SW8961235_HISTORICAL FILE_20070806

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STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
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I PERMIT NO.- SWI 3 __
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i DOC TYPE ❑ CURRENT PERMIT
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❑ APPROVED PLANS
HISTORICAL FILE
j ❑ COMPLIANCE EVALUATION INSPECTION
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DOC DATEDg�iYQ
YYYYMMDD
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[1-wd: GLAD TIDINGS PENTECOSTAL HOLINE
CHURCH-...
Subject: [Fwd: GLAD TIDINGS PI
From: Ed Beck <Ed.Beck@nemail.
Date: Mon, 06 Aug 2007 13:08:27 -
To: David W Cox <David.W.Cox(u
FYI
&d
AL HOLINESS CHURCH--SW8 961235]
il.net>, [e-mail]
Subject: GLAD TIDINGS PENTECOSTAL HOLINESS CHURCH--SW8 961235
From: "Bob Chiles" <[e-mail]>
Date: Mon, 6 Aug 2007 11:30:25 -0400
To: <[e-mail]>
CC: <ggould325I a hotmail.com>
Dear Mr. Beck:
I am responding on behalf of the Glad Tidings Church as relates to your Notice of Violation Letter dated July 6, 2007.
Please note that this letter was addresse4o Mr. Barry Callicutt who is no longer associated with management of the
church property and any future correspondence should be addressed to Mr. Gary A. Gould, Facilities Coordinator at the
same address.
I have reviewed the findings stated in your) letter with Mr. Gould on site and he has agreed that the items listed will be
addressed. The Plan of Action proposed will be to correct the storm water management system construction as listed in
your letter and provide the necessary documentation before January 1, 2008. This time will allow the Church to obtain
the volunteers and funds necessary to co i plete the work.
Please include our office in your future correspondence concerning this project.
Bob
Robert M. Chiles, P.E.
Engineers , Consultants & Marine Surveyors
417-A Broad Street
PO Box 3496
New Bern, North Carolina 28564
Phone: [phone]
Fax: [phone]
bobB robertmch ilesoe.com
I II Content -Type: message/rfc822
GLAD TIDINGS PENTECOSTAL HOLINESS CHURCH--SW8 961235 II
j1 Content -Encoding: 7bit
I of 1 8/6/2007 5:12 PM

Morehead City Pentecostal Churches : Glad Tidings Pentecostal Holiness Church Page I of 2
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Oick Photo to Enlarge Glad Tidings Pentecostal
Holiness Church
f 4621 Country Club Road
���''+r� 1 Morehead City, NC 28557
f 252-726-0160
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http://www.nebeitel)es.com/Ci-ystalCoasilMoi-elicadCitylCiiurcliesAiidRcligiOLISSCrViCeSIl',.. 8/1 b12007

Michael F. Easley, Governor
William G. Ross Jr., Secretary
north C',1FOhmi Dcpartmem ol" Fnvirunmenl and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 22, 2007
Mr. Barry Callicutt, Music Pastor
Glad Tidings Pentecostal Holiness
P.O. Box 811
Morehead City, NC 28557
Subject:: Stormwater Permit No. SW8961235
Glad Tidings Pentecostal
Carteret County
Dear Mr. Callicutt:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8961235
to Glad Tidings Pentecostal Holiness, for a High Density stormwater pond to serve Glad Tidings
Pentecostal on 5/22/1997. This permit expired on 5/22/2007. Section .1003(h) of 15 A NCAC 2H .1000
(the stormwater rules) requires that applications for permit renewals shall be submitted 180 days prior
to the expiration of a permit and must be accompanied by a processing fee, which is currently set at
$420.00. If this is still an active project please complete and submit the enclosed renewal application in
a timely manner. If this project has not been constructed and a permit is no longer needed, please
submit a request to have the permit rescinded. If you have sold the project, or are no longer the
permittee, please provide the name, mailing address and phone number of the person or entity that is
now responsible for this permit. Enclosed is a form for change of ownership, which should be
completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact staff in the stormwater group at 910-796-7215,
Sin rely,
d eck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
North Carolina Division of Water Quality Internet: ws��e;,., newaterr ualimor One
127 Cardinal drive 13xtension Phone [phone] NorthCarolina
Wilmington, NC 28403 Fax [phone] VatuL
An Equal OpportunityiAffirmative Action Employer— 50°% Recycledll0% Post Consumer Paper f/ yra`i!�Ilir

O� W A 7F9
o� °q NCDENR-Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC I!
F
7. 'J H1HEY Bovw5 -
02 1A $ 00.586
0004337146 MAY24 2007
MAILED FROM ZIP CODE 28405
Mr. Barry Caliicutt, Music Pastor
A ❑ INSUFFICIENT ADDRESS \
M( ❑ ATTEMPTED NOT KNOWN ❑ OTHER
❑ Na SUCH NUMBER/ STREET
NOT DELIVERABLE AS ADDRESSED
ABLE TO FORWARD
0-e.A-2;57*0eI f
C$a4�`��3/ �e,aa !! 1 Iti111 IE iEllll lE i! E llliii ! !11 EE!

