SW8961235_CURRENT PERMIT_19970522

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
F5 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
f

St2vte of North Carolina
Dpartment of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Water Quality
JaI es B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
May 22, 1997
Mr. Barry Callicutt, Music Pastor
Glad Tidings Pentecostal Holiness
PO Box 811
Morehead City, NC 28557
Subject: Permit No. SW8 961235
Glad Tidings Pentecostal Holiness
High Density Commercial Stormwater Project
Carteret County
Dear Mr. Callicutt:
Thl Wilmington Regional Office received the Stormwater Management Permit Application for Glad Tidings Pentecostal
Holiness on February 19, 1997, with final information on May 7, 1997. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000.
We are forwarding Permit No. SW8 961235 dated May 22, 1997, for the construction of Glad Tidings Pentecostal Holiness.
This permit shall be effective from the date of issuance until May 22, 2007, 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 an y 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 y lu have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910)
395 j3900.
.Sincerely,
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/arl: S:1WQSISTORMWATIPERMIT1961235.MAY
cc: Robert Chiles, P.E.
Garry Yeomans, Carteret County Inspections
Linda Lewis _ _ _....
CWilmington-Regional Offic
Central Files
P.Q. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SWU61225
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
HIGH DENSITY DEVELOPMENT
accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
d other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Glad Tidings Pentecostal Holiness
Glad Tidings Pentecostal Holiness
Carteret County
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC
214 .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
QuIality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 22, 2007 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
2.
0
This permit is effective only with respect to the nature and volume of stormwater described in the application and other
supporting data.
This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 101,750 ft2 square
feet of impervious area.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

E
State Stormwater Management Systems
Permit No SWR 961235
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Pr 6 ject Name:
Glad Tidings Pentecostal Holiness
Permit Number:
961235
Location:
Carteret County
Applicant:
Mr. Barry Callicutt, Music Pastor
Mailing Address:
Glad Tidings Pentecostal Holiness
PO Box 811
Morehead City, NC 28557
Application Date:
February 19, 1997
Water Body Receiving Stormwater Runoff:
Peltier Creek
Classification of Water Body:
"SB#"
k
If Class SA, chloride sampling results:
NIA
Ponl Depth:
4 FMSL
Permanent Pool Elevation:
14.5 MSL
Tot li Impervious Surfaces Allowed:
101,750 square feet
Offs ite Area entering Pond:
None, per Engineer
Regiired Surface Area:
6,590 square feet
Proided Surface Area:
7,240 square feet
Req>�ired Storage Volume:
8,137 cubic feet
Provided Storage Volume:
14,402 cubic feet
Teml{porary Storage Elevation:
16 MSL
Controlling olling Orifice: 3 07/8" pipes
3

State Stormwater Management Systems
Perms Nn. SWR 961235
4.1 The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.
The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
6.1 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require,a modification to the permit.
7. 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.
H. 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 it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
1 b. During construction, erosion shall be kept to aminimum and any eroded areas of the system will be repaired
immediately.
2. 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. 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.
4. 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.
4

State Stormwater Management Systems
5) 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 instaIIed 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.
6. 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.
III. GENERAL CONDITIONS
I
2.
3.
4
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.
Failure to abide by the conditions and Iimitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have
jurisdiction.
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.
The permittee grants DEHNR Staff permission to enter, the property for the purpose of inspecting all components of
the permitted stormwater management facility.
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.
issued this the 22nd day of May, 1997.
NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4.1 L -Q:", L1-/
A. Preston Howard, 'Jr.,-P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 961235
W

State Stormwater Management Systems
Pit-Na._SWR _ 61235
Glad Tidings.Pentecostal Holiness
Stormwater Permit No. SW8 961235
Carteret County
Engineer's Certification
I, _ , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (period icallylweekly/f ill 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.
deviations from approved plans and specification:
Registration Number
2

DIVISION OF WATER QUALITY
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
GENERAL INFORMATION
(Please print clearly or type)
1. Project Name Glad Tidings Pentacostal Holiness Church
2. Location, directions to project (include County, Address, State Road) Attach map. Carteret County
4621 Country Club Road, Morehead City, N. C. (NCSR 1177)
Glad Tidings Pentacostal
jOwner's Name Holiness Church Phone [phone]
I
Owner's Mailing Address P. 0. Box B11
City Morehead City
l
Nearest Receiving Stream
I
Country Club Road
State N • C ' Zip 28557
Peletier Creek to Bogue Sound Class S*W&ters
Project description To construct
new church sanctuary, classrooms, and parking lot
for the,Gl.ad Tidings Pentacostal Holiness Church
II. PERMIT INFOWNI-ATION
1. Permit No. (To be filled in by DWQ) (Project No. SWB 961235 )
Submitted 12-23-96
2. i ApplicationDate (Revised Form) April 1, 1997 Fee enclosed S 385'.00
3, Permit Type: X New Renewal Modification (existing Permit No.)
4. Project Type: Low Density X Detention Infiltration Redevelop General Alter Offsite
5. Other State/Federal Permits/Approvals Required (Check appropriate blanks)
Approved May 15, 1996
CAMA Major Sedimentation/Erosion Control X 404 Permit
III. BUILT UPON AREA (Please see NCAC 2H.1005 thru .1007 for applicable density limits)
Drainage Drainage Breakdown off lmecn v?ousAren
Basin Basin (Please indicate below the design impervious area)
Classification _ -SABuildings 16,750 sq . ft .
Existing Built -upon Area 183,500 Streets
Prop Iosed Built -upon Area 101,750 Parking/SW 85, 000
Total Project Area 591,110 Other. --
% B ilt-upon Area 48% T Totals 101, SO
IV. STORiVTWATER TREATMENT (Describe how dre runoff will be treated)
Runoff from parking area, roofs, etc. shall flow into the retention pond, draining
over approximately 3 days into a grass lined outlet swale to a culvert connecting
Ito an existing drain towards an eventual outlet, Pele'tier Creek.

