HomeMy WebLinkAboutSW8981110_Current Permit_2000214State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
Mr. Glenn Richardson, Owner
225 South Water Street
Wilmington, NC 28401
Dear Mr. Richardson:
A,
NCDEN.R
NORTH CAROLINA DEPARTMENT OF -
ENVIRONMENT AND NATURAL RESOURCES
February 14, 2000
Subject: Permit No. SW8 981110 Modification
Bermuda Trace Condos
Low Density Stormwater Project
Brunswick County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Bermuda
Trace Condos on February 11, 2000. 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 981110 Modification dated February 14, 2000, for the construction of Bermuda Trace
Condos.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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 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 either Noelle
Lutheran or me at (910) 395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/nml: SAWQSISTORMWATIPERMIT1981110.FEB
cc: Monica Loughlin
Delaney Aycock, Brunswick County Inspections
Wilmington Regional Office
Central Files
Noelle Lutheran
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper
State Stormwater Management Systems
Permit No. SW8 9811 10Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
M'r. Glenn Richardson
Bermuda Trace Condos
Brunswick County
FOR THE
construction, operation and maintenance of a 25% low density development 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 for Bermuda Trace Condos.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific conditions
and limitations:
L DESIGN STANDARDS
1. This permit covers the construction of 144,259 square feet of built -upon area.
2. The overall tract built -upon area percentage, including SW8 970504, must be maintained at 25%, as required by
Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
4. This project proposes a curb outlet system. Each designated curb outlet swale shown on the approved plan must be
maintained at a minimum of 100, long with 5:1(H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a ten year storm in a non -erosive manner, and maintain a dense vegetated cover.
5. The only runoff conveyance systems allowed, other than the curb outlet system swales, will be vegetated
conveyances such as swales with minimum side slopes of 3:1(H: V) as defined in the stormwater rules and approved
by the Division.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004
An Equal Opportunity Affirmative Action Employer 2 50% recycled/10% post -consumer paper
State Stormwater Management Systems
Permit No. SW8 981110 Modification
6. No piping is allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access.
H. SCHEDULE OF COMPLIANCE
1. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all impervious areas
and surface waters.
2. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
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.
4. Prior to the sale of this project, in whole or in part, the following deed restrictions must be recorded with the Office
of the Register of Deeds and submitted to DWQ:
"The built -upon area is limited to 144,259 square feet. Construction of additional built -upon area will require
a permit modification."
"Construction of additional impervious areas such that low density requirements are no longer met must be
submitted to DWQ and a permit modification must be issued prior to construction. An engineered system
will be required to collect and treat the runoff from all built -upon area associated with the project, including
that area permitted under the low density option."
"Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with this development,
except for average driveway crossings, is strictly prohibited by any persons."
"A minimum of 30' of vegetated buffer area shall be provided between surface waters and all impervious
surfaces."
5. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the permitted development,
except for average driveway crossings, is strictly prohibited by any persons.
Projects within CAMA's Area of Environmental Concern (AEC) are subject to a reduction of the permitted amount
of built -upon area due to CAMA jurisdiction within the AEC.
7. A copy of the recorded restrictions must be received by this Office within 30 days of the date of sale.
The following items will require a modification to the permit. Revised plans, specifications and calculations must
be permitted prior to the permittee beginning construction on the modification:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of 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, altering or piping any vegetative conveyance shown on the approved plan.
State Stormwater Management Systems
Permit No. SW8 981110 Modification
9. The Director may determine that other revisions to the project should require a modification to the permit.
10. Swales 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.
11 During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.
12. 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.
13. Within 30 days of completion of the project, the permittee shall certify in writing that the project has been
constructed in accordance with the approved plans.
14. The permittee shall submit all information requested by the Director or his representative within the time frame
specified in the written information request.
II. GENERAL CDNDMONS
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 Quality, 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 Noah Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et.
al.
The permit is not transferable to any person 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 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.
6. The permittee grants permission to DENR Staff to enter the property for the purpose of inspecting all components
of the stormwater management facility.
4
State Stormwater Management Systems
Permit No. SW8 981110 Modification
7. The permittee shall notify DWQ of any mailing address changes within 30 days of such change.
8. 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.