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State of North Carolina
Department of Environment, Health, and Natural. Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
April 10, 1997
Mr. Robert Chiles, P.E.
PO Box 3496
New Bern, NC 28564
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 961235
Glad Tidings Pentecostal Church
Carteret County
Dear Mr. Chiles:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Glad Tidings Pentecostal Church on April 2, 1997. A preliminary
review of that information has determined that the application is not complete. The following information
is needed to continue the stormwater review:
1. The dimension information is incomplete. Provide specifics on the driveway widths, parking
stall lengths and widths, and sidewalk widths.
2. Are the roof drains represented by those tiny, faint squares on the detail?
3. The new plan shows a new 18 contour added over the existing pavement to force the roof
drainage into the pond. Will this be accomplished by adding asphalt over the existing parking
lot? Have you added this area into the drainage area for the pond? If not, submit revised
calculations.
4. It is not necessary to list the non -impervious grassed areas in the space for the impervious
area breakdown on the application.
5. Peltier Creek is classified SB#, not SA.'
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Chiles
April 10, 1997
Stormwater Project No. SWS 961235
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to May 10, 1997, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
4c�' '�6"
Ms. Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINF01961235.APR
cc: Linda Lewis
Central Files
127 Cardinal drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
417-A BROAD STREET
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
May 1, 1997
Ms. Linda Lewis
N.C. DEHNR
Div. of Environmental Management
127 Cardinal Drive Extension
Wilmington, N. C. 28405-3845
Subject: Glad Tidings Pentecostal Holiness Church
Stormwater Permit and Maintenance Plan
Dear Ms. Lewis:
BDF:pc
BUSINESS: 919-637-4702
NIGHTS: 919,638-2346
FAX: [phone]
� 4 � �0-
0 -.Ar)`
Pleasefind attached the submittal package for the Revised Stormwater Permit and Maintenance Plan
for the Glad Tidings Church, currently under construction.
The revised submittal package includes the following:
1. Original and one copy of the "latest' Permit Application (Revised 5-1-97).
2. (2) Sets of the Revised Stormwater Management Plan -
Sheets 1 or 2& 2 of 2 (Revised 4-15-97)
If you have any questions or determine you need additional information, please contact us at your
convenience.
Yours very truly,
ROBE T M. CHILES -
Barbara D. Francis` CAL
Enclosures
cc: Glad Tidings Pentecostal Church
MECHANICAL, CIVIL, AND MARINE ENGINEERING
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE

.."t.wV44,"r
CARO</
C
GLAD TIDINGS PENTECOSTAL
HOLINESS CHURCH
P. O. BOX 811
4621 COUNTRY CLUB ROAD
MOREHEAD CITY, N. C. 28557
[phone]
PREPARED BY:
ROBERT M. CHILES, P.E.
Engineers & Consultants
P. 0. Box 3496
New Bern, N. C. 28564-3496
[phone]
Revised April 1, 1997
S�ORMWgTER
Q E C E I V E
APR 0 21997
D
D E M
PROS # SLu 401 z35

INDEX
NARRATIVE
PROJECT DESCRIPTION
SITE DESCRIPTION
ADJACENT PROPERTY
SOILS
GENERAL
CALCULATIONS
MAINTENANCE PLAN
CONSTRUCTION PHASE
MAINTENANCE REQUIREMENTS
ROUTINE MAINTENANCE
NON -ROUTINE MAINTENANCE
MAINTENANCE COST
CONSTRUCTION PHASE SCHEDULE
OPERATIONS AND MAINTENANCE PLAN
SEDIMENTATION, EROSION CONTROL & STORMWATER MANAGEMENT
DEHNR POND MAINTENANCE REQUIREMENTS
MONTHLY
QUARTERLY
SEMI-ANNUALLY
ANNUALLY
GENERAL
DRAWINGS TITLED: STORMWATER PLAN FOR GLAD TIDINGS PENTECOSTAL HOLINESS CHURCH
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA

