SW7050633_CURRENT PERMIT_20050829

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7�
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
o2a2:569
YYYYMM D D

O�D�r WA rlc�iQG Michael F. Easley, Governor kk— �'+r
` William G. Ross Jr., $ecrctary v.!
co
North Carolina Department of Environment and Natural Resources
.� Alan W. Klimek, P.E. Director
Division of Water Quality
August 29, 2005
Mr. Richard Coston
820 Okisko Road
Elizabeth City, NC 27909
Subject: Stormwater Permit No. SW7050633
Evangelical Methodist Church
High Density Project
Pasquotank County
Dear Mr. Coston:
The Washington Regional Office received a complete Stormwater Management Permit Application for
Evangelical Methodist Church on June 23, 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. SW7050633 dated August 29, 2005, for the
construction of the subject project.
This permit shall be effective from the date of issuance until August 29, 2015, 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 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
Sincerely,
L i
�— — ---�
AI Hodge
Regional Supervisor
Surface Water Protection Section
AHlalf
cc: Sean C. Robey, PE
Pasquotank County Building Inspections
Washington Regional Office
Central Files
No Caroli
�lvaturall
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.encstate.nc.us 943 Washington Square Mail, Washington, NC 27889 1-877-623-6748
An Equal Opportun4lAtfirmalnre Anton Employer — 50% Recydedl1 o% Post Conwrner Paper

State Stormwater Management Systems
Permit No. SW7050633
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
Evangelical Methodist Church
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 rulesl 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 29, 2015, and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. 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 stormwater control has been designed to
handle the runoff from 136,147 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and
per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project wilt be recorded showing all such
required easements, in accordance with the approved plans.
The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7050633
6. The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres: 5.62
b. Total Impervious Surfaces, ftz: 136,147
C. Design Storm, inches: 1.0
d. Pond Depth, feet: 5.0
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 6.0
g. Permanent Pool Surface Area, ftz: 12,860.75
h. Permitted Storage Volume, ft3: 26,396,02
i. Temporary Storage Elevation, FMSL: 6.99
j. Controlling Orifice: 1.75" 0 pipe
k. Permitted Forebay Volume, ft3: 5,862-04
1, Receiving Stream/River Basin: Little River/Pasquotank
M. Stream Index Number: 30-5-(1)
n. Classification of Water Body: "C, Swj'
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7050633
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. The facilities shall be constructed as shown on the approved plans. 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, 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. A
modification may be required for those deviations_
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
9. 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 any item shown on the approved plans, including the stormwater
management measures; built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage area.
e. Further subdivision, acquisition, lease 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 LAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
13. This permit shall be effective from the date of issuance until June 20, 2015. Application for permit
renewal shall be submitted 180 days prior to the expiration date of this permit and must be
accompanied by the processing fee.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In the event of
a change of ownership, or a name change, the permittee must submit a formal permit transfer
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7050633
request to the Division of Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting materials as may be i
appropriate. The approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
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) having jurisdiction.
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 permittee grants DENR Staff permission to enter the property during normal business hours
for the purpose of inspecting all components of the permitted stormwater management facility.
6. The permit may be modfied; 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.
Unless specified elsewhere, permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 29"' day of August, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7050633
Evangelical Methodist Church
Stormwater Permit No. SW7050633
Pasquotank County
Designees Certification
1, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodicallyl weeklyl 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 is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6of7

State Stormwater Management Systems
Permit No. SW7050633
I
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to
the system.
4. 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, and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Pasquotank County Building Inspections
Page 7 of 7

i OFFICE USE ONLY - ' - . ► -
Date Received
Fee Paid
Permit Number
—� —
,GU70
Cgra
{i State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM iufv 2 3 2005
This form may be photocopied for use as an original
DWQ-WARD
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Evangelical Methndi st Church
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Richard Co nn ,_Truntee
3. Mailing Address for person listed in item 2 above:
City: Elizabeth City State: N r, Zip: 2 7 9 n 9
Telephone Number: (_ 252 ) 2 6 4- 2 2 5 4 _ _-
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
City: Elizabeth c
6. Directions to project (from nearest major intersection):
County: Pasauotank County
:. .. J H m . „ ..
and Okisko Road � fi on okisko -.. •
7. Latitude: 3r, 0 1 a 1 Longitude: 7 60 19, of project
8. Contact person who can answer questions about the project:
Name: Sean C. R o b e y, PE Telephone Number: ( 2 5 2_)_ 3 3 5 -18 8 8
H. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99
Page 1 of 4

