SW7051115_CURRENT PERMIT_20060119

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW lzj52�ZS
DOC TYPECURRENT
PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
012�IOB21
YYYYMMDD

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Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
DIVISION OF WATER QUALITY
January 1.9, 2006
New Hope Foundation, Inc.
Attn: Mr. Robert Melton
PO Box 339
Windsor, NC 27983
Dear Mr. Melton:
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Stormwater Permit No. SW7051115
New Hope Foundation Daycare
High Density Stormwater Project
Pasquotank County
The Washington Regional Office received your completed
stormwater application and supporting information for the subject
project on November 14, 2005. 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. SW7051115 dated January
19, 2006 to New Hope Foundation, Inc. for the construction and
operation of a wet detention pond to serve the New Hope Foundation
Daycare/Office located near Elizabeth City, NC.
This permit shall be effective from the date of issuance
until January 19, 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.
;north Carolina Division of Water Quatity intemet: h2o.enr.state.nc.us
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAtfirmative Action Employer — 50% Recycled110% Post Consumer Paper
None
rth Carolina
Naturally

New Hope Foundation, Inc.
January 19, 2006
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 946-
3919.
;S'ncere y,
Al Ho age., Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Quible & Associates
Pasquotank County Planning/Inspections
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7051115
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
New Hope Foundation, Inc.
Pasquotank County
FOR THE
construction, operation and maintenance of stormwater management
systems 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
a wet detention pond to serve the New Hope Foundation
Daycare/Office located near Elizabeth City, NC.
This permit shall be effective from the date of issuance until
January 19, 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 on page 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
New Hope Foundation
Daycare/Office
Permit Number:
SW7051115
Location:
Pasquotank County
Applicant:
New Hope Foundation, Inc.
Mailing Address:
PO Box 339
Windsor, NC 27983
Application Date:
11/14/2005
Receiving Stream:
UT-Pasquotank River
Stream Classification:
SC
Total Site Area:
2.21 acres
Total Impervious:
0.57 acres
Area Allowed
Pond Depth:
Required Storage Volume:
Provided Storage Volume:
Required Surface Area:
Provided Surface Area:
3.0 ft
2093 cf
5467 cf
2905 sf
2988 sf
Controlling Orifice: 1.0-inch orifice at elev. 10.2
4

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (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.
S. The following items will require a modification to the
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 of the project area.
In addition, 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces except roads.,
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at
all times. The approved operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

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.
4. 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.
5. 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.
6. Upon completion of construction 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. Mail the
Certification .to the Washington Regional Office, 943
Washington Square Mall, Washington, North Carolina, 27889,
attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. 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--215.6(a) to 143-215.6(c).
3. 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.
6

4. 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.
5. 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.
6. At least six months prior to the expiration date, the
Permittee must submit a written request to the Division of
Water Quality, Washington Regional Office, for permit
renewal.
Permit issued this the 19 th day of January, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
..J
Alan W` Klimdk; P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7051115
7

Stormwater Permit No. SW7051115
New Hope Foundation Daycare/Office
Wet Pond System
Pasquotank County
Designer's Certification
1, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(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.
Signature
Registration Number
Date