The purpose of this project is to construct a stormwater retention pond to serve the construction of
a new church sanctuary, classrooms, and parking lot for the Glad Tidings Pentecostal Holiness Church. The
area of proposed disturbance is approximately 4 t acres out of a total site area of 13.57t acres. The retention
pond has been sized and will be constructed to collect the first do inch of run-off from the entire new
construction.
The site is partially located within the city limits of Morehead City, Carteret County, North Carolina
and is being developed by the Glad Tidings Pentecostal Holiness Church, owner of the property. The project
site is located on the south side of N.C.S.R. 1117, Country Club Road, east of the intersection of N. C. 24 and
U.S. Highway 70 East. The current site consists of existing brick church facilities, existing parking areas, and
existing storm drainage system. None of this area is to be disturbed as part of this project. Various brick and
block buildings are located on the original property and on the recently acquired property. The new
sanctuary, classrooms, and parking lot are to be constructed west and south of the existing church facility.
The proposed stormwater retention pond shall be constructed south of the new parking lot.
A Sedimentation and Erosion Control Plan has been prepared, submitted, and approved by N. C.
DEHNR on May 15, 1996, project No. 960418CA.
The proposed project is to be built on a portion of the remaining undeveloped land owned and
occupied by the Glad Tidings Pentecostal Holiness Church. The site is bordered on the north by Country
Club Road (NCSR 1117), South by the Atlantic and East Carolina Railroad and a proposed new roadway,
DOT Project No. 980022831, on the West by Taylor Street and on the East by an existing residential
subdivision.
The topography of the site is basically flat, varying about three (3) feet overall, and currently consists
of grassed lawn, asphalt parking, and heavily wooded areas. The existing storm drainage system serves the
existing building and parking facilities. Existing stormwater from County Club Road will be piped directly to
the existing culvert it now drains toward, and discharge from the retention pond through the grass -lined
swales will be connected to the existing drainage outlet.
The site is bounded on the North by N.C.S.R. 1117, Country Club Road, on the South by proposed
N. C. DOT Project No: 980022831, on the west by Taylor Street, and on the east by others (a residential
district) and will not be affected by the work.

The subsurface profile typically consists of soft organic soils; very soft to firm slightly clayey fine
sandy organic silt to depths of 6.5 to 8.5 feet below existing ground surface. The existing ground water is
estimated to be at a depth of 0.5 feet to 3.0 feet below existing grade (based on soil borings) with possible
seasonal fluctuations.
The stormwater collection system herein and on the attached drawings will provide the following
methods for control of sediments and for removal of pollutants from the developed site runoff.
1. Collection of runoff from the site during development of the retention pond with controlled
discharge.
2. Retention of the runoff resulting from the first one (1) inch of rainfall on the parking and roof
areas into the wet pond. Subsequently this runoff will drain over approximately 3 days period
into the respective 247':t grass -lined swale before draining into a temporary sediment trap,
then draining into another 220't grassed -lined swale before draining into a new 24" o RCP
connecting into the existing drainage system at a newly constructed junction box prior to
discharge towards Peletier Creek.
3. A 36'o CMP standpipe riser is provided in the #1 retention pond. For peak runoff
calculations, see attached calculations this report.
4. The retention time for #1 pond is set at 3.13 days using (3) orifice holes at 7/8" equal to
0.0125 sq. ft.
5. The stormwater runoff in excess of the first one (1) inch of rainfall will discharge from
retention pond #1 through the 36" 0 riser at elevation 16.0' towards the outlet and rip rap at
invert 14.4'. Then into a 20' wide outlet spreader to a 20' x 50' vegative filter draining
through approximately 490' ofgrass-lined swale towards the 24" 0 RCP towards the existing
drainage system. The storm pool elevation is set at 16.0' above mean sea level with
emergency discharge along a 50' long x 20' wide channel prior to the emergency spillway.
6. The entire project site to be served by the new retention pond and grass -lined swales is
shown on the set of drawings titled "Stormwater Management Plan for Glad Tidings
Pentecostal Holiness Church" sheets 1 of 2 and 2 of 2, prepared by Robert M. Chiles, P.E.
7. No wetlands have been delineated on this site.
8. The project site will be developed under zone IC of the existing Town of Morehead City's
Zoning Ordinance.
9. Seeding specifications shall be as specified in the approved Sedimentation and Erosion
Control Plan.

