SW8050216_HISTORICAL FILE_20050520

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 90� Az
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Fax: [phone]
Office: 910.754.8029
May 20, 2005
East Coast
Engineering Company, P.A.
Consulting Engineers
Mr. Paul Bartlett
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Fore Christ Ministry - Stormwater Project No. SW8 050216
Brunswick County, NC
Request for Additional Information
Dear Mr. Bartlett:
4918 Main Street
Post Office Box 2469
Shallotte, NC 28459
MA`S S 0pLUU'2r 6
rSw�_
We received your request for additional information on 5/19/05. Please note the following',
remedies for the items listed in your request.
1. Please delineate the drainage area for the future built -upon area allocation on Drawing CI
and add a note stating that: (a) the area is not included in the design of Infiltration Beds 41
and #2, and (b) a stormwater control measure per 15A NCAC 2H.1008(a) and a separate
stormwater permit will be required prior to any development in the future allocation area.
The area has been delineated on sheet C1 and a note has been added to the plan as per
your request above. Sheet C1 has been included with this response.
2. Please darify the i�filtra6w rate The caku&tiora list 1. 5 inIn n a7d the suppler� list 1. 5 in/br:
The infiltration rate on the supplements has been changed to indicate 90 in/hr to match
the calculations. Page 1 of the supplements has been included with this response.
Thank you for your continued assistance in this design. If you have any questions or require any
additional information, please contact our office.
Sincerely,
4
J. Christian Russell
Enclosures
copy: Dr. Decarol Williamson
File: 1900.24 (Fore Christ Minim))

P. 1
PILE -MODE
253 MEMORY TX
COMMUNICATION RESULT REPORT ( MAY.19.2005 11:22AM ) * * *
TTI NCDENR WIRO
---OPTION
----------------ADDRESS -(GROUP)---------------PAGE
91910754eO49
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date. May 19, 2005
To: David B. Bowman, P.E.
Company: East Coast Engineering
FAX #: [phone]
P. 3/3
William G. Ross, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050216
Project Name: Fore Christ Ministries
MESSAGE:
David,
Additional Information request letter attached. The original will be mailed to Dr,
Williamson, and a copy will be mailed to you,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: May 19, 2005
To: David B. Bowman, P.E.
Company: East Coast Engineering
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050216
Project Name: Fore Christ Ministries
MESSAGE:
David,
Additional Information request letter attached. The original will be mailed to Dr.
Williamson, and,a copy will be mailed to you.
ENBlptb: S:1WQSISTORMWATERIADDINF0120051050216
127 Cardinal Drive Extension, Wilmington, NIC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
4
e

l ; �GF W ATF9Q Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 19, 2005
Dr. Decarol Williamson, Owner
Fore Christ Ministries, Inc.
2618 New Village Way
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 050216
Fore Christ Ministries
Brunswick County
Dear Dr. Williamson:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Fore Christ Ministries on February 14, 2005 and revised applications on May 10 and May 17,
2005. A preliminary'review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
Please delineate the drainage area for the future built -upon area allocation on
Drawirig C1 and add a note stating that: (a) the area is not included in the design
of Infiltration Trench Beds #1 and #2, and (b) a stormwater control measure per
15A NCAC 2H.1008(a) and a separate stormwater permit will be required prior to
any development in the future allocation area.
2. Please clarify the infiltration rate. The calculations list 1.5 in/min and the
supplements list 1.5 in/hr.
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 26, 2005, 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 need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
North Carolina Division of Water Oual4y 127 Cardinal Drive Extension Phone [phone] Customer Service s-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc us
NorthCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

i
Dr. Decarof Williamson
May 19, 2005
Stormwater Application No. SW8 050216
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Since ely, J
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:1WQSISTORMWATERIADDINFO120051050216
cc: David B. Bowman, P.E., East Coast Engineering, P.A.
Paul Bartlett
f.
Page 2 of 2

