SW7060409_CURRENT PERMIT_20060809

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 1&�0 D�'
DOC TYPE
P:49CURRENT PERMIT
C
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
A!1Ola dfI/
YYYYMMDD

Michael F. Easley, Governor
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 9, 2006
Mr. Jon Crouse, Managing Member
Tanglewood Development, LLC
1268 US 17 South
Elizabeth City, NC 27909
Subject: Stormwater Permit No. SW7060409
Tanglewood Centre Green Stormwater Plan,
and Drainage Area H of Phase 1
High Density Subdivision Project
Pasquotank County
Dear Mr. Crouse:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Tanglewood Centre Green Stormwater Plan, and Drainage Area H of
Phase 1 on August 7, 2006, 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. SW7060409 dated August 9,
2006, for the construction of the project.
This permit shall be effective from the date of issuance until August 9, 2016, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish.an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in' the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
Sincer ly,
Regional Supervisor
Surface Water Protection Section
AH/sav: C:ISTORMWATERIPERMITISW7060409
cc: Robert Farris, PE
Pasquotank County Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet; www.ncwateraualitv.ora 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
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State Stormwater Management Systems
Permit No. SVV7060409
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Tanglewood Development, LLC
Tanglewood Centre Green Stormwater Plan, and Drainage Area H of Phase 1
Pasquotank County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until August 9, 2016 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater,
runoff as described in Section 1.6 on page 3 of this permit. The Drainage Area.H
will be a multi -family development that will require deed restrictions limiting the
amount of built upon.area as per designed in the wet detention basin if ownership
of this property is transferred. The new owner will be required to apply for and
receive an individual Off -Site State Stormwater Permit before construction can
begin.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. Future buildings, parking and streets are included in the design of the wet
detention ponds and is limited to 25 acres of impervious area.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements, The final plats for the project
will be recorded showing all such required easements, in accordance with the:
approved plans.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7060409 '
6. The following design elements have been permitted in the wet detention basin
stormwater
facilities, and must be provided
in the systems at all times.
a.
Drainage Area, acres:
41.95
b.
Total Impervious Surfaces, ac:
28.8
Future Buildings, ac:
12.0
Future Parking, ac:
13.0
Proposed Streets, ac:
3.8
C.
Pond Depth, feet:
7.50
d.
TSS removal. efficiency:
90%
e.
Design Storm, inches:
1.0
f.
Permanent Pool Elevation, FMSL:
9.0
g.
Permitted Surface Area @PP, ft2:
42,616
h.
Permitted Storage Volume, ft3:
153,666
i.
Storage Elevation, FMSL:
12.0
j.
Controlling Orifice:
3" O hole
k.
Permanent Pool Volume, ft3:
216,003
I.
Forebay Volume, ft3:
50,385
m.
Maximum Fountain Horsepower:
0.75 hp
n.
Receiving Stream 1 River Basin:
Knobbs Creek 1 Pasquotank
o.
Stream Index Number:
30-3-8
p. Classification of Water Body: "C; Sw"
II. SCHEDULE OF COMPLIANCE
1. No lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management
system without submitting a revision to the permit and receiving approval from
the Division. The new owner of any lot that is subdivided will be required to apply
for and receive an individual Off -Site State Stormwater Permit before
development of the lot begins.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire Drainage Area, including driveways and sidewalks, does not exceed
the allowable built -upon areas. Once a 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 through an Off -Site State Stormwater Permit.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7060409
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the lot owner 'of
the responsibility to maintain compliance with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not. limited to, those listed
below;
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the',
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
7. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. Upon completion of construction, prior -to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. if the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4of9

State Stormwater Management Systems
Permit No. SW7060409
12. Prior to the sale of any subdivided tract or lot, the following deed restrictions must
be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7060409, 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.
The maximum built -upon area per lot is (as assigned square feet. This
allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front
lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing piping, roof drain gutters which drain to
the street, grading the lot to drain toward_ the street, or grading. perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
Built -upon area in excess of the permitted amount will require a permit
modification.
Each lot or tract within the project boundary that is subdivided and whose
ownership is not retained by the permittee (Tanglewood Development,
LLC), must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
13. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7060409
14. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The falling -water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain is 314 hp.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
16. The permittee shall at all times provide the operation and maintenance
necessary.to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. - Debris removal and unclogging of structures, orifice, catch basins and
Piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
18. 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.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7060409
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may i.nclude, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance With all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
$. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. 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.
Permit issued this the 9th day of August, 2006,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�- for
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060409
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7060409
Page 1 of 2
Tanglewood Centre Green Stormwater Plan,
and Drainage Area H of Phase 1
Stormwater Permit No. SW7060409
Pas uotank County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW7060409 -
Certification Requirements. Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Pasquotank County Building Inspections
Page 9 of 9