Owner shall maintain the pond during the construction phase of the project and after construction is
completed for all routine and non -routine maintenance tasks. Owner shall be responsible for the perpetual
care of the stormwater retention pond.
All erosion and sediment control practices shall be checked for stability and proper operation
following every runoff producing rainfall and in no case less than once every week during
construction. All repairs shall be made immediately and shall be in accordance with the
approved Sedimentation and Erosion Control plan.
The retention pond shall be inspected during the construction phase of the project following
every runoff producing rainfall and in no case less than once a week. Check the
embankment, spillway, outlet, and swale on the pond for erosion damage, and inspect the
embankment also for piping and settlement. Make all necessary repairs immediately.
Remove all trash and other debris from the riser and pool area. Periodic inspection of the
discharge orifice header shall assure that the system is not clogged. The retention pond shall
be inspected for a build-up of sediment. If and when the sediment layer exceeds 18 inches
thick on the average above the design grade, then this sediment shall be removed. At the
close of the construction phase of the project, the pond shall be cleaned of excess sediment
to the designed grade and begin functioning as a storm water retention pond. All regrading
or repairing of the side slopes, seeding, mowing and any and all repairs shall be performed
prior to close-out of the construction phase.
The grass -lined swale from the pond's overflow structure shall be properly inspected and
maintained against erosion, weeds, and woody vegetation choking the discharge from the
pond. All seeded areas shall be maintained to sustain the required vegetation. Any and all
bare areas shall be replanted as necessary, with all repairs made immediately.
11� ► ' i; w �_ Il
Owner shall be responsible for all routine and non -routine requirements associated with the
maintenance of the stormwater retention pond.
Upon completion of earth disturbing activities following completion of the work, the owner
shall inspect the site following every runoff producing rainfall. A written log shall be
maintained of any needed repairs noted at the inspection, the name of the Contractor
completing the repairs, and the date such repairs are completed.

1. Mowing. The side -slopes, embankment, buffer area, areas within the fence, (if any
installed) areas adjacent to the emergency spillway and the grass -lined swales shall
be mowed at least once a month during the main growing season and at least two
other times during the year to prevent woody growth and to control weeds. Grass
shall be mowed to a "meadow -like" condition and shall be maintained according to
Section 6.11 Permanent Seeding of the approved Sedimentation and Erosion
Control Plan.
2. Inspections. The stormwater retention pond shall be inspected (at a minimum) on
an annual basis to ensure that the structure operates in the manner originally
intended. Additional inspections shall be conducted during wet weather, or times
of extreme weather to determine if the pond is functioning properly. Inspection
priorities shall include (but not limited to) the following: checking the embankment
for any erosion, subsidence, cracking, bare areas in the grass, and tree growth; the
condition of the emergency spillway and adjacent area; the fence (if applicable) and
adjacent planting area buffers; the accumulation of sediment; clogging of the decant
orifice structure and outlet pipe; the adequacyof upstream and downstream channel
erosion protection measures including any modifications which have occurred to the
contributing watershed, and the pond structure including the stability of the side
slopes. Inspections shall be carried out with "As -Built" retention pond plans.
Debris and Litter Removal. Debris and litter removal from the surface of the pond
shall be included as a part of the periodic mowing operation. Particular attention
shall be paid to any floating debris around the riser and trash rack, and the decant
orifice structure shall be checked for possible clogging. Any trash found within the
area of the ponds, ditch, and fence (if applicable) shall be removed and disposed
of property according the City and County regulations.
4. Erosion Control. Corrective measures and repairs shall be done to the pond's side
slopes, embankment, emergency spillway and grass lined swale where settlement,
slumping, and erosion has occurred. Repair as necessary the areas adjacent to the
pond and swale within the fence area. Repair or replace the rip rap protecting the
channel near the outlet as required to stop the erosion. All repairs shall be done in
accordance with the original plans and specifications.
5. Nuisance Control. Owner shall maintain the retention ponds and adjacent areas so
as to control the possible problems of weeds, odors, algae, and insects. Proper
maintenance shall take care of most problems except in times of extreme dry
weather. Owner shall also use biological control against mosquitos and algae
through the use of fish and fat head minnows when possible in lieu of chemical
applications.