' •'V. l DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the Iand, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. I OWNER'S CERTIFICATION
If 11kk A _
I,d 0a111 Cu it C 14 rC; r�tl certify that the information included on this permit
{Pleas print or type twine ckarty}
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below named person or firm to submit stormwater plans on my behalf.
—�) rA� A'A- g—y,— J/— /--
/Authorized Agent Signature and Title - Date
VIL I AGENT AUTHORIZATION wvsr BE compLE=)
Person or firm name _ ROBERT M. ,CHILES. P. E_. , Engineers & Consultants
Mailing Address P . 0. Box 3496
City New Bern
State N . C .
Zip28564-3496
Phone [phone]
Fax -
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: � ApplicantlWiRO//Central Files
Office use only
STORMWATER
E C E I V E
APR 0 21997
P D � .S

Project Name:
I.
I�
POND MAINTENANCE REQUIREMENTS
AD- TIDINGS PENTECOSTAL HOLINESS CHURCH project No. SW8 -961235
GLAD .TIDINGS.PENTECOSTAL HOLINESS CHURCH
Phone No. (919) 726-01,60
Iress: • 46�11L Country Club Road, Morehead City, N. C'. 1
28557
Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, - repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
Quarterly:
A. - Inspect the collection system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be clearer( from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting. Riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III! Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The forebay depth will be checked at various points. Sediment removal is required when
the depth is reduced to 75 % of the original forebay design depth of 4' ' .
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year
as necessary.

1 02/17/97
18:38
'$919 247
0594
F51-17-97 MON
3:31 ?M
ROBERT M
CEIL S F.E.
GLAD TIDINGS
FAX NO. 9196373100
F. 3
Z002,__
POND MAINTENANCE REQUnUZM n
PAGE 2
1�
IV. Annually;
A. The pond depth wdl be checked at v1dom points- Sediment removal is required when tEsc
depth is seduced to 75 % of the origh►al design depth or 3' , whichever is greWr. Design
depth is 4 ', measured vertically frow the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V_ General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be mmoved when they
cover more than 112 the surface area of the pond. The best time to cut them is at the end
of the growing season, irl Novemher. Envimamentally sensitive chemical for use in krMin' g
cattails can also be used. Contact your nearest Agricultural Extension Agent.
C. The orifice/putnp is designed to draw down the pond in 2-5 days. Xf dmwdown is not
accomplished in that time, the orifice will be replaced with a larger or smaller orifice.
Slow dmwdown may be attributed to a clogged systt m. The source of the clogging will
be found and eliminated-
D. All con onezts of the detention pond s Lem will be t in working F P° 7►'S kept good king order. Repair
or replacement components will mea the original design specifications as per the approved
stermwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
VI. Special Requirements:
I
�I
1
z: s , hereby acknowledge that I am the financially
(please print or ryA iLmm cleQrty)
responsible party for maintenance of this detention pond. I will be responsible for the pedormaoce of the
I
mal intenance as outlined above, as part of the Stonnwater Management Permit received for this prodeck.
5i Igmature• � J
1
DA/arl: 5;1WQSISTORMWATI FORMSIO&M-POND.FOR
4

RECEIVED FEB 2 1996
r 0
'ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
a
417-A BROAD STREET MARINE SURVEYORS BUSINESS 919-637-4702
I P.O. BOX 3496 NIGHTS: 919-638.2346
I NEW BERN, NORTH CAROLINA, NC 28564-3496 FAX: [phone]
4
I ,
I
` LETTER OF TRANSMITTAL
1
1
TO N.C. DEHR
I 127 Cardinal Road
Raleigh, N. C. 28405
We are sending you: `
I eATTACHED
UNDER SEPARATE COVER
I DESCRIPTION:
DATE: January 30, 1998
ATTN: Ms. Linda Lewis
REF: Stormwater Project No: SW8 961235
COPY OF LETTER SPECIFICATIONS
PRINTS PLANS
MYLARS q BID / QTY. SCHEDULES
x OTHER: Engineer's Certification
Engineer's -Certification- on Glad Tidings Pentecostal Holiness Church
I - - -
I,
I
I` THESE ARE TRANSMITTED AS FOLLOWS:
{ FOR APPROVAL
x FOR YOUR USE
AS REQUESTED
FOR OFFICIAL SIGNATURE
OTHER:
i
I
IR EMAR KS:
I
I
FOR REVIEW OR COMMENT
FOR BIDS DUE:
PRINTS RETURNED AFTER LOAN TO THIS OFFICE
I
If you need anything additional, please' feel free to call-
I
I ,
ROBERT M. CHILES, P.E.
I
I .
1
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDRGGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD
FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE
I I

Glad Tidings Pentecostal Holiness Church
Carteret County
Stormwater Project No. SW8 961235
Engineer's Certification
iI, Robert M . Chiles, P.E. , as a duly registered. Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically/weekly-fulltime) the construction of the
project,
Glad Tidings Church ^ (Project)
Glad Tidinns Pentecostal.
for Holiness _Church (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.
Please note an deviations from the a loved plans below:
Y PP,
Signature
4
Registration Number
I
Date January 30
1
5365
1998
L53SAUSEAL55
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