Permit issued this the 14th day of February, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 981110 Modification
5 G,%8 9$I f 10 mod
Date Received Fee Paid
Permit Number
/— —
J2
D •yv d.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Glenn Richardson
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Glenn Richardson Owner
3. Mailing Address for person listed in item 2 above:
225 South Water Street
City: Wilmington State: NC Lip: 28401
Telephone Number: 910) 343-1000
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Bermuda Trace Condos
5. Location of Project (street address):
Long Beach Road, NC Hwy 133
City: Long Beach County: Brunswick
6. Directions to project (from nearest major intersection):
NC Hwy 211 South to NNC Hwy 133 East to project entrance
7. Latitude : 77050'00" Longitude: 34016'0" of project
8. Contact person who can answer questions about the project:
Name: Tripp Engineering, P.C./Phillip G. Tripp Telephone Number: (910) 763-5100
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 SW8 981110 and its issue date (if known) May 7, 1999`
3. Specify the type of project (check one):
Low Density : High Density Redevelop General Permit x Other
4. Additional Project Requirements (check applicable blanks): off -site
CAMA Major x Sedimentation/Erosion Control 404//401 Permit NTPDES 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.
All stormwater will be handled by concrete flumes and grass swales. Stormwater will leave the site
into a road swale
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 11.0 acres
5. How many drainage basins does the project have? 1
4. Project Built Upon Area: 30.11 %.
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.
Receiving Stream Name
Dutchman's Creek
Receiving Stream Class
SA
Drainage Basin Area
479,160 sf
Existing Impervious * Area
N/A
Proposed Impervious * Area
144,259 sf
% Impervious* Area (total)
30.11 %
On -site Buildings 57,876 sf
On -site Streets NA
On -site Parking 78,754 sf
On -site Sidewalks (wood) 0
Other on -site 7,629 sf
Off -site NA
Total: 1--144,259 sf Z=
* Impervious area is defined as the built upon area including, but not limited to, budaings, roads, parlang
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? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The foLowing Ltalicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and fixture 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 SW8 981110 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 ofany lot shall be covered by structures ofimpervious 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. Shales shall not be filled fr., 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.
S. All permitted runofffrom 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 (910) 733-5083 for
the status and availability of these forms.
Foim SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
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.
1. Please. indicate that you have provided the following reT; ired imfomnation by initialing in the space
provided next to each item.
App 's Initials
• Original and one copy of the Stonnwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP YV
• 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 and date
Mean high water line
Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tripp Engineerim P.C.
Mailing Address: 419 Chestnut Street
City: �,�li n State: NC Zip: 25401
Phone: 910 763-5100 Fax: 910) 763-5631
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Glen Richardson
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 .IOQO-
Date: 1103/ 200a
Form SWU-101 Version 3.99 Page 4 of 4
Permit No.5_ W33E3 ( I I JO
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement for each vegetated conveyance, a low density supplement, design calculations,
plans and specifications showing all stormwater conveyances and curb outlet details, and a signed and notarized
operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Bermuda Trace Condos
Contact Person: Phillip G. Tripp, P.E. Phone Number: 910 _763-5100
Curb outlets to (circle one): Swale Vegetated Area
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. Curb outlets direct flow to a swale or vegetated area.
b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
the peak flow from the 10-year storm.
CC
c. Flow velocity is non -erosive for peak flow in item (b) above.
d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f. Length of swale or vegetated area is > 100 feet.
g. The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system.
( h. Swales are located in recorded drainage easements.
i. Grass type(s) specified on detail.
j. Detail provided on plans.
Form SWU-105 August 1998 Page 1 of 3
III. DESIGN INFORMATION
Complete the following table. If additional space is needed, the information should be provided in the same
format as Table 1 and attached to this form.
Table 1. Swale Design Information
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
I Area (ac)
C
Q
(cfs)
V allow
(fps)
V Wtual
(fps)
Flow
Depth (ft)
1
1.90
.73
1.14
.52
5.43
2.5
1.14
.98
2
1.60
.51
1.09
.47
4.14
2.5
1.43
.76
3
1.24
.45
.79
.50
3.41
2.5
1.53
.67
* 4
1.06
.95
.11
.88
1 5.13
2.5
1.92
.73
* 5
1.61
.81
.80
.60
5.31
2.5
1.97
.73
* 6
1.90
.73
1.14
.52
5.43
2.5
2.17
.91
7
3.50
1.24
2.23
.50
9.63
2.5
2.45
1.14
8
4.74
1.69
3.05
.50
13.04
2.5
2.47
1.33
9
10
* These
Swales are
3:1
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Form SWU-105 August 1998 Page 2 of 3
IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be re -vegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales may not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name: Glenn Richardson
Address: 225 S. Water St., Wilmington, NC 28401
Phone: (910) 343-1000
Title:
Signal
Date:
I, Monica V. Loughlin , a Notary Public for the State of _North Carolina . County of
_New Hanover_, do hereby certWy that Glenn Richardson personally appeared
before me this — 69-K,— day of Rpri 19 1, and acknowledge the
due execution of the forgoing infiltration system maintenance requirements. Witness my hand and official seal,
al
My commission expires 0 a '•spTAq), �
Form SWU-105 August 1998 Page 3 of 3