17 05 02:34p
East Coast
Engineering Company, P.A.
�? Consulting Engineers
PAGE 1 OF 6 (including cover page)
TO: Mr. Paul Bartlett
or Division of Water Quality
AT 127 Cardinal I]rive Ext.
Wilmington, NC 28405
PHONE[phone]
FAX # [phone]
SUBJECT: Fore Christ Ministries
Paul,
DATE: 05/17105_
FROM Chris Russell
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
PHONE # [phone]
FAX # 910.754A049
As we discussed on the phone, please find the response to the request for
additional information. I hope this is what you needed. Let me know if there
is anything else you require. Thanks and good luck with your workload.
Chris
�CFX70-
W
1. 7 .
�
LBY
pc: File; 1900.24 (Fore Christ Ministry)
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

Mai 17 05 02:34p
p-z
Fax: [phone]
Office: 910.754.8029
May 17, 2005
East Coast
Engineering Company, P.A.
Consulting Engineers
Mr. Paul Barlett
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wdmington, North Carolina 28405-3845
Subject: Fore Christ Ministry - Stormwater Project No. SW8 050216
Brunswick County, NC
Request for Additional Information
Dear Mr. Bartlett:
4918 Main Street
Post Office Box 2469
Shallotte, NC 28459
�EIVF
M jYgl.oJ005
�- tG
We received your request for additional information on 5/17/05. Please note the following
remedies for the items listed in your request.
1. Please revise Section H1.6 of the application to include the three columns: one for the total
site, as provided, and one for each of the two drainage areas to the infiltration systems.
Please note t third c=iin�Jrilt=ration
=yysteM
which lists the area that will sheet flow to the
ale and not enter-th��L 4.
2. Please darity the znperuw area ourms cn dv apphcad= The tatal gfirrperaw area is 216,59 squaw feet
c,n the applicaiian (80916) and 54,501 sq=r fwt in the rakuUticm (20 %). Plazerrukeanym&ibdoUngesto
the arladatiorls/design and the applaraam arx1 suppkrtvrt fora.
0
1 The total built upon area on the application should read 20%, not 80% as shown. That
w uld make the total impervious area equal to the 54,501 square feet as shown on the
gZations���w .
e 7d e apprtl mte to= for the i4V6aam rate in Sidon 11 or dx srrpplerrerrt
As discussed, I am sending page 1 of the supplement with the appropriate units circled.
If you have any questions or require any additional information, please contact our office.
Sincerely,
J. Christian Russell
copy: Dr. Decarol Williamson
File: 1900.24 (Fore Christ Ministry

s
P. 1
FILE MODE
199 -MEMORY TX
* COMMUNICATION RESULT REPORT ( MAY.17.2005 1:26PM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) --- --
--- ------------------------------------------ - ------RELT PAGE
---------------
97549049
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL.
- -_. E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: May 17, 2005
To: David B. Bowman, P.E.
Company: East Coast Engineering
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050216
Project Name: Fore Christ Ministries
MESSAGE:
David,
Additional Information request letter attached. The original will be mailed to Dr.
Williamson, and a copy will be mailed to you.
P. 3/3
"I

r
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: May 17, 2005
To: David B. Bowman, P.E.
Company: East Coast Engineering
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050216
Project Name: Fore Christ Ministries
MESSAGE:
David,
Additional Information request letter attached. The original will be mailed to Dr.
Williamson, and a copy will be mailed to you.
ENBlptb: S:1WQSISTORMWATERIADDINF0120051050216
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