Vr (Yh-..
DlWQ-WARD State of North Carolina 5W4CK 1l/16/D5
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):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
City: W l "cisnl State: N L zip: 2 7 M3
Telephone Number. ( 25 z ) '145 - �
9. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.): l
S. Location of Project (street address)'.
City: u6f A.e�n,,nt T-OLUnill 0 County:
6. Directions to project (from nearest major intersection):
PnlLUGd Qrri!
7. Latitude: _. 36 - J6 - 20_.._pj � Longitude: _ - 76 -17 - O) U.) _ of project
8. Contact person who can answer questions about the project:
Name: Day0el AQn-o1 , P.C. Telephone Number: 6
H. PERMIT INFORMATION:
1. Specify whether project is (check one)
New
Renewal Modification
Farm 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 and its issue date (if known)
3. Specify the type of project (check one):
Low Density _High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major 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 storrnwater will be treated. Also attach a detailed narrative
(one to two pages) describing storrnwater management for the project . 1
5}ormwa d'e ul1_ii 6eo lde/4 UIrA �-�r_'fiA r 'A Qof e'- r. 5id!m 3�'t.it'r Gt,-[� Gc211!!
2. Storrnwater runoff frorn this project drains to the PQ5ain) ZLL _ River basin.
7¢%
3. Total Project Area: 2.21 _ acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have?__j A 6
5,.,/v_
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.
Basrn:Inforiilatron*..
Drainage A"""I
Drainage Area`2
Receiving Stream Name
Receiving Stream Class
SC I
Drainage Area
D" 78 8� S�
Existing Impervious* Area
_
Proposed Impervious`Area
01 sz. 94$
% Impervious* Area (total)
3 3
,
Impervrous:wSurfaceArea '
Draina e'Area 1
g, r
;Drama e Area 2
g
On -site Buildings
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total' 24, 7
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? N-�. _
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to he 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.
Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall he performed in a manner that maintains the integrity
and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit. at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Paige 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, please complete this section.
Designated agent (individual or firm): Qui le -i
Mailing Address: P. D , f)f6 ,g, A';7n
City: _61) &1Lit State: NC Zip:-2ZY—
Phone: ( 2_61 ) Z6 J - .3300 ��_ Fax: ( 2 5 . ) 261 :/,Z6«�
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) _ Rc, 1� r+ ►' i e I Ta n
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be rutted in conformance with the approved plans, that the required deed restrictions
and protective cov ar s ill be recor d/ and hat the proposed project complies with the requirements of 15A
NCAC 2H .1000. If/i,
Signature.
Date: .-/ i— 0J
Fontr SWU-101 Version 3.99 Page 4 of 4

Permit No. t
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORMCEIVE
WET DETENTION BASIN SUPPLEMENT NOV 14 2005
This form may be photocopied for use as an original DWQ_gp�11 ARO
DWO Stormwater 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: New IAO clo'� loll
Contact Person: Cav i cc1 A. (1-e 1 . L-7, _ _ Phone Number: (262 ) 2 6
For projects with multiple basins, specify which basin this workAeet applies to:
elevations I/
Basin Bottom Elevation 7, 1 _ ft.
Permanent Pool Elevation « ft.
Temporary Pool Elevation ft.
ll•7
areas
Permanent Pool Surface Area _2, 9 8P sq. ft.
Drainage Area D. 76 1/ac.
Lnpervious Area j 52 ✓ac.
volumes
Permanent Pool Volume
Temporary-Poal Volume
Forebay Volume
Other parameters
SAIDAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
cu. ft. (combined volume of main basin and forebay)
S 0
34 - '� cu. A. (volume detained above the permanent pool)
q 13 cu. ft. (approximately 20% of total volume)
0 85 ` ✓ (surface area to drainage area ratio from DWQ tablr'
I if in. (2 to 5 day temporary pool draw -down required)
1 ,, in. ✓
20 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

M
Footnotes:
When using the Division SAIDA tables, the correct SAIDA 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 non-
standard table entries.
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.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
:The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the. permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
i)A k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
aD 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
.P.
The wet detention basin system'is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter ifYon`e ivided. s''pra
This system (check one) 0 does Xt does not, incorporate a vegetated filter at the outlet.
This system (check one) 0 does Mdoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Pape 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 z. Z5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2. 2 S feet in the forebay, the sediment shall be removed_
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 10. a
Sediment Re oval El. _7 4S 75
-------------- - Sediment Removal Elevation 1, �3 75%
Bottom Ele fAtion _ 7, 2
%--------------------------------------------- -----
Bottom Elevation 72. 25%
FOREBAY 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 SWU-102 Rev 3.99 Page 3 of 4

m.
All components of the wet detention basin system shall be maintained in good working order. `
1 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: gobc� Mel+nn
Hel P. ' FfI[IOj4jQVN
r
Phone
Si'gnati
Date: f l— j— Q J
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold "d
a resident of the subdivision has been named the president.
a Notary Public for the State of
County of do hereby certify that , e 4_ D)jpersonally appeared before me this day of _ PU(j HA 1� fRi_, C)� and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
a�
CNs7::i F lP1E. A. tioYLE
ER
SEAL
My commission expires_ ` r `%-"o� UG%
orm 5WU-102 Rev 3.99 Page 4 of 4