1. Structure Repairs and Replacement, Owner shall replace all deteriorated inlet/outlet
works and decant orifice structure and pipe riser works when deterioration from use
and age causes them to fail and function properly. Owner shall be responsible for
all costs incurred with their replacement. Replacement shall be in accordance with
original plans and specifications.
2. Sediment Removal. Owner shall be responsible for the removal of excess
accumulated sediment in the pond when the storage capacity is significantly
reduced from the design capacity due to the properly designed and functioning
stormwater retention pond. Owner shall be responsible for all incurred costs of
removal and proper disposal of the sediment in accordance with all local, state, and
federal regulation s.Sediment removal/clean out cyclefor stormwater retention pond
is recommended on a ten to twenty year cycle. Owner shall every five (5) years
measure the depth of sediment above design grade to determine rate of
accumulation and to establish a time line for sediment removal.
Owner shall be responsible for all annual costs of routine maintenance and for any and all non -
routine maintenance costs as they occur throughout the life of the stormwater retention pond and
adjacent grass lined swales.
952Q.awp

r CONSTRUCTION PHASE SCHEDULE
SEDIMENTATION, EROSION CONTROL
& STORMWATER MANAGEMENT
1. All erosion and sediment control practices, and stormwater retention pond shall be checked
for stability and operation following every runoff producing rainfall and in no case less than
once every week during construction.
2. Repair or replace sediment control devices when damaged or when failing to properly
contain sediment. Remove the sediment from the swales and sediment traps when it
exceeds 113 of the depth.
3. The retention pond shall be inspected during construction and when and if the sediment
layer within the pond exceeds 18 inches thick on the average, then this sediment shall be
removed. Upon completion of construction stabilization, the pond shall be cleaned of excess
sediment (to the correct invert) and begin function as a stormwater retention pond.
4. Upon completion of earth disturbing activities following completion
of the work, the owner shall inspect the site following every runoff producing rainfall. A
written log shall be maintained of any needed repairs noted at the inspection, the name of
the Contractor completing the repairs, and the date such repairs are completed.
5. The grass -lined spillway, between the riser and the emergency spillway, and all grass -lined
swales, shall be property maintained to assure no erosion occurs and to prevent any woody
vegetation from choking the discharge from the pond. All seeded areas shall be maintained
such as to sustain vegetation. All bare areas shall be replanted as necessary.
6. Periodic inspection of the discharge orifice header shall assure that the system is not
clogged.
REV. I ALJRICE PHELPS, P#stor
Glad Tidings Pentecostal Holiness Church
P. O. Box 811
Morehead City, N. C. 28557
[phone]
TRUSTEES:
Calvin Wellons, Trustee
2906 Bridges St.
Morehead City, N. C. 28557
[phone]
William Barts, Trustee
130 Celess Lane
Newport, N. C. 28570
[phone]

Ed Sfong, Trustee
106 Anewood Drive
Newport, N. C. 28570
[phone]
CIF i'sZ�- COUNTY
NORTH CAROLINA
o
Swom to and subscribed before me this '
day of U U S �__
Notary Public '+, �r1 •.....• ��,
+��r C�G'i9TY,
My commission expires: 21"3:s'U°:
_ S,16h LA_ k ':�]`1
95213.wen

ROBERT M. CHILES, P.E.
Engineers & Consultants
NEW BERN, NG28560
[phone]
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Engineers & Consultants
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[phone]
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:.` ROBERT M. CHILES, P.E.
Engineers & Consultants
NEW BERN, NC 28560
[phone]
JOB 95713
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ROBERT M. CHILES, P.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
417-A BROAD STREET
P.O. BOX 3496
NEW BERN. NORTH CAROLINA 28564-340
April 1, 1997
Ms. Linda Lewis
N.C. DEHNR
Div. of Environmental Management
127 Cardinal Drive Extension
Wilmington, N. C. 28405-3845
Subject: Glad Tidings Pentecostal Holiness Church
Stormwater Permit and Maintenance Plan
Dear Ms. Lewis:
BDF:pc
A F? 0 a 11997
A
SINESS: 919-637A702
NIGHTS: 919-638-2346
FAX: [phone]
Please find attached the submittal package for the Revised Stormwater Permit and Maintenance Plan
for the Glad Tidings Church, currently under construction.
The revised submittal package includes the following:
1. Stormwater Plan Narrative
2. Original and one copy of the "latest" Permit Application (Revised 4-1-97).
3. Vicinity Maps and portion of USGS Map (1 copy enclosed)
4. Copy of Glad Tidings Church check - application fee (submitted 12-23-96).
5. (2) sets of the Revised Calculations (4 sheets) - sealed
6. Original and one copy of the "Revised Calculations and Stormwater Operation
and Maintenance Plan
7. (2) Sets of the Revised Stormwater Management Plan -
Sheets 1 or 2& 2 of 2 (Revised 4-1-97)
If you have any questions or determine you need additional information, please contact us at your
convenience.
Yours very truly,
Farbara
T M. CHILES, P. .
D. Fran
Enclosures
cc: Glad Tidings Pentecostal Church
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

