SW8000533_Current Permit_20010215

State'of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Division of Water Quality
Mr. Leonard Farrugia, Owner
104 Croatan Drive
Newport, NC 28570
Dear Mr. Farrugia:
NCDENFI
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 15, 2001
Subject: Permit No. SW8 000533
Courtesy Village @ Sand Ridge
Stormwater Project served by an Offsite System
Carteret County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Courtesy
Village @ Sand Ridge on February 14, 2001. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 000533, dated February 15, 2001, for the construction of Courtesy Village @ Sand
Ridge.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott Vinson, or
me at [phone].
Sincerely,
Rick Shiver,
Water Quality Regional Supervisor
RSS/:sav S:\WQS\STORMWAT\PERMIT\000533.000533.FEB
cc: C. T. Clayton
Bob Chambers, Town of Newport Inspections
MAR-STAL Partnership
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 1 50% recycled/10% post -consumer paper

State Stormwater Management Systems.
Permit No. SW8 000533
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Leonard Farrugia
Courtesy Village @ Sand Ridge
Carteret County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater facility, in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit. The stormwater runoff from the site
will be routed to a a wet detention pond operated and maintained by MAR-STAL Partnership under the terms and
conditions set forth in Permit No. SW8 931006.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. The runoff associated with this project has been approved to be discharged into a stormwater management
system permitted under SW8 931006, as described on page 3 of this permit, the Project Data Sheet.
3. The built -upon area allotted to this development by Stormwater Management Permit #SW8 931006 is
74,424 square feet. This project proposes 72,745 square feet.
4. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
Unless specified elsewhere, permanent seeding requirements for the project must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
2

f
State Stormwater Management Systems
Permit No. SW8 000533
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Sand Ridge Subdivision
Permit Number:
931006 Modification
Location:
Carteret County
Applicant:
Mr. James Stallings, Partner
Mailing Address:
MAR-STAL Partnership
PO Box 778
Havelock, NC 28532
Application Date:
August 31, 1998
Water Body Receiving Stormwater Runoff:
Newport River
Classification of Water Body:
"C"
If Class SA, chloride sampling results:
n/a
Pond Depth, feet:
6.5
Permanent Pool Elevation, FMSL:
24
Total Impervious Surfaces, ft2:
340,687
Lots 21-24, 29-66, and 81-86 @2050 ft2:
104,550
1/2 of Lots 13-21 (Phase I) @1,950 ft2:
7,500
Roads/Parking, ft2
79,436
Other, ft2 Britthaven)
85,777
Offsite Area entering Pond, ft2:
85,777 (Britthaven, see SW8 980103)
Required Surface Area, ft2:
14,994
Provided Surface Area, ft2:
17.510
Required Storage Volume, ft3:
29,802
Provided Storage Volume, ft3:
40,406
Temporary Storage Elevation, FMSL:
26
Controlling Orifice:
2.75"4 pipe
3

State Stormwater Management Systems
Permit No. SW8 000533
II. SCHEDULE OF COMPLIANCE
The offsite stormwater management system shall be constructed in it's entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surface associated with this project.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
MAR-STAL Partnership shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater management system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals
including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment'removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. The permittee is responsible for keeping the collection system on the lot clear of debris, and keeping the site
stabilized..
5. MAR-STAL Partnership must keep records of maintenance activities and make them available upon request
to authorized personnel of DWQ. The records will indicate the date, activity, name of person performing
the work and what actions were taken.
6. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. MAR-STAL Partnership is responsible for providing, prior to issuance of a Certificate of Occupancy, and
prior to operation of the permitted stormwater management facility, a certification from an appropriate
designer for the system installed, certifying that the permitted facility has been installed in accordance with
Ston-nwater Permit #SW8 931006, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on the
Certification.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a. minimum
of ten years from the date of the completion of construction.
9. This lot is limited to the amount of built -upon area indicated in the supporting calculations and per approved
plans. The project must have a built -upon area less than or equal to the amount permitted under Stormwater
Permit #SW8 931006. Additional built -upon area will require a modification to the overall Permit.
10. MAR-STAL Partnership must record any deed restrictions as required by their permit, and they must verify
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 permittee, and responsibility
for meeting the built -upon area limit is transferred to the individual property owner.
11. The drainage features shown as a part of the stormwater management system on the approved.plan shall not
be filled in, altered, or piped by any party without first submitting a revision to the permit and receiving
approval from the Division.
M