10F WA��9p Michael F. Easley, Governor
`p G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
>
o r Alan W. Klimek, P.E. Director
Division of Water Quality
May 17, 2005
Dr. Decarol Williamson, Owner
Fore Christ Ministries, Inc.
2618 New Village Way
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 050216
Fore Christ Ministries
Brunswick County
Dear Dr. Williamson:
The Wilmington Regional Office received a Stormwater Management Permit. Application for
Fore Christ Ministries on February 14, 2005 and a re -submitted application on May 10, 2005.
A preliminary reviei of that information has determined that the application is not complete.
The following information is needed to continue the stormwater review:
1. Pleas4-revise Section 111.6. of the application to include three columns: one for
the total site, as provided, and one for each of the two drainage areas to the
infiltration systems.
2. Please clarify the impervious area entries on the application. The total of
impervious area is 216,591 square feet on the application (80%) and 54,501
square feet in the calculations (20%). Please make any needed changes to the
calculations/design and the application and supplement forms.
3. Please circle the appropriate units for the infiltration rate in Section 11. of the
supplement..
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 23, 2005, 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 need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
North Carolina Division of Water Quailty 127 Cardinal Drive Extension Phone [phone] Customer Services-877-623.6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
One
NorthCarolina
Naturally

Dr. Decarol Williamson
May 17, 2005 ..:
Stormwater Ap6jication No. SW8 050216
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and'
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Paul T. Bartlett-P.E.
Environmental Engineer
ENBlptb: S:1WQSISTORMWATERIADDINFO120051050216
cc: David B. Bowman, P.E., East Coast Engineering, P.A.
Paul Bartlett
Page 2 of 2

East Coast
Engineering Company, P.A.
Fax: [phone]� Consulting Engineers
Office: 910.754.8029
May 9, 2005
Mr. Paul Bartlett
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Fore Christ Ministry
Brunswick County, NC
High Density Project - Express Submittal
Dear Mr. Bartlett:
4918 Main Street
Post Office Box 2469
Shallotte, NC 28459
7 t4)
r -
On behalf of our client, enclosed is a re -submittal package for Fore Christ Ministry located in
Brunswick County, NC. The original package was submitted on 2/15/05. The project is a high
density commercial project, and runoff will be directed by underground pipes to an underground
trench infiltration system. The following presents the various components of the enclosed
submittal package:
One original and one copy of the StamwterManagmvPemitApplication Form
2. One original and one copy of the Igir ration Tnm& Supple» v to the Stormwater Plan.
3. Two sets of plans, sheets C2, and C3.
4. A Project Narrative, sheet 1 of 1.
5. Calculations pages.
If you have any questions or require any additional information, please contact our office.
Sincerely,
J. Christian Russell
Enclosures
copy: Dr. Decarol Williamson
File: 1900.24 {Fore Christ Ministry]

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
Fore -Christ Ministries Site
Calabash, NC
STORMWATER AND EROSION CONTROL NARRATIVE
The Fore Christ Ministries site is located in Brunswick County on NC 179 (Old Georgetown Road)
approximately 3.4 miles south of the intersection of NC 179 and NC 904. Fore -Christ, Inc.
proposes land clearing and grubbing activities only in preparation for a future commercial building.
The total project area is 6.22 acres and the total disturbed area is calculated to be 6.0 acres.
Future stormwater runoff will be routed using curb inlets and underground pipes to an underground
infiltration trench system
Temporary diversions shall be installed around the perimeter of the site and will be routed to a
temporary sediment basin, which will be used to prevent any significant amounts of sediment from
leaving the site. These measures shall be inspected regularly, and the accumulated sediment
removed to prevent the conveyance of sediment to any off -site areas.
The primary permanent erosion control measures that will remain after the temporary measures are
removed will be permanent grassing.
._:-�':it'l VEJ—
MAY 10 2005

i
East Coast
Engineering Company, P.A.
�e Consulting Engineers
PAGE 1 OF 2 (including cover page)
TO: Vincent Lewis
OF Soil Scientist, NCDENR
PHONE# [phone]
FAX �.Sn-2004
SUBJECT: Fore Christ Ministries, Williamson
FROM Cynthia B
of:
Gy�21�
DATE: _ 4111 /05
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallone, North Carolina 28459
PHONE # [phone]
FAX # [phone]
Per your telephone conversation with Chris Russell, attached is a drawing showing
the area to be tested for water table and infiltration system.
If you should have any questions, please do not hesitate to call.
pc: File; 1900.24 - Fore Christ Ministries, Williamson
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

