
From: Cameron Weaver <[e-mail]>
Date: Tue, 28 Sep 2004 17:03:06 -0400
To: Carol Miller <[e-mail]>
Hi Carol.
This is in companion to the other Harbor Bay email because the previously permitted
development was known as Broad Reach in Carteret Co. and the only thing Alina found
was a permit dating back to 1988. I am assuming it is the same area.
Cameron
Cameron Weaver <Cameron.Weaver(@7ncmail.net>
One Stop Express Permitting Coordinator
Customer Service Center - WiRO
NC DENR j
1 of 1
10/1/2004 8:29 AM

possible meeting on Harbor Bay residential development
Subject: possible meeting on Harbor Bay residential development
From: Cameron Weaver <[e-mail]>
Date: Tue, 28 Sep 2004 16:56:18 -0400
To: Joanne Steenhuis <[e-mail]>, Carol Miller <[e-mail]>
Larry Zucchino has contacted me about pursuing Express permitting for DWQ, LQ and
CAMA. He is tentatively meeting with Linda Lewis about Coastal Stormwater on October
6 at 9:30 AM. 2 checked your calendars and did not note any conflicts but if you
cannot meet then please let me know as soon as possible. Jason is tentatively
meeting with him on Friday morning. The existing LAMA permit is 120-88; the existing
low density stormwater permit is SW8 890308.
Below is the paragraph that he sent me regarding the proposed subdivision work.
We will be seeking revisions to existing stormwater, erosion control and
»LAMA permits for the proposed Broad Reach project, a 271-acre planned
>>residential development located on NC 24, fronting Bogue Sound in Carteret
>>County. >>
>>The existing stormwater permit (#890308) is for low density. There is a
>>Major CAMA permit
>>(#120-88) for the project which includes an upland 75 slip marina basin
>>which has been constructed. No residential development as taken place to
>>date. The revisions are due to a proposed change in the residential
>>development program for the property. The current plan has been approved
>>690 lots/units with Phase One construction approved for a total of 347
>>lots/units (174 lots and 173 townhomes) in the waterfront section of the
>>property (about 150 acres) which includes the ORW zone. >>
>>The new development program of approximately 515 total single family lots
>>has new roadway alignments. All the Phase One residential density will be
>>clustered in 375 single family lots with no townhomes. The remaining 140
>>single family lots are proposed for Phase Two which is in the interior of
>>the property. >>
>>We will be seeking a low density stormwater permit for Phase One and Phase
>>Two .
Thanks.
Cameron
Cameron Weaver <Cameron. WeaverPncmail.net>
One Stop Express Permitting Coordinator
Customer Service Center - WiRO
NC DENR
1 of 1 10/1/2004 8:29 AM

Re: Harbor Bay
Subject: Re: Harbor Bay
From: Cameron Weaver <[e-mail]>
Date: Wed, 29 Sep 2004 13:56:31 -0400
To: Larry Zucchino <[e-mail]>
Sounds good; see you then.
Larry Zucchino wrote:
Hi Cameron. Randy Allen (developer) and I will visit you in Wilimington at
9:30 on October 6 at your offices on Cardinal Drive. We will have a
preliminary plan for your review and comment. I will not be able to make it
on Friday to meet with Jason so I will reschedule a meeting with him when he
returns from vacation. Thanks for your help on this. Larry
-----Original Message -----
From: Cameron Weaver [mailto:[e-mail]]
Sent: Tuesday, September 28, 2004 5:01 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
9:30 is probably not a problem; if conflicts have arisen that I don't know about, I
will contact you ASAP. Just let me know about this Friday.
Cameron
Larry Zucchino wrote:
6
Cameron. I spoke with our client. Is it possible to schedule the October
meeting for 9:30 for to allow him to make a commitment in Myrtle Beach in
early afternoon? I will get back with you shortly on the possibility of
meeting with Jason on Friday.
Larry
-----Original message -----
From: Cameron Weaver [mailto:[e-mail]]
Sent: Tuesday, September 28, 2004 3:45 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
Larry:
The Morehead Field Office does not currently do Express CAMA reviews; Jason is the
CAMA staff member conducting Express reviews so you will need to meet with him to
initiate a CAMA Express project. Please let me and/or Jason know if you wish to
meet here on Friday Oct. 1.
In general, and if possible, it is best to already have an approved JD
I
rom the ACOE Aso LhaL their requirements can be incorporated into the
State permitting process at the earliest point possible. Any information you have
about the progress of their approvals will be of value during the pre -application
meeting on October 6. Unless Joanne and Carol have conflicts of which I am
unaware, we will hold the pre -application meeting here at 10 AM on Oct. 6.
1
10/1/2004 8:28 AM