State Stormwater Management Systems
Permit No. SW8 000533
12. The following items will require a modification to this permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition or selling of the project area. The project area is defined as all
property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
13. The Director may determine that other revisions to the project should require a modification to the permit.
14. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
15. 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.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
MAR-STAL Partnership shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement stormwater management systems.
5. The permittee grants permission for DENR Staff to enter the property for the purpose of inspecting all
components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 15th day of February, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

- State Stormwater Management Systems
Permit No. SW8 000533
Certification Requirements:
_1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet. structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
.8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Bob Chambers, Carteret County Building Inspector
7

State Stormwater Management Systems
Permit No. SW8 000533
Courtesy Village @ Sand Ridge
Stormwater Permit No. SW8 000533
Carteret County
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
C1

5TORMWATER MAINTENANCE PLAN
for
COURTESY VILLAGE
Newport Township Carteret County
North Carolina
/0 _ 00
October 16, 2000

TA5LE of CONTENTS
Narrative............................................................................................................................................................................... 3
5tormwaterfond Maintenance Plan......................................................................................................................... 5
_9._

NARRATIVE
The purpose of the project is to construct 16 duplex units, which will drain into an existing stormwater
retention pond. The project is in Newport Township, Carteret County, North Carolina and Is being developed by
Leonard & Lana Farrugia.
The work proposed will include catch basins, Storm drains and a new Swale to drain into the existing on site
storm drainage system.
i •M
5ee Plan.
Land use in the vicinity is residential. All adjoining properties are residential Subdivisions, and will not be
affected by the work.
A temporary gravel construction entrance/exit will be installed at the north project entrance. During wet
weather it may be necessary to wash vehicle tires at this location. The entrance will be graded so that
runoff water will be directed away from proposed roadway.
As soon as final grade is reached on the proposed roadway, the subgrade will be stabilized with a 6-inch
course of NC DOT standard size ABC stone to prevent erosion and dust during the construction prior to
paving.
5lopes will be lightly roughened by disking just prior to vegetating. 5urface stabilization will be accompiished
with vegetation and mulch as specified in the vegetation plan. Roadway base courses will be installed as soon
as finished grade is reached. Dust control is not expected to be a problem due to the emall area of exposure.
5hould excessive dust be generated, it will be controlled by Sprinkling with water.
The project Site soils consists mainly of sand, silt and clay.
The stormwater collection system described will provide the following methods for control of sediments and
for removal of pollutants from the developed site runoff.
-I-

1. Collection of all runoff from the Site during development of the stormwater retention pond with
controlled discharge.
2. Retention of the first one (1) inch of rainfall of runoff on the roadway and proposed parking and
building areas into the stormwater retention pond. This runoff will drain over a 2 to 5 day
period into the grass -lined Swale before draining into outlet pipe.
3. The retention time for the pond are Set at 2.29 days with a total outfall of 16665 cf/day from
a 2 3/4 inch diameter orifice.
4. The stormwater runoff in excess of the first one (1) inch of rainfall will discharge from the
stormwater retention pond into a decant orifice structure. The Storm pool elevation is set at
24.0' ABV M51- with an additional emergency discharge, at elevation 26.0' adjacent to the
existing ditch, as shown on the plan.
5. The project site to be served by an existing stormwater retention pond as shown on the
"5tormwater Management Plan of Courtesy Village".
6. No 404 wetlands have been determined to be on this Site.
7. Seeding specifications shall be as specified in the approved Erosion and Sedimentation
Control flan.
PER