rt �+
a
N
0
w
N
y
4
y
N
� p
u
r-----M_-- -- 3
1
Wu
f
i 1
1
Pax Noto
S

Feb 07 05 11:42a
L
Fax: [phone]
Office: 91 0.7y1.R029
February 7, 2005
East Coast;Engineer rig:Co -910 754 8049 p.2
SW9 D5c)
"East Coast
Engineering Company, P.A. 4918 Main Street
Consulting Engineers Post Office Sox 2469
Shallotte, NC 28459
Mr. Carneron Weaver
Express Permitting Officer
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Fore Christ Ministry
Brunswick County
Express Permit
Dear Mr. Weaver.
On behalf of our client, this letter is to initiate an Express Permit Application for a proposed high density
project in Brunswick County. The work proposed is the construction of a video recording studio and
parking lot and storrnwater wet detention system.
Decarol Williamson plans to apply for permits through the•Expi,ess Permit Application process from the
Division of Water Quality: The project is high density and the runoff from the proposed impervious areas
will be directed via under ground pipes to the wet detention pond located on the property. The area of
disturbance is approximately 6.2 acres. An express, `erosLon control permit was applied for on 12/8/04 and
the permit was approved on 12/10/04. 'Enclosed for your reference is a vicinity map and narrative of the
proposed project"
Please provide via email or fax, mysubnvttal date as well the fees required.
The following is the applicant information
Decarol Williamson
2618 New Village Way
Wilmington, North Carolina 28405
Phone. [phone]
Signing Official: Decarol Williamson, Owner.'
Project Name: Fore C hxist Mmsitry
If you have any question or require anyadditional information, please, contact me at our office.
Sincerely,
J. Christian Russell,
Enclosure: ViciniryMap
Project Narmtive
copy: Mr. Decarol Williamson
File: 1900.24 (Fore Christ lvlir i iry)
I V

Feb 07 05 11:42a East Coast Engineerine,,Co 910 754 8049 io.3
IL
MA —
I ��
NCDENfR
North Carolina Department of. Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 '[phone] FAX [phone]
Request for Express Perinit Review
FILL-IN all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. on the review date, unless prior arrangements are made.
DATE: 2r1105
APPLICANT Name: Decarol Williamson
Company: Fore Christ Ministry. -Inc. 6` `
Address: 2618 New Village Way.' �City ` Wilmin rgtOn Zip_28405 County_Brunswick
,1
Phone [phone] Fax Email
PROJECT Name: Fore Christ Ministry Inc. k a
ENGINEER/CONSULTANT Name_ East Coast Engineering Company, PA
Company: East Coast Engineering Company, PA
Address- 4918 Main Street City_Shallotte_Zip: 28459 -County—Brunswick
Phone [phone] Fax ' 910-754-8049 _Email : crussell@ececpa,com
----------------------------------------------------------------------------------,---------------------------.-----_--------_----------.---------------.-----_------_-_
❑ STREAM ORIGINATION CERTIFICATION
--- - ----------------------------------------------------------------------�L - - ; I.
-----------------------------------------------------------------------------
❑ STORMWATER ❑ Low Density .Higfi Density -Detention Pond ❑ off siteQ
❑ Low Density -Curb'& Gutter �❑.Higlls'Density-Infiliration0
Oi The Soils Scientist must visit the site to'confiint the soils prior to submittal.
TThe Designees Certification and recorded'deed'testrictions must be submitted.
COASTAL Excavation & Fill Bridges & Culverts Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY
----------------------------------
❑ WETLANDS (401
❑ Erosion and Sedimentation Control Plan
❑ No Wetlands on Site (letter from COE) ❑ Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands`Impacted ❑ Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑ Greater than 0.5 AC Wetlands Impacted
----
,. _ , ,., •, ------ -- ------------------
The legislation allows additional fees, not to exceed,50% of,tlre;orrginal Express Review permit application fee,
to be charged for subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES:
SW
CAMA
LOS
For DENR use only
Fee Split for multiple permits:
401 $
Total Fee Amount $