r. 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 X_ _High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing Stormwater management for the project.
Runoff from all new impervious surfaces and some of the existing
impervious surfaces will be _collected in both underground piping and _
grass lined swales and routed.through a grass lined to a wet detention
basin designed for 90% TSS removal.
2. Stormwater runoff from this project drains to the P a sg u o t a n k River basin.
3. Total Project Area: 21.27 acres 4. Project Built Upon Area: 18. 5 9 %
5. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
,/
Receiving Stream Class
,/
Drainage Area
5 .6 2, Ac-
15.65 AC_
Existing Impervious' Area
✓
— -- — -� - ✓
Proposed Impervious*Area
115,300 SF ✓
- 0-
% Impervious* Area (total)
v-
5,J✓
Impervious' Surface Area
Drainage Area 1
rl Drainage Area 2
On -site Buildings
✓
On -site Streets
On -site Parking
96, 004 SF ✓
15,294 SF
On -site Sidewalks
Other on -site
Off -site
Total: 136, 147 SF
Total: 36,114 SF
* 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

f
7. How was the off -site impervious area listed above derived? N.1 A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
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 woad
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-l09
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 required information by initialing in the space provided
next to each item.
In s
• Original and one copy of the Stormwater Management Permit Application Form C.
• One copy of the applicable Supplement Forms) 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): Hyman & R o b e y, PC
Mailing Address: p0 Box 339��—
City: Camden State: NC Zip: 27921
Phone: ( 252 } 335-1888 Fax: ( �252 } 338-5552
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Richard C o s t o n , Trustee
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 21-1.1000.
Signature:
Date. 6—
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECEIVED
STORMWATER MANAGEMENT PERMIT APPLICATION FORM, - I 4
WET DETENTION BASIN SUPPLEMENT AUG 0 8 2005
This form may be photocopied for use as an original f WQ-W /t pry
DWQ 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. PROTECT INFORMATION
Project Name: Brargelical NL-thodist church
Contact Person: Richard Coston Phone Number: ( 25� 264-2254
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 1.0 ft. (floor of the basin)
Permanent Pool Elevation 6.0 ft. (elevation of the orifice)
Temporary Pool Elevation 6.99 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 12 , 8 6 0. 7 5 sq. ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
5.62 ac.
3.13 ac.
(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)
2 6, 3 9 6.0 2 cu. ft. (combined volume of main basin and forebay)
13 , 7 2 7 . 8 7 cu. ft. (volume detained above the permanent pool)
5 , 8 6 2 .0 4 cu. ft. (approximately 20% of total volume)
3.5 ;'�9
(surface area to drainage area ratio from DYVQ table)
1.75 in. (2 to 5 day temporary pool draw -down required)
in. Q L F fr 0
90 % (minimum 85% required)
Form► SAV-102 Rev 3.99 Page 1 of 4

Footnotes:
1 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 non-
standard 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 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.
�i 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)
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.
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.
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 0 does not incorporate a vegetated filter at the outlet.
This system (check one) G does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Attachment to WET DETENTION BASIN SUPPLEMENT
For Evangelical Methodist Church
Drainage Area 1
e. Pond has been designed for 90% TSS removal.
k. The pond is located entirely on the project property with plenty of area available
for access for maintenance of the detention pond.
In. Emergency drain would have to be located below the seasonal water table. Pond
must be emptied by pumping.

Maintenance activities shall be performed as follows:
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 3.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.2 5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 6 .0
Sediment Re oval El. _3 . 7 5 � 75 0
-------------- - Sediment Removal Elevation 2.25 75%
Bottom Ele ation '3 _ o % ------------------------------ 1 . 0--------- I
-�-----
Bottom Elevation 25 /o
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.
Farm SWU-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 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: Richar-d Coston
Title: Trustee
Address: 820 ki ko Road, Eiizabe-th—c.ity,NC 27909
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.
a Notary Public for the State oMoclth Cc,r'z'1 a"
County of GS do hereby certify that R t V-\C ," -cQ
personally appeare before me this _.�ar� day of �uv--k- , arc , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
MARMM It ODOPEI!
NOTARY POWC
PlISQUOTAAK COUIM NC
SEAL
My commission expires U - ( cS - __
Form SWU-102 Rev 3.99 Page 4 of 4

W "�d
ROY COOPER
Governor
NORTH CAROLINA
Environmental Quality
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSONr JR
Interim Director December 7, 2018
Sean Scribner, Pastor
Elizabeth City EMC
820 Old Okisko Road
Elizabeth City, NC 27909
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7050633
Evangelical Methodist Church — Elizabeth City
Pasquotank County
Dear Pastor Scribner:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7050633 for a stormwater treatment system consisting of a wet
detention pond serving the Evangelical Methodist Church located at 820 Old Okisko
Road in Elizabeth City, NC expires on August 29, 2019. 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.
Please submit a completed permit renewal application along with a $505,00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
littps..//deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-iiind-
rules'/stormwater-program/cost-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
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
renewal application. You can request a copy by e-mailing me at
[e-mail].
Sincerely,
/IL-
Roger K. Th�orpe
Environmental Engineer
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Nnrth Carolina Department of Environmental Quality I Division of Energy, Mineral and [,and Resources
Washington Regional Office 194.5 Washington Square Mail I Washington. North Carolina 27889
252-446 6481