MAINTENANCE PLAN
5tormwater Pond
The Owner shall maintain the pond during the construction phase of the project and after construction is
completed for all routine and non -routine maintenance tasks. The Owner shall also be responsible for the
perpetual care of the stormwater retention pond.
All erosion and sediment control practices shall be checked for stability and proper operation following every
runoff producing rainfall and in no case less than once every week during construction. All repairs shall be
made immediately and Shall be in accordance with the approved Erosion and Sedimentation Control Plan.
The stormwater retention pond shall be inspected during the construction phase of the project following every
runoff producing rainfall and In no case less than once a week. Check the embankment, spillway, outlet, and
Swale for erosion damage, and Inspect the embankment also for piping and settlement. Make all necessary
repairs immediately. Remove all trash and other debris from around the decant orifice structure and from
arourd the pool area. Periodic inspection of the discharge orifice shall assure that the system Is not
clogged. The retention pond shall be inspected for a build-up of sediment. If and when the sediment layer
exceeds 18 inches thick on the average above the design grade, then this sediment shall be removed. At the
close of the construction phase of the project, the pond shall be cleaned of excess sediment to the designed
grade and begin functioning as stormwater retention pond. All regrading or repairing of the side slopes,
seeding, mowing and any and all repairs shall be performed prior to close-out of the construction phase.
The grass -lined Swale from pond overflow structure shall be properly inspected and maintained agalnst
erosion, weeds, and woody vegetation. All seeded areas shall be maintained to sustain the required
vegetation. Any and all bare areas shall be replanted as necessary, with all repairs made immediately.
Owner shall be responsible for all routine and non -routine requirements associated with the maintenance of
the stormwater retention pond.
Upon completion of earth disturbing activities and for 12 months following completion of the work, the owner
shall inspect the site following every runoff producing rainfall. A written log shall be maintained of any needed
repairs noted at the inspection, the name of the Contractor completing the repairs, and the date such
repairs are completed.
1. Mowi�. The Side -slopes, embankment, buffer area, areas within the fence, areas adjacent to the
emergency spillways and the grass -lined swales shall be mowed at least once a month during the main
growing season and at least two other times during the year to prevent woody growth and to control
weeds. Grass shall be mowed to a "meadow -like" condition and shall be maintained according to
Section 6.11 Permanent 5eeding of the approved Erosion and Sedimentation Control Plan.
-5-

2. Inope, iono. The Stormwater retention pond shall be inspected (at a minimum of) on an annual
basis to ensure that the structure operates in the manner originally intended. Additional
inspections shall be conducted during wet weather, or times of extreme weather to determine if
each pond iS functioning properly. Inspection priorities shall include (but not limited to) the
following: checking the embankment for any erosion, subsidence, cracking, bare areae in the grass,
and tree growth; the condition of the emergency spillway and adjacent ditch; the fence and adjacent
planting buffers; the accumulation of Sediment; clogging of the decant orifice structure; the
adequacy of upstream and downstream channel eroslon protection measures including any
modifications which have occurred to the contributing watershed; and the pond Structure including
the Stability of the side slopes. Inspections shall be, carried out with "AS -Built" retention pond
piano
3, Debrlo and I ttar Removal. Debris and litter removal from the Surface of the pond shall be included
as a part of the periodic mowing operation. Particular attention Shall be paid to any floating debris
around the decant orifice Structure, and the Structure Shall be checked for possible clogging. Any
trash found within the area of the pond, ditch, and fence shall be removed and disposed of properly
according the County regulations.
4. Froeion Control. Corrective measures and repairs shall be done to the pond side Slopes,
embankment, emergency Spillway and grass lined Swale where settlement, Slumping, and erosion has
occurred. Repair ae necessary. Repair or replace the riprap protecting the channel near the outlet
as required to stop the erosion. All repairs Shall be done in accordance with the original piano and
specifications.
5. Nuisance Control. Owner Shall maintain the retention pond and adjacent areas so as to control the
possible problems of weeds, odors, algae, and insects. Proper maintenance Shall take care of most
problems except in times of extreme dry weather. Owner shall also uee biological control against
mosquito's and algae through the use of fish and fat head minnows when possible in lieu of chemical
applications.
5tructure RPnair and Replacement. Owner shall replace all deteriorated Inlet/outlet works and
decant orifice Structure when deterioration from use and age caueeS them to fail and function
properly. Owner. Shall be responsible for all coots incurred with their replacement. Replacement Shall
be, in accordance with original plans and Specifications.
2. 5ediment Removal. Owner shall be responsible for the removal of excess accumulated Sediment in the
pond when the Storage capacity le significantly reduced from the design capacity due to the properly
designed and functioning stormwater retention pond. Owner Shall be responsible for all incurred coots
of removal and proper disposal of the Sediment in accordance with all local, State, and federal
regulations. 5ediment removal/clean out cycle for Stormwater retention pond Is recommended on a
ten to twenty year cycle. Owner Shall every five (5) years measure the depth of Sediment above design
grade to determine rate of accumulation and to establish a time line for Sediment removal.
-6-