w a U
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Tanglewood Development, LLC
Attention: Mr. Jon Crouse, Manager
102 Breezewood Dr.
Elizabeth City, NC 27906
Dear Mr. Crouse:
NORTH CAROLINA
Environmental Quality
January 27, 2020
Subject: Stormwater Permit No. SW7060409 Renewal
Tanglewood Centre Green and Drainage Area H
High Density Stormwater Project
Pasquotank County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060409 for a stormwater treatment system consisting of a wet
detention pond to serve a proposed Tanglewood Centre Green and Drainage Area H
project located on Halstead Ave. in Elizabeth City, NC expires on August 9, 2020. This
is a reminder that permit renewal applications are due 180 days prior to expiration. We
do not have a record of receiving a renewal application.
To keep this permit active please submit a completed permit renewal application along
with a $505.00 fee for permit renewal. If this project has not been built and you do not
wish to maintain this permit, please advise. Permit application forms for renewal can be
found on our website at:
https:J/deq.nc.gov/about/divisions/energy-mineral-land-resources/energyy-mineral-land-
rules/stormwater-program /post -construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit if the project is constructed.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at rogenthorle(@ncdeur.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
R E QQWashington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
N(,`ATH Chj7aIN�
252946.6481

State of North Carolina
Department of Environment and Natural Resources o
�Q Division of Water Quality
JU Q
STQORMWATER MANAGEMENT PERMIT APPLICATION FORM f
This form may be photocopied for use as an original
�L E NERA��FORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Tanglewood Development, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Jon S. Crouse_ Manaeine Member
3. Mailing Address for person listed in item 2 above:
1268 US 17 South
City Elizabeth City State NC
Zip
Telephone Number: ( 252 ) 335-4887
27909
4, Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans.
specifications, letters, operation and maintenance agreements, etc.):
Tanglewood Centre Green Stormwater Plan, and Drainage Areas H of Phase 1
5. Location of Project (street address):
East Rte 17 Bypass, North of Halstead Extended, starting 3,380 feet east of Tanglewood Parkway.
City Elizabeth City T County Pasquotank ^
6. Directions to project (from nearest major intersection):
East from Rte 17 ByRass on Halstead Extende about 4,540 feet east of the off ramp.
7. Latitude: N36d 17m 37.5s Longitude: W76d 17m 45.6s of project
8. Contact person who can answer questions about the project:
Name: Bob Parris Telephone Number:
U. PERMIT INFORMATION:
1. Specify whether project is (check one): X New
252-264-3222
Renewal Modification
Form SWU-101 Version 3,99 Page 1 of 4

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2, if this application is being submitted as a result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High DensityRedevelop Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control 404/401 Pernvt X NPDESStonnwater
information on required state permit 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.
Water from the new roadwa and Drainage Area H will be collected and transported via stormsewers to a Water
Quality Pond for sediment removal. Discharge from the W P will be to the regional stormwater detention facility,
2. Stormwater runoff from this project drains to the
Pasquotank
River Basin
3. Total Project Area: 41.95 acres
4. Project Built Upon Area
69.00%
5. How many drainage areas does the project have? I
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.
Fl�_ft
Basin Information
Drainage Area H
Drainage Area 2
Drainage Area 3
Receiving Stream Name
Knobbs Creek
Receiving Stream Class
C Swp
Drainage Area
41.95
Existing Impervious* Area
0.000
Proposed Impervious* Area
29.14
% Impervious* Area (total)
69%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
Drainage Area 3
Future On -Site Buildings
12
On -Site Streets
3.8
On -Site Parking
13
Other On -Site
0
Off -Site
0
%Impervious* Area (total)
ZB.g _6Q% /Ik
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas.
sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? None
Form -

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1[V. 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 siormwaier management permit
number as issued by the Division of Water Quality. These covenants
may not be changed or defied without consent of the State.
z. No more than 30% 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 necessmy 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 runoff from outparcels or future development shall be directed into the permitted slormwaler control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and perforniance 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 BUF 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