Re: Harbor Bay
Cameron
Larry Zucchino wrote:
Ok. Please schedule the meeting for October 6, 10:00 am. I was planning
to
meet with Ted Tyndall or others in the Morehead Field Office for the CAMA
review. I assume that would be reasonable. We have had a USACOE field
wetlands review but do not have a wetlands plat. We would like to meet
prior to the preparation of a wetland plat.
Thanks,
Larry
-----Original Message -----
From: Cameron Weaver[mailto:[e-mail]]
Sent: Tuesday, September 28, 2004 1:40 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
Larry:
I gave your email description to Jason Dail concerning the CAMA revisions and
his first thoughts were that this will require a new CAMA permit, not a
modification, because the changes are too significant. I have not been able to
get with Joanne Steenhuis about wetlands, yet. Have you already obtained a
jurisdictional determination regarding wetlands from the ACOE? Keep in mind
that there may also be areas considered to be wetlands by North Carolina DWQ
that are not delineated by the Corps. Wetlands should be delineated before
permitting can move forward.
I noted that Linda has already penciled you in on her schedule to tentatively
meet on Oct. 6 at 10:00. I have sent out a request for Joanne and Carol Miller
with Land Quality to meet at that time with you as well. Unfortunately, Jason
is on vacation next week, so he will have to meet with you separately; however,
he is available between 8 and 12 this Friday, Oct. 1, if you want to come talk
with us about your CAMA permit at that time.
Please let me know what you would like to do regarding the meetings and I will
confirm for you that Carol and Joanne can meet on Oct. 6th.
Thanks.
Cameron
Larry Zucchino wrote:
Cameron:
We will be seeking revisions to existing stormwater, erosion control and
CAMA permits for the proposed Broad Reach project, a 271-acre planned
residential development located on NC 24, fronting Bogue Sound in
2 of 7 10/1/2004 8:28 AM

Re: Harbor j3ay
Carteret
County.
The existing stormwater permit (#890308) is for low density. There is a
Major CAMA permit (#120-88) for the project which includes an upland 75 slip
marina basin
which has been r_.onstuct.ed. No residential development as taken place to
date. The revisions are due to a proposed change in the residential
development program for the property. The current plan has been approved
690 lots/units with Phase One construction approved for a total of 347
lots/units (174 lots and 173 townhomes) in the waterfront section of the
property (about 150 acres) which includes the ORW zone.
The new development program of approximately 515 total single family lots
has new roadway alignments. All the Phase One residential density will
be
clustered in 375 single family lots with no townhomes. The remaining 140
single family lots are proposed for Phase Two which is in the interior of
the property.
We will be seeking a low density stormwater permit for Phase One and
Phase
Two.
I can provide more detailed information as may be needed. Let me know if
you
need anything more to schedule the pre -application meeting.
Larry
-----Original Message -----
From: Cameron Weaver[mailto:[e-mail]]
Sent: Tuesday, September 28, 2004 9:05 AM
To: Larry Zucchino
Subject: Re: Harbor Bay
Hi Larry.
Attached you will find a fee schedule for the Express Permitting program. The
key to this expedited permit program is upfront coordination and one of the
requirements for entry into the program is to have a narrative that describes
the project and what permits you are interested in obtaining via the Express
program. Please fax this to me as soon as possible so that I can arrange for
Linda Lewis from Stormwater, Joanne Steenhuis from 401/Wetlands and Jason Dail
from CAMA to be present for a pre -application meeting.
Thanks.
Cameron
Larry Zucchino wrote:
3 of 7 10/1/2004 8:28 AM

Re: Harbor,Bay
I Hi Cameron. I would like to understand the cost and timing of the
I;
express
permitting procedure. More specifically, I would like to arrange a
pre -application meeting for the revision to the Broad Reach stormwater
permit and CAMA permit. What is the earliest date available for a
pre-app
meeting? Thanks. Larry Zucchino
I g. ry
i -----Original Message-----
From: Cameron Weaver[mailto:[e-mail]]
Sent: Monday, September 27, 2004 4:39 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
Hi Larry -
Linda Lewis copied me on her message to you so I thought I would go ahead and
just touch base with you since you indicate that you wish to use the Express
permitting option. I have information on the costs for the Express program
and am the point of contact to get projects accepted
into the Express program. In general, a pre -application meeting is held
so that everyone is on the same page with what the project is to involve
and that all proposed work can be done within the limits of the laws and
regulations, especially when more than one environmental permit is to be
I
obtained. This work will also involve obtaining or revising a CAMA permit so
it would probably be best to include Coastal Management and WQ
4 of 7 10/1/2004 8:28 AM