F�NEL�R�
O
Q
w
N �
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MAURICE PHELPS
1 1 Senior Pastor
TIM MARRINER
Assistant Pastor
February 28, 1997
State of North Carolina
Division of Water Quality
Att: Rick Shiver
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
OfaafgL162,91 CLTafi MAR 4 3 1447
g621 C'ounizy C'f'u. c�?oaal ••._ .
�ozeLad City, ::.-MC 2fs557
BARRY CALLICUTT
61!L f F� Music Pastor
tczc U rcE: 726-D760, y26-0L503
TERRY BARTS
Youth Pastor
RE: Storm Water Permit No. SW8 961235
Subject: Certified letter P 146 526 201; Glad Tidings Church
Dear Mr. Shiver:
hi response to your letter of February 20, 1997,
1. Attached is a schedule or "Plan of Action" to correct the violations noted in your letter.
2. Mr, Robert Chiles has alreadv submitted revised Dlans for an_vroval. You should already have a
copy in your office.
3. All construction on the site has ceased until we have received the revised Storm water approval.
Yours tr
ly, 41�*-
JJ Qu
Barry D, Callicutt
Administrativc Assistant
Enclosure
"Healing the Hurting"

GLAD TIDINGS CHURCH
PLAN OF ACTION - EROSION CONTROL
1. Install silt fence on the perimeter of the site construction area.
2. Dig sediment trap with stone and silt fence to hold soil run off.
3. Fences and silt trap will commence Feb. 28, 1997, and be in place and completed by March 7, 1997.
4. Revised erosion control plans have been submitted.
After approval of plan, commence with the construction of the storm water pond before starting the
parking area and paving.

� SCATE o
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
March 5, 1997
Mr. Robert Chiles, P.E.
Post Office Box 3496
Newbern, NC 28564
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 961235
Glad Tidings Pentecostal Holiness Church
Carteret County
Dear Mr. Chiles:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Glad Tidings Pentecostal Holiness Church on February 19, 1997. A
preliminary review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. The orifice design is questionable -not the size, but the way it is arranged in the outlet
structure. Will the 4" pipe be closed ended with the smaller holes drilled in it? Please be more
specific on where the holes will be drilled and how the attach the 4" pipe to the structure.
Most orifices are designed so that they slope down at a 45 ° angle outside of the riser below
the permanent pool water level, automatically providing resistance to trash clogging the
orifices. Yours slopes downward from the permanent pool inside the riser, creating a potential
clogging nuisance condition. A trash rack must be designed for the orifice, or the orifice must
be repositioned so that it is outside of the riser and slopes down below the permanent pool,
with the outlet invert at the permanent pool elevation.
2. Please show roof drain locations for the new building and indicate on the plans that they must
be directed so that they are picked up by the pond. Roof drains may not spill out onto the
pavement on the south or east sides of the new building.
3. Add a bermed area around the new catch basin to keep runoff from the new building and
parking from bypassing the pond.
4. Delineate all wetlands on site, or note on the plans that none exist.
127 Cardinal Drive Extension, Wilntingm, N.C. 28405-3945 • Telephone [phone] • Fax [phone](X)4
An Equa] opportunity Afhnnative Action Employer

Mr. Chiles
March 5, 1997
Stormwater Project No. SW8 961235
----------------------------------------------
5. The pond design for Pond 2 is based on 90% impervious in your calculations, but you report
that both the impervious and the drainage area are 10,200 square feet, therefore 100%
impervious should be used. The surface area for Pond 2 is deficient..
6. Please refer to the SAIDA table used as either 85 % TSS or 90% TSS, not chart 3 and chart
4. If using Chart 3, the 85 % TSS table, you must provide a 30' wide vegetated filter prior
to discharge into the Swale.
7. The following items were previously requested and not provided in this submittal:
a. Dimension the permanent pool, the buildings, parking and sidewalks.
b. Provide a trash rack for the orifice.
C. Provide spot elevations around the building.
d. The forebay weir must be at least permanent pool elevation, but less than design pool
elevation.
e. Label the 6:1 vegetated shelf, its begin and end elevations, and the type of wetland
species to be planted.
8. The pond information must be split out on the application form. Each pond has its own
column.
9. Please show the calculations for the forebay sizing. It must hold 20% of the total volume
above the permanent pool.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to April 5, 1997, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. If you have any questions concerning this matter please feel free to call me at (910) 395~-
3900.
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINF01961235.MAR
cc: Linda Lewis
Central Files