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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.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
h Original and one copy of the Stormwater Management Permit Application Form
h One copy of the applicable Supplement Form(s) for each BMP
h Permit application processing fee of $420 (payable to NCDENR)
h Detailed narrative description of stormwater treatment/management
h Two copies of plans and specifications, including:
- Development/Project Name
- Engineering 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 desginate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): CE Solutions, PLLC
Mailing Address:
201 Lane Drive
City Elizabeth City State:
Phone: -252 264-3222
VII. APPLICANTS CERTIFICATION
NC
Zip
27909
Fax: -252 264-3022
1, (print or type name listed in General Information, item 2 ) Jon S. Crouse
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 with the approved plans, that the required deed restrictions and protective covenants
will be reco ed, and t t roposed project complies with the requiremen of 15�NCAC21-1-1000.
Signature: Date: a
Form SWU-101 Version 3.99 Page 4 of

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Permit No. _S W _? _06 O y o�
(to be provided by DWQ
_ State of North Carolina
1, Department of Environment and Natural Resources
ap Division of Water Quality
JUL � 2006 �;��'
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
DAA[Q-'VAR0 WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as art original
DWQ Stormwater Management Plan Review: A complete storrnwater management plan submittal
includes an application form, a wet detention basin supplement for each basin, design calculations, and
plans and specifications showing all basin and outlet structure details.
I. PROJECT INFORMATION
Project Name: Tanglewood -- Stormwater Area H
Contact Person: Bob Farris, PE Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 1.5 ft. (floor of the basin)
Permanent Pool Elevation 9.0 ft. (elevation of the orifice)
Temporary Pool Elevation 12.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 42,61.6 sq. ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
41.95 ae. (on -site and off -site drainage to the basin)
29.14 ac. (on -site and off site drainage to the basin)
216,003 T� cu. ft. (combined volume of main basin and forebay)
153,666 -� cu. ft. (volume detained above the permanent pool)
50,385 or 23.3% cu. ft. (approximately 20% of total volume)
2.23% (surface area to drainage area ratio from DWQ table)
3 in. (2 to 5 day temporary pool draw -down required)
2.0 'ino:°'"'
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page I of 4

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Footnotes:
I
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed
based upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to
determine the correct value for nonstandard table entries.
2
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is
designed to provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS
removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices
Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative
Code Section: 15 A 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. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
�- b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
N%1 e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
17 j. A trash rack or similar device is provided for both the overflow and orifice.
a.4 k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
o � 1. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
4) m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including
forebays and the vegetated filter if one is provided.
This system (check one) 0 does X does not incorporate a vegetated filter at the
outlet.
This system (check one) 0 does X does not incorporate pretreatment other than a
forebay.
Form SWU-IO2 Rev 3.99 Page 2 of 4

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Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool
occurs within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly
to maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment Eevakion shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
-5, � ZT-�. �'Y S /r /o 6
When the permanent pool depth reads _ _3 Lr feet in the main pond, the sediment shall be
removed.
S; c��s
When the permanent pool depth reads —3-6 feet in the forebay, the sediment shall be removed.
Sediment Red\mal El. 3, 37S
Bottom Elevation 1, S
FOREBAY
BASIN DIAGRAM
(Cli in the blanks)
Permanent Pool Elevation
Sediment Removal Elevation 3 • 375 175%
Bottom Elevation 1, S = 2-5%
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface.
These plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of
sediment through the emergency drain shall be minimized to the maximum extent practical.
Form S W U-102 Rev 3.99 Page 3 of 4

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7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Print name: Jon Crouse
Title: Managing Member
Address: 1268 US 17_South, Elizabeth City, NC27909
Phone: 52-33
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, 472)7 -3 All -,a Notary Public for the State of
ALA Ca U114 ,?, , County of :PPQ/,ll 14a 17,E , do hereby certify that
`7iJA s CZ211a_ .—._ personally appeared before me this day of
TU and acknowledge the due execution of the forgoing wet detention
basin maintenance requirements. Witness my hand and official seal,
dft"X) 'Y )el�
f N I I SIII�
rn
=0-a
s �LIC
NSTICIo��1N
SEAL
My commission expires:
Form SWU-102 Rev 3.99 Page 4 of 4