`Feb 07 05 11:42a East Coast Engineering Co 910 754 8049 p.4
East Coast
Engineering Company, P.A. 4918 Main Street
Fax: 910.754,8049 Consulting Engineers, Cost Office Box 2469
Office: 910.754.8029 ' _ Shallotte, NC 28459
Fore-ChristMinistne°s` Site
Calabash. NC
STORMY TER .AND EROSION CONTkM NARRATIVE
The Fore Christ Ministries site is located in Brunswick County on NC 179 (Old Georgetown Road)
approximately 3.4 miles south of the intersection of NC 179 and NC 904. Fore -Christ, Inc.
proposes land clearing and grubbing activities only in preparation for a future commercial building.
The total project area is 6.11 acres and the total disturbed area is calculated to be 6.0 acres.
Future stormwater runoff will be rouged using catch basins, and -underground pipes to a high -density
Stormwater Basin located where the temporary sedimes ni basin is proposed..
Temporary diversions shall be installed around the penmeter df ;the site and will be routed to a
temporary sediment basin, which will be used t6 prevent! any'significant amounts of sediment from
leaving the site. These measures shaIl be insp`ectedI 'regularly, and the accumulated sediment
removed to prevent the conveyance of sediment to any off-site'areas.
r
The primary permanent erosion control measures that will remain after the temporary measures are
removed will be permanent grassing. Ii
rr; ' I+d
J rk t
•' .�J ',�r
S
S
� 'ri
6.
• u
� .�k' `; J i'• 9 � ` x ilk 41
• r. ti J
r J.

'Feb 07 05 1 1 : 42a ;East Coast Eng i nee `r� i nd'- Co'- '1.'91 0 754 8049 p. 5
"N.
71.43r-
-- 5A -7 5!
'1 - .. ' tjkJ I 1- �
1� r� �• s ..Y I� 1 �'I L • �
! -•i
•
k I
'
•Y
r'ayya
•r ■
ML
a•
�`.!` �,
• t
•�� I�_,! g
�
�•�.• ,-``.,
•
1•aw
{J
`ter
Sig
iff
f I
ON
ti• ■ r f
�, ,
ru , UpoVUaa7l.Opyncaww IYYY LMLArmc TzrwoOm, r17m u4v" �1097e VALE Vaw 509 h stare. 1 : LL,SUU 1ktiM 14-41 U■Lnm: WUN754

?VFeb 07 05 11:42a East Coast EnCineering Co 910 754 9049 p.1
East Coast
e
Engineering Company, P.A.
Consulting Engineers
PAGE 1 OF 5 (including corer page)
'ro. Mr. Cameron Weaver FROM
OF NCDENR - Express Permitting
AT 127 Cardinal Drive_Ext..
Wilmington, NC 28405
PHONE# [phone]
FAX [phone] _
SUBJECT: Fore Christ Ministry +
DATE: 2/07/05
1-Christian Russell
' Y
Cameron,
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
PHONE # [phone]
FAX # [phone]
Please find the attached documents for the express initiation process.
Thank you,
Chris
icy
rJI
t
+
pc: File; 1900.24 Fore Christ Ministry
The information contained in thi.s transmission is ,privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