Date Received
Fee Paid
Permit Number
a ao UD
a-O . /,0//
OW S 33
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Applicants name (specifx the name of
/ --A... el I __.A
individual, etc. who owns the project):
2. Print Owner/Signing (?fficial's name an4title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
l 0�- 'tea A-T-A(y %.tl We
City:
Telephone Number:
State: NL zip: C�K 516
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Courtesy Village
5. Location of Project (street address):
Lincoln Drive
City: Newport County: Carteret
6. Directions to project (from nearest major intersection):
Approx. 5 miles east of Havelock on US 70, thurn into Baywood
Sub. and onto Bayberry, turn left on Greystone, then left on Foxhall
7. Latitude: 3 40 4 8Longitude: 7 6° 5 2' of project
8. Contact person who can answer_questions about the project:
Name: rNp i Telephone Number: (y3� ) �� � �40"4'
II. 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 permit number S W S 911006 and its issue date (if known) 1 0- 2 0- 9 5
SW8 931006 Modification 12-21-98
3. Specify the type of project (check one):
Low Density High Density X Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater from Britthaven site drains to Sand Ridge Sub, which
drains into Pond. Coutesy Villiage flows to roadway which flows
to catch basins, storm drain, swale, then into pond
2. Stormwater runoff from this project drains to the Newport River basin.
3. Total Project Area: 2-3-,4-2- acres 4. Project Built Upon Area: 4
5. How many drainage areas does the project have? 1 1v 16�n, rvy,,s peo►" rA r' C `T Ctft
slnlo..,i'""b'i'l 1-'�jrk4�h. '�j 2.elt'31 J .t•-++9'
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 hi6m ation:
Dmmz ge Ana.1
Receiving Stream Name
Newport River
Receiving Stream Class
-oft G
Drainage Area
_. -2 3 .4 2t 6 -3 9
Existing Impervious" Area
c
Proposed Impervious* Area
-a-,•74ac e�
% Impervious" Area (total)
32
0�perylouse Surface Area
Irk Area I
DminW Area 2
On -site Buildings
cu r7_3 qt
! 61
On -site Streets
3—. c S_
,� y
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total: ,ate©—ac r
Total:
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

G'lr�, rxn, ►. �ti r, R E.C.T. Clayton, Sr., Professional Engineer
Scott Vinson
Environmental Engineer
127 Cardinal Dr. Ext.
Wilmington, NC 28405
910 395-3900
Stormwater Project No. SW8 000533
Dear Mr. Vinson:
1RFCF_11VEi_3
L FEB
0 5 2601
January 30, 2001
In response to your letter dated January 4, 2001 on the Stormwater Plan for
Courtesy Village, we have the following response to your comments and are enclosing
a set of plans and documents for your final review.
The project proposes approximately 74,428 square feet of built upon area.
The pond in Sand Ridge is permitted for only 63,424 square feet of built upon
area, 11,000 square feet less that what is proposed. Either reduce the built
upon area for Courtesy Village down to 63,424 square feet or contact Mr.
James Stallings to inquire about having his permit of the pond modified.
Since Mr. Stallings holds the permit for the pond, all pond modifications
will have to go through him.
Response: Our calculations show that the calculations for impervious area for the
apartments and parking lots (63,424 square feet) did not include the roadway
through the property, which has an additional 11,000 square feet of
impervious area. Our proposed impervious area is 72,745.2 square feet which
is less than the 74,424 square feet proposed by the apartments.
00
y2) The Wet Detention Basin Supplement form is not needed for this off -site
development, however an Off -Site System Supplement form SWU-106 is required
to be submitted. A copy of this supplement form is included with this
letter.
Response: Mr. Farrugia to respond.
✓3) Modify and resubmit a copy of page 2 of 4 of the application form SWU-101
revising the table to show only the Courtesy Village drainage/impervious
areas.
Response: Enclosed.
4) Because this is a high density project, all impervious runoff must drain to
an engineered system. Please relocate the high point, elevation 30.43, on
Lincoln Drive to station 1+50 in order to drain all the street runoff toward
the pond.
Response: Modified plan, see enclosed.
V/5) A professional engineers certification is required to be filled out and
submitted for the wet detention pond. The pond has yet to be certified. By
copy of this letter to Mr. James Stallings this Office is requesting the
certification to be made and submitted. Courtesy Village can not be
permitted until such certification is made. Note that if a modification is
Phone: [phone] PO Box 12794 Mobile: [phone]
Fax: [phone] NEW BERN, NC 28561 Home: 910 897-0660

to be proposed for the pond in accordance with item no. 1 above, than the
certification will be need to wait until after the modification to the pond
is complete.
Response: Mr. Farrugia to respond.
Should you have questions, please advise.
Sincerely,
C.T. Clayto , Sr., P.E.
•••
cc: Art Denning
file
Phone: [phone] SW8 000533 Mobile: [phone]
Fax: [phone] of 2 Home: 910 897-0660