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NtD Permit No.
(to be provided by DiVQ
V �I State of North Carolina
1�Department of Environment and Natural Resources
�vG �1 Division of Water Quality
'Owl
ST ATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form nury be photocopied for use as an original
DWQStormwater Management Plan Review: A complete stormwater management plan submittal
includes an application form, a wet detention basin supplement for each basin, design calculations, and
plans and specifications showing all basin and outlet structure details.
I. PROJECT INFORMATION
Project Name: Tanglewood -- StormwaterArea H
Contact Person: Bob Farris. PE Phone Number. [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 1.5 ft. (floor of the basin)
Permanent Pool Elevation 9.0 ft. (elevation of the orifice)
Temporary Pool Elevation 12.0 ft. (elevation of the discharge structure over)?ow)
areas
Permanent Pool Surface Area 42,616_ sq. ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal Z
41.95 ac. (on -site and off -site drainage to the basin)
29.14 _ ac. (on -site and off -site drainage to the basin)
216,003 cu. ft. (combined volume of main basin and forebay)
�153,666 .. cu. ft. (volume detained above the permanent pool)
50,385 or (23.3%) cu. ft. (approximately 20% of total volume)
2.23% (surface area to drainage area ratio from DWQ table)
3 in. (2 to 5 day temporary pool draw -down required)
2.0 in.
90 _ % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed
based upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to
determine the correct value for nonstandard table entries.
z
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is
designed to provide 90% TSS removal. The NCDENR B MP manual provides design tables for both 85% TSS
removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices
Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative
Code Section: 15 A 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. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3. L
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
1. If the basin is used for sediment and erosion control during construction, clean, out of the basin is
specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including
forebays and the vegetated filter if one is provided.
This system (check one) 0 does X does not incorporate a vegetated filter at the
outlet.
This system (check one) 0 does X does not incorporate pretreatment other than a
forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool
occurs within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly
to maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.0 feet in the main pond, the sediment shall be
removed.
When the permanent pool depth reads 3.0 feet in the forebay, the sediment shall be removed.
Sediment Removal El.
Bottom
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Perm anent Pool Elevation
SedimentRemoval EIevation ____ 175%
Bottom Elevation ♦ 25%
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface.
These plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of
sediment through the emergency drain shall be minimized to the maximum extent practical.
Form S WLJ-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that 1 am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Print name: Jon Crouse
Title: Manaeine Membe
Address: 1268 US 17 South, Elizabeth�City. NC.27909
Phone: 52-33
Signature: �4�
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
l , . 72 27 S 41L4 , a Notary Public for the State of
A A rd,-(1 ,i?-, , County of , do hereby certify that
___ ��%► S' C1r�Jl1 personally appeared before me this day of
TO IV 6 , and acknowledge the due execution of the forgoing wet detention
basin maintenance requirements. Witness my hand and official seat,
a Norq,g
zz _rJ7: .:
�j:) eLtr, 2 e
SEAL
My commission expires : 11--_0 Ut�
�.,v�� ` . L'f i �� �w-i
. Q
w
Form SWU-102 Rev 3.99 Page 4 of 4

FINANCIAL RESPONSIBILITY /OWNERSHIP FORM L� M
�� SEDIMENTATION POLLUTION CONTROL ACT Lf ��a
No person may initiate a land -disturbing activity on one or more acres as covered by the Act before this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality
Section, NC Department of Environment, and Natural Resources. (Plea. type o an if is not, �•-
applicable, place N/ A in the blank).
�-'�A. APR 19 2006
Part A. cot Gc Y/
1. Project Name TangJewood.CentreGreenePro'ect t11A1�_"�(jfARO
60 V O � 9
2. Location of land -disturbing activity: County Pas uotanl C
City or Township Mr Hermon _ and Highway/Street Halstead
3. Approximate date land -disturbing activity will be commenced: May 2006
4. Purpose of development (residential, commercial, industrial, etc.): Road. Force main. & Water in R/O/W
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
18 3d 3
I
6. Amount of fee enclosed $ $900.00
Tpr„ Cro �s�.
7. Has an erosion and sedimentation control plan been filed? Yes_ No
Enclosed X
8. Person to contact should sediment control issues arise during land -disturbing activity.
Name Jon Crouse Telephone [phone]
9. Landowner(s) of Record (Use blank page to list additional owners):
Tanglewood Development, LLC
Name(s)
1268 US 17 South
Current Mailing Address Current Street Address
Elizabeth City, NC 27909
City_ State Zip City State Zip
10. Recorded in Deed Book No, 615 77 Page No.
Part B.
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank page to list
additional persons or firms):
Tanglewood Development. LLC
Name of Person(s) or Firm(s) 7&ress
1269 US 17 SouthCurrent Mailing Address Current S et A.Elizabeth City NC 27909 ,
City State Zip sty aASHINGTO OFFICE
Telephone [phone] Telephone