State Stormwater Management Systems
Permit No. SW8 050216
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
Dr. Decaro! Williamson and Fore Christ Ministries, Inc.
Fore Christ Ministries, Inc.
Brunswick County
FOR THE
construction, operation and maintenance of two underground infiltration trench systems
in compliance with the provisions of 15A NCAC 2H A 000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 25,' 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
controls have been designed to handle the runoff from 54,501 square feet total
of impervious area. Overflow from both trenches discharges to vegetated swaies
that exceed 50 feet in length.
3. The tract.wiil 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
will be recorded showing all such required easements, in accordance with the
approved plans.
5. 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. SW8 050216
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
Infiltration Trench
System #1
System #2
a. Drainage Area, acres
1.288
1.199
Ofsite, ft
56,113
52,221
Offsite, ft
None
None
b. Total Impervious Surfaces, ft
27,493
27,008
c. Design Storm, inches
1.5 -
1.5
d. Trench Dimensions, L x W x H, ft
240 x 43.3 x 1.36
100 x 93.2 x 1.36
e. Perforated Pipe Diameter/Length
10"0/240" L
10"0/100" L
f. Bottom Elevation, FMSL
50.17
50.0
9. Bypass Weir Elevation, FMSL
51.53
51.36
h. Permitted Storage Volume, ft
4,299
3,851
i. Type of Soil
Sand
Sand
j. Expected Infiltration Rate, Whir
90
90
k. Seasonal High Water Table, FMSL
48
48
I. Time to Draw Down, hours
0.19
0.19
m. Receiving Stream/River Basin
Shingletree
Swamp/Lumber
Shingletree
Swamp/Lumber
n. Stream Index Number
15-23-2
15-23-2
o. Classification of Water Body
C; SW
C; SW
II. SCHEDULE OF COMPLIANCE
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 bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050216
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. Runoff
from the undeveloped, Future Allocation Area on the approved plans
(Drawing Cl) is not included in the design of the infiltration systems of this
permit. A separate stormwater measure(s) and permit will be required for
any development in the Future Allocation Area.
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 CAMA
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050216
Ill. GENERAL CONDITIONS
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 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 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 ai.l 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 nuisanc'.e 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 modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. 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 any name, ownership or mailing address
changes within 30 days.
Permit issued this the 24th day of May 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klime P.E., Director
-�` Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW$ 050216
Fore Christ Ministries, Inc.
Stormwater Permit No. SW$ 050216
Brunswick Count
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of'items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050216
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 bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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. All required design depths are provided.
.13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 7 of 7

East Coast
Engineering Company, P.A.
Fax: [phone] Consulting Engineers
Office: 910.754.8029
Febnraay 22, 2005
Mr. Paul Bartlett
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Fore Christ Ministry - Stormwater Project No. SW8 050216
Brunswick County, NC
Request for Additional Information
Dear Mr. Bartlett
4918 Main Street
Past Office Box 2469
Shallotte, NC 28459
RECEIVED
�U
BY:
We received your request for additional information on 2/17/05. We will re -design the
stormwater treatment as a dry infiltration system instead of a wet detention pond. It will be
necessary to obtain additional site data to complete a re -design. Since the necessary additional
data is not readily available we are requesting an extension of time to submit the revised plans.
We anticipate completion of the re -design within 2 - 3 weeks of receiving the additional data.
We will contact your office to reschedule a submittal date when the design plans are nearer to
completion.
The items listed in your letter will be addressed when we re -submit the new design.
If you have any questions or require any additional information, please contact our office.
J. Christian Russell
copy: Dr. Decarol Williamson
File: 1900.24 {Fore Christ Ministry}

Feb 22 05 02:29p East Coast,Engineering Co,,910 754 8049
�� .East Coas't�•�' �` �� • ••
Engineering Company, P.A.
'•' •ConsultinLr Engineers,''` `
PAUL 1 OF 1 (including cover page)
TO: _. Mr. Paul Bartlett I FROM _
OF Division of Water ualit
AT 127 Cardinal .Drive-Ext.
Wilmington, NC 28405 _
. it ' •l
PfiONE 4
[phone]
'
FAa , _ (910) 3 50-2004
SUBJECT: Ride-Y ive CAMA Applicatidi',f �? 1
Paul,
Chris Russell
p.I
DATE: 02I22/05
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
5hallotte, North Carolina 28459
PHONE # [phone]
FAX # [phone]
As we discussed on the phone, please _ t for an extension of time
to submit the stormwater pl or Fore Christ Minis —project # SW8
050216. Let me know if th.c ns.
Thanks,
Chris �i !JW r
4
RECEIVTE'-
FEB 2 2d�2(
t BY:
u18��
3
pc: File; 1900.24 (fore Christ Ministry)
a
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute 'this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