417-A BROAD STREET
P.O. BOX 3406
NEW BERN, NORTH CAROLINA 20564-3496
Ms. Linda Lewis
N.C. DEHNR
Div. of Environmental Management
127 Cardinal Drive Extension
Wilmington, N. C. 28405-3845
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
February 18, 1997
Subject: Glad Tidings Pentecostal Holiness Church
Stormwater Permit and Maintenance Plan
Dear Ms. Lewis:
rM
FEB 18 1991
10""0................. BU NJESS:919-637-4702
NIGHTS: 919-638.2346
FAX: [phone]
STORMWATER
Pleasefind attached thesubmittal package for the Revised Stormwater Permit and Maintenance Plan
for the Glad Tidings Church, currently under construction.
The revised submittal package includes the following:
1. Stormwater Plan Narrative
2. Original and one copy of the "latest" Permit Application (Revised).
3. Vicinity Maps and portion of t1SGS Map (1 copy enclosed)
4. Copy of Glad Tidings Church check - application fee (submitted 12-23-96).
5. (2) sets of the Revised Calculations (5 sheets) - sealed
6. Original and one copy of the "Revised Calculations and Stormwater Operation and
Maintenance Plan
7. (2) Sets of the Stormwater Management Plan - Sheets 1 or 2 & 2 of 2
If you have any questions or determine you need additional information, please contact us at your
convenience.
Yours very truly,
ROBERT M. CHILES, P.E.
Barbara D. Francis
BDF:jrf
Enclosures
cc: Glad Tidings Pentecostal Church
MECHANICAL, CIVIL, AND MARINE ENGINEERING
COMMERC$AL, INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE

STORMWATER PLAN
NARRATIVE
GLAD TIDINGS PENTECOSTAL HOLINESS CHURCH
Rainfall on the existing church sanctuary and classrooms is collected in an existing system
of catch basins and drainpipe.
Rainfall on the western side parking, roadway and buildings will be collected in a diversion
swale around the new retention pond.
The diversion swale will collect stormwater from the southeast corner of the property
through an existing swale and culvert.
Rainfall on the new building and parking area will sheet flow across the parking lot towards
a rip rap flow dissipating structure into the forebay of the retention pond, stored and
decanted over a period of approximately three (3) days.
The south parking expansion is not planned for construction at present, but will be built at
a future date. Stormwater from this parking area will be collected in a catch basin and
flowed into a separate retention pond decanting over a period of approximately three (3)
days.
For further details see calculation sheets 1-5 and Stormwater Plan sheets 1 & 2.
STORMWATER
95213.nar

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PENTECOSTAL HOLINESS CHURCH
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` STATE a
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
January 16, 1997
Mr. Robert Chiles, P.E.
Post Office Box 3496
New Bern, NC 28546-3496
Subject: NOTICE OF RECEIPT AND REQUEST FOR
ADDITIONAL .INFORMATION
Stormwater Project No. SW8 961235
Glad Tidings Pentecostal Holiness Church
Carteret County
Dear Mr. Chiles:
The Wilmington Regional Office received a Stormwater Management Permit Application for Glad
Tidings Pentecostal Holiness Church on December 27, 1996. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review;
SUBMITTAL DOCUMENTS
1.. The permit application has been revised. Please submit the revised application, enclosed.
Z2. The Operation and Maintenance Plan submitted is not acceptable. It deals with maintenance
only for 12 months following construction. Please have the owner sign the enclosed O & M
plan which will cover all State required maintenance for the life of the project.
rye"�
Qko 3. Attachment A to the permit application is required in order to restrict the "subsequent future
development" referred to in your project description. Please note this development on the
a plans, and account for in the pond design.
4. Only one plan street was received. Your narrative indicates that there are 4 sheets.
✓ 5. The calculations must be sealed. The cover sheet that is sealed only indicates that the
document is an Operation and Maintenance plan, and does not contain the calculations.
127 Cantinal Drive Extension, Wilmington, N.C. 28405-3845 • Te!ephone 910-395-39)0 • Fax [phone]W
An Equal Opportunity Affirmative Action Ernplotier