4 c'% � �
.,
t .
•r
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r
. 4

2• (a) If the Financially Responsible Party is not a resident of North Carolina give name and street address of a
North Carolina Agent,
Name
Mailing Address Street Address
City State Zip City State Zip
Telephone
Telephone
(b) If the Financially Responsible Parry is a Partnership or other person engaging in business under an .
assumed name, attach a copy of the certificate of assumed name. If the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath. (This form must be signed by the financially responsible person if an individual or his attorney -
in -fact or if not an individual by an officer, director, partner, or registered agent with authority to execute
instruments for the financially responsible person). I agree to provide corrected information should there be
any change in the information provided herein.
Jon Crouse
Managing Member
Title or Authority
1lD�- - -
Date
/ji�1i' �• T% , a Notary Public of the County of &WLW kS•
State of North Carolina, hereby certify that Cry 5c_
appeared hhpersonally before me this day and being duly sworn acknowledged that the above form was
\' `\\N\\\ r11Tl �/h%m.
� P•' �e�•••. tnd notarial seal, this day ofj+
�OTAq`�.
— m ' Seal : Z = Notary
A '
L� • A, commission expires
N
!N St I C OJ

�cA1Z�
0� WArFq Michael R Easley, Governor
0= QG William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of water Quality
July 5, 2006
Tanglewood Development, LLC
Attn: Mr, Jon S. Crouse
1268 US 17 South
Elizabeth City, NC 27909
Subject: Request for Stormwater Application
Stormwater Review SW7060409
Tanglewood Centre Greene
Pasquotank County
Dear Mr. Crouse:
This office received a copy of your Sedimentation and Erosion Control Plan for the subject project
on April 19, 2006. North Carolina Administrative Code 15 NCAC 2H.1000 requires that any project that
must receive either a Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit
apply for and receive a Stormwater Management Permit by the Division of Water Quality.
To obtain a Stormwater Permit you must submit a completed application, application fee of
$420.00, two sets of plans and specifications showing the proposed project and all stormwater treatment
units along with engineering calculations and a narrative description. This application package should be
received by this office prior to August 7, 2006. If an application package is not received by this date we: will
consider the project incomplete. We also have an Express Permitting program. If you are interested in this
program you may contact Ms. Lyn Hardison, One Stop Permit Coordinator, at 252-948-3842.
Any development of the site prior to receipt of the required permit will constitute a violation of 15A
NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement
action including civil penalty assessment of up to $10,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
William J. Moore.
Washington Regional Office
cc: Scot Vinson
Pasquotank County Plannin&Uspections
WVashington Regional Office
NMo ` Caro
urat
North Carolina Division of Water Quality Washington Re0ional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Eq4 OpponunitylAfBrmat ve Action Employer— 50% Recycled110% Post Consumer Paper

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UJ 7
Tanglewood Development, LLC
Attn: Mr. Jon S. Crouse
1268 US17 South
Elizabeth City, NC 27909
Dear Mr. Crouse:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 5, 2006 P4V �
Subject: Request for Stormwater Application
Stormwater Review SW7060409
Tanglewood Centre Greene
Pasquotank County
w/. J it
J b rGr
This office received a copy of your Sedimentation and Erosion Control Plan for the subject project
on April 19, 2006. North Carolina Administrative Code 15 NCAC 21-11.1000 requires that any project that
must receive either a Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit
apply for and receive a Stormwater Management Permit by the Division of Water Quality.
To obtain a Stormwater Permit you must submit a completed application, application fee of
$420,00, two sets of plans and specifications showing the proposed project and all stormwater treatment
units along with engineering calculations and a narrative description. This application package should be
received by this office prior to August 7, 2006. If an application package is not received by this date we will
consider the project incomplete. We also have an Express Permitting program. if you are interested in this
program you may contact Ms. Lyn Hardison, One Stop Permit Coordinator, at 252-948-3842.
Any development of the site prior to'receipt of the required permit will constitute a violation of 15A
NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement
action including civil penalty assessment of up to $10,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
William J. Moory-°
Washington Regional Office
cc: ./Scot Vinson
Pasquotank County Planning/Inspections
Washington Regional Office
o
e
NCaro
Natumi
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27989 1-877.623-6748
An Equal Opportunity/Affirmative Action Employer -- 50% Recycledll0% Post Consumer Paper