Feb 22 05 02:29p
P• 2 /
East Coast /
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 5hallotte, NC 28459
Fd mrary 22, 2005
East Coast Engineering Co 910 754 8049
i
Mr. Paul Bartlett
Water Quality Section
NC Department of Environment and Natural Resources. 1,4
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Fore Christ Ministry - Storrnwater Project No. SW8 050216
Brunswick County, NC
Request for Additional Information
Dear Mr. Bartlett:
We received your request for additional information on:,-2/17/05. We will re -design the
stormwater treatment as a dry infiltration system instead O' ea wet detention pond. It will be
necessary to obtain additional site data to complete a re -design. Since the necessary additional
a
data is not readily available we are requesting an extension of time to submit the revised plans.
We anticipate completion of the re -design within 2 - 3 weeks of receiving the additional data.
We will contact your office to reschedule a submittal date when the design plans are nearer to
completion.
The items listed in your letter will be addressed when we're -submit the new design.
If you have any questions or require any additional information, please contact our office.
Sincerely,
1 i
J. Christian Russel
copy: Dr. Decarol Williamson
File: 1900.24 (Fore Christ Ministry)
i
1•
1

• i? 9 r .;�'f f'+;i ...a r,fl:..i+bf;ry.f�
COMMUNICATION RESULT REPORT-('FEB.`16.2005
Y
FILE MODE OPTION ADDRESS (GROUP)
005 MEMORY TX 9--7548049
� R
P,� • if _ fi Cf ! �* �,��.
f •
t
w
!rrr ��Z(�
P. 1
2:07PM )
TTI NCDENR WIRO
RESULT PAGE
OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL „' r E-2) BUSY•--
E-3) NO ANSWER IF. : ? E=4) NOl�FACSIMILE CONNECTION
State 'of North Carolina'
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
F
Date: February 16, 2005 _ No;�ofPages: 3 (Intl. Cover)
To: David"B, Bowman, P.E. �. +From:.Put Bartlett
Company: East Coast Engineering Water Quality Section -
Stormwater
FAX #: [phone] } "''' FAX #:' 91,0450,.2004
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050216
Project Name: Fore Christ Ministries
MESSAGE:
David, Additional Information request lettdr attached. ' The!origfna( will be"mailed to Dr.
Williamson, and a copy will he mailed to you. '�'.,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: February 16, 2005
To: David B. Bowman, P.E.
Company: East Coast Engineering
FAX #: [phone]
No. of Pages: 3 (Intl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050216
Project Name: Fore Christ Ministries
MESSAGE:
David,
Additional Information request letter attached. The original will be mailed to Dr.
Williamson, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120051050216
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

f
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date: February 16, 2005
To: David B. Bowman, P.E.
Company: East Coast Engineering
FAX #: [phone]
William G. Ross, Jr., Secretary
No. of Pages: 3 (Intl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050216
Project Name: Fore Christ Ministries
MESSAGE:
David,
Additional Information request letter attached. The original will be mailed to Dr.
Williamson, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120051050216
127 Cardinal Drive Extension, Wilmington, NC 28405.3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

o�0F w A R0
r
o �
February 16, 2005
Dr. Decarol Williamson, Owner
Fore Christ Ministries, Inc.
2618 New Village Way
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 050216
Fore Christ Ministries
Brunswick County
Dear Dr. Williamson:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
The Wilmington Regional Office received a Stormwater Management Permit Application for
Fore Christ Ministries on February 14, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
051. Please clarify the title for the signature authorization of Sections 1.2. and Vlll of
the permit application and page 4 of the supplement Form SWU-102. A principal
executive officer, in the case of corporations (VP or higher), must sign permit
4(�O applications in accordance with North Carolina Administrative Code 15A NCAC