Mr. Chiles
January 16, 1997
Stormwater Project No. SW8 961235
----------------------------------------------
CALCULATIONS
6(0'10�Z, Which chart was used to determine the SA/DA?
2. Please report the permanent pool and design pool contour elevations and the surface areas
provided at those elevations. Pond design for the State is basically a comparison between the
minimum requirements of the State and if the actual pond design meets them.
✓ 3. The SA/DA ratio is based on the drainage area to the pond, which must include at a
minimum, all the new impervious areas, and all existing impervious or grassed areas that are
not diverted around the pond.
C'f'`C'5 (V 4. Please show how you arrived at the fact that the pond is able to store 14,700 cubic feet.
5. Based on what I could get out of your sparse calculations, it appears that the orifice will be
(% too small to meet the required drawdown time. Please base the orifice size on the actual
volume stored in the pond between the permanent pool and the design pool.
�r7 6. How did you determine that Q = .034 cfs for sizing the orifice? Is this an average flowrate
for the 2-5 day drawdown time?
3
PLANS
1. I am unable to distinguish the proposed additions from the existing development. Please
provide shading or highlight the proposed additional buildings and parking. One building
labelled.as a new addition is hatched the same as another building that is labelled as existing.
Another building labelled as existing has no hatching.
2. Please delineate the drainage area to the pond with a colored marker. Remember to include
all new impervious areas, and any existing impervious or grassed areas that cannot be routed
around the pond.
P, \ 3. Please add spot elevations for the pavement and around the buildings so that the proposed
drainage patterns can be determined.
0o� 4. Please dimension the permanent pool contour, the parking areas, sidewalks, and the new
�o building.
127 Cardinal Drive Extension, Wilmington, N,C. 28405-3845 • Telephone [phone] • fax [phone]
An Equal Opporasniry Affirmative Action Employer

Mr. Chiles
January 16, 1997
Stormwater Project No. SW8 961235
5. Add a pond section detail which indicates the required 3:1 slopes above the permanent pool,
the elevations of the permanent pool and design pool, the location of and begin/end elevations
for the 6:1 vegetated shelf, and the forebay.
p 6. A forebay must be designed to hold 20% of the available storage volume, and it must be
shallower that the main pond body, separated by a low weir wall of earth or timber. The
elevation of the weir wall should be at least at the permanent pool, but no higher than the
design pool.
7. A trash rack must be added to the outlet structure for both the orifices and the riser.
8. A 6:1 vegetated shelf to be planted with wetland species is required around the perimeter of
the pond. It must be located close to the permanent pool to encourage periodic inundation of
the plantings.
���� 9. It appears that some proposed asphalt in the southeast corner is not collected by the detention
�n
dL7 pond. All new impervious areas are required to be collected and treated prior to discharge.
You may elect to convert the grassed s«ale to a detention pond.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to February 16, 1997, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Nis. Linda Lewis
Environmental Engineer
KE/arl: S:IWQSISTORMWATIADDINFO1961235.JAN
CC' Linda Lewis
Central Files
3

417-A BROAD STREET
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
ROBERT M. CHILE WMETMr'
ENGINEERS, CONSULTANTS
& D E C 2 7 1996
MARINE SURVEYORS
BUSINESS: 919.637-4702
-.)i�n•� s- NlGHT5: 919.638.2346
FAX: [phone]
LETTER OF TRANSMITTAL
TO: _/� C_ )�A/U%� DATE:
/t' X) rA ATTN:
�I�rU�CE/A/ 27- REF:
GENTLEMEN: We are sending you:
0( ATTACHED
❑ PRINTS
❑ COPY OF LETTER
❑ MYLAR
DESCRIPTION:
❑ UNDER SEPARATE COVER
❑ PLANS
❑ OTHER
THESE ARE TRANSMITTED AS CHECKED BELOW:
3 FOR APPROVAL
❑ FOR YOUR USE
❑ AS REQUESTED
❑ OTHER
REMARKS:
A/5
L t /
❑ SPECIFICATIONS
/J; 2 c mlzE 5 E,>' aF T,S�t
'iS STa�m-
o v
❑ FOR REVIEW OR COMMENT
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
I
N/IUAG'A'1W:V7- FdZ 7116 7-IDI ),1f /1114'Ch" 6-Y,'W lJSiDti
COPIES TO:
(IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE)
MECHANICAL, CIVIL, AND MARINE ENGINEERING
COMMERCIAL. INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
MARINE HYDROGRAPHIC AND LANO SURVEYS
BOUNDARY SURVEYS AND MAPPING SERWCE