Re: Harbor,Bay
401/Wetlands staff in any pre -application discussions involving this project
if you haven't already obtained complete approvals from these groups. I
will be happy to assist you with any other potential environmental permitting
contingencies that you are aware of concerning this project.
Cameron
I Linda Lewis wrote:
Larry:
Please talk to Cameron Weaver [phone], about the process for express
submittals.
Linda
Larry Zucchino wrote:
Linda. Thanks for the confirmation. We will not be submitting Oct
Could you forward dates available in November/December? Also, would you
be
I available before the express permit session to do a preliminary review or
to
we simply show up without a preview session?
Larry.
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]
Sent: Monday, September 27, 2004 3:47 PM
To: Larry Zucchino
Subject: Re: Harbor Bay
Larry:
I would really have to see the project before I can comment on pockets of
high density. The width of the lots is irrelevant- what matters is how
j much BUA is proposed within the 575' AEC . You need to make sure that the
setback from MHW to the BUA is at least 30' and that the BUA for the lots
within the AEC does not exceed 25% of the lot area.
For example, if the BUA for DWQ comes out to be 5,000 per lot based on
the overall density of the subdivision, but the lots are only 15,000
square feet, then the max you can get under CAMA regulations is 3,750
square feet per lot.
Linda
Larry Zucchino wrote:
5 of 7
10/1/2004 8:28 AM

Re: Harbor�Bay
i
your
Hi Linda. The project is Harbor Bay (fomerly known as Broad Reach SW
890308). Our
plan is to submit this project revision through the Express Review
procedure. However, prior to starting our redesign I would like your
input
on low density limits within the 575' ORW: Staying below the 25%
I impervious within the ORW zone, would 40 foot wide cluster residential
lots along the entire shoreline be
approvable under the low density rules for the ORW? Is there an issue
i here
j with "pockets of high density"?
Please advise on this one point and then we will arrange the express
review
date.
Thanks. Larry
-----Original Message ------
I From: Linda Lewis [mailto:[e-mail]]
Sent: Friday, September 24, 2004 10:55 AM
To: Larry Zucchino
Cc: rhonda hall; Cameron Weaver
Subject: Re: Harbor Bay
Larry:
The only Harbor Bay I see listed in BIMS is in the Washington Regional
Office. If this project is truly within Wilmington's area, please
advise of the project number.
My calendar is full next week. Unless the project will be submitted
iunder the Express program, please make arrangements to meet with Rhonda
Hall. If the project will be submited under the Express program, my
next available date to meet is Wednesday, October 6 at 10 am.
Hi Linda. I would like to arrange a one hour meeting with you and a
developer client next week to discuss the redesign of the Harbor Bay
project. It has a lot of history so it would be helpful to have
6of7
10/1/2004 8:28 AM

Re: Harbor Bay
i input
prior to moving forward with changes. Please let me know your
availability.
Ili
Thanks. Larry.
7 of 7 10/1/2004 8:28 AM

MR
SO
uYMil t�IIIID'
� _::

Fwd: N&O request
Subject: Fwd: N&O, request
From: Andy Curliss <[e-mail]>
Date: Mon, 4 May 2009 11:31:41 -0400
To: [e-mail]
CC: [e-mail]
Rick,
This is the one The N&O seeks...
Express State Stormwater-SW8050516. Application received 5/16/05. Permit issued 6/2/05, expiration
of 6/2/15. Plan Revision request received 1/11/06. Plan Revision approved 1/23/06. Plan revision
approved 8/22/2007. (files located in Wilmington Regional Office, Surface Water Protection Section)
My fax number is 919-829-4529.
Or email as .pdf.
Andy
The N&O requests that DENR forward as a .pdf the below permit.
SW8050516
See below for correspondence that prompted me to email you.
Thanks.
Andy Curliss
Begin forwarded message:
From: Andy Curliss <[e-mail]>
Date: May 4, 2009 1 C: ;2:1 � AM EDT
1 of 3 5/4/2009 11:49 AM