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW 8 931006 and its issue date (if known)10 — 2 0 — 9 5
SW8 931006 Modification 12-21-98
3. Specify the type of project (check one):
Low Density High Density X Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Custom eE1icVeLKer1at V E
1-877-623-6748.
FEB 4 5 2001
III. PROJECT INFORMATION
DWO
1. In the space provided below, summarize how stormwater will be treated. Also attfc9alc?e
(one to two pages) describing stormwater management for the project.
Stormwater from proposed Duplex Units and roadway will flow from
a catch basin, storm drain, swale then into pond
2. Stormwater runoff from this project drains to the Newport River basin.
3. Total Project Area: 6.39 acres 4. Project Built Upon Area: 26 %
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage .Area 1
Drainage Area 2
Receiving Stream Name
Newport River
Receiving Stream Class
SB
Drainage Area
6.39 ac
Existing Impervious* Area
0
Proposed Impervious*Area
1.67 ac
% Impervious* Area (total)
26
Impervious* Surface Area
Drainage .Area 1
Drainage. Area 2
On -site Buildings
0-73 ac
On -site Streets
0.55 ac
On -site Parking
0.29
On -site Sidewalks
Other on -site
0.10
Off -site
Total: 1 .67
Total:
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

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

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, Ftoaeo ,.,,,.,,,Io+o +h„c ao,.+;n„
Designa
Mailing
City:
Phone:
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) r 0{jAt O kAU(A 1 h&LL1&61
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
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. W o S-3s
F F g 14 2001 (to be provided by DWQ)
State of North Carolina
_,D�ppartment of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for
any on -site stormwater treatment systems, and plans and specifications showing all stormwater conveyances
and drainage details for the project.
I. PROJECT INFORMATION
Project Name :
Contact Person:
Phone Number:
Is all drainage from the project directed to the off -site system? (circle one):
Yes No
H. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site
system that will treat runoff from your project):
Permit No. _ TV d 73 10
Project N
Type of System (wet pond, infiltration basin, etc.): WeA ao-,6d
Lot No. (if part of a subdivision): 0 t0.
How much built upon area draining to the permitted treatment system has been allocated to this
project? 14 1 X
III. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form,
the agent may initial below. If a requirement has not been met, attach justification.
Form SWU-106 Ver 3.99 Page 1 of 2

Applicants Initials
IE�r a.
b.
C.
d.
Deed restrictions limiting the built -upon area on the site have been recorded.
Engineers certification for the existing off -site system has been submitted to DWQ.
There are no outstanding Notices of Violation for the off -site system.
Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated
as needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction de st and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater
collection system in accordance with the five maintenance procedures listed above. I agree to notify DWQ of
any problems with the system or prior to any changes to the system or responsible party.
Print Na
Address
Phone: a Date: 02
Signature• 40�__
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
II, I On- C(r / C (A PZ ib-nin
a Notary Public for the State of G _h��r 6b
� ountyof
do herebycertify that rTu C. d personally appeared before me this
day of 6 r , and acknowledge the due execution of the forgoing infiltration
basin maintenance requirements. Witness my hand and official seal, `
"OFFICIAL SEALF'
Notary Public, North Carolina
County of Carteret
Tina W. Rodriguez l I (�
My commission expires
Form SWU-106 Rev 3.99 Page 2 of 2

0 0 01-26-01 07:40 FROM:LEONRRD BUILDERS INC 919-223-SBB4
■
Sand Ridge Subdivision
Stormwater Permit No. SW8 931006 Modification
Carteret County
Engineer's Certification
TO:19103SO2004 PRGE:01
State Stormwater Management Systems
Permit No. SW8 931006 Modification
1 h i 11'i:am A , r.01 d , a-s a duly registered Professional Engineer in the State orNorth Carolina,
having hcen authorized to observe ('periodically/weekly/full time) the construction of the prRiect,
Sand. ?id e Subdivision, C.T terer county _ (Pmjcct)
for"A "- S T AI, P rr .c n e• s .11,E ('Project Owner) hereby_ state that, to the best of my_abilities, due call and-
-.—_... -- -
diligcnce was used in the observation of the project aOnstruction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations rrom approved plans and specilicat.iuns:
The original engineer oil Ltlta project, mr. T. E. Suramerlln, P. E., is deceased
'!v foll.owuv trork confirmed the detention basin was cunstructed ner �iesiptn
;aitl, dlnensions (17,���+5 F. F. surface area) and volume (40,896 '.:, 4'.} that
Mr. Summerlin stated In his letter to Ms. Linda Lewis, NCDENR on 8/24/911.
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1<Ae1r..TV.1T1An Niimhetr
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