Fwd: N&O request
To: "Massengale, Susan" <susan.massen4ale@ncdenr.g >
Subject: Re: N&O request.
Thanks, Susan.
Sorry for the difficulty.
As noted below...
The N&O requests that DENR forward as a .pdf the below permit.
SW8050516
See below for correspondence that prompted me to email you.
Thanks.
Andy Curliss
2 of 3 5/4/2009 11:49 AM

Fwd: N&O request
On May 4, 2009, at 10:37 AM, Massengale, Susan wrote:
Rick,
Please forward to me as a .pdf the below permit.
SW8050516
See below for correspondence that prompted me to email you.
Thanks.
Andy Curliss
Andy Curliss
Staff Writer
The News & Observer
direct: 919.829.4840
tollfree: 800.365.6115
fax: [phone]
Andy Curliss
Staff Writer
The News & Observer
direct: 919.829.4840
tollfree: 800.365.6115
fax: [phone]
3 of 3 5/4/2009 11:49 AM

`VQ files...
Subject: Re: DWQ files...
From: susan massengale <[e-mail]>
Date: Wed, 21 Jan 200914:06:48 -0500
To: Andy Curliss <[e-mail]>
CC: "[e-mail]" <[e-mail]>, [e-mail], Laurie
Dennison. <laurie [e-mail]>, Diana Kees <[e-mail]>
Hello Andy,
The Express Non-Discharge-WQ 0028666 Low Rate Infiltration permit will be in our
Aquifer Protection Section files located at 2728 Capital Blvd. As I said earlier,
call [phone] to make sure someone is available to help you retrieve the
files you need.
The Fast Track Sewer-WQ 0028939 - We have a copy of the permit and correspondence
in Central files (basement of Archdale Building - between Salisbury and Wilmington
streets, tall, white building - some say it looks like a cigarette pack). You
won't need to have.an appointment to go there, we usually have someone on duty. If
you run into problems, please contact me.
Express State Stormwater-SW8050516 - We have some of the correspondence here but
the bulk of the file is in the Wilmington regional office. Give Jo Casmer a call
(910-796-7336). She is on the DWQ staff and can describe the type of information
in the file so you can decide if you need to make the trip or not. Also, perhaps
the N&O has an associate in the area you can get to make and send copies for you.
Unfortunately, the division does not have a full time librarian available to make
and send copies of documents.
401 WQ Certification (Regular track) - #050963 and #052097. Laurie Dennison with
out Wetlands 401 group will be able to help you with those files. She is out today
but staff anticipates she will be in tomorrow. Her number is 715-3404.
Let me know if I can be of further help or if you run into problems,
Susan
Andy Curliss wrote:
*These are the files we spoke about. The N&O requests access to these files.*
*
*
*The below list is from Diana Kees.*
*
*
*Andy*
*
*
*Division of Water Quality*
Fast Track Sewer-WQ 0028939 for Gravity Sewer Extensions, 3 Pumping Stations and
Pressurized Sewer Extensions. Application received 6/19/05; Permit issued
6/23/05. (The Division of Water Quality offers a fast -track (expedited)
permitting process for all projects involving gravity sewers, pump stations, and
force mains.
Express Nori-Discharge-WQ 0028666 Low Rate Infiltration. Application received
4/5/05; Permit issued 6/8/05. A minor permit modification was issued on 9/17/07
to remove the proposed artificial wetland and replace it with a surface
irrigation system for distribution of lowered groundwater. A minor permit
modification was issued on 10/3/08 to change the owner from R.A. North
Development, Inc. to Aqua North Carolina. There is also a report for a start up
1 of2 1/22/2009 3:58 PM

Re: DWQ files...
inspection conduct0•d on 1/24/08 and the corresponding P.E. Certification for the
facility. Files ark: located in the Central Office Files for the Aquifer
Protection Section' at 2728 Capital Blvd.
Express State Stoi.nwater-SW8050516. Application received 5/16/05. Permit
issued 6/2/05, expiration of 6/2/15. Plan Revision request received 1/11/06.
Plan Revision approved 1/23/06. Plan revision approved 8/22/2007. (files located
in Wilmington Regional Office, Surface Water Protection Section)
401 WQ Certification (Regular track) - #050963. Application received 6/22/05.
Permit issued 7/15/05.
401 WQ Certification (Regular track) - #052097. A separate 401 General
Certification #3402 has also been granted for subdivision access for Lots 60 &
61. Application submitted 11/21/05. Certification granted 1/13/06.
2 of 2 1/22/2009 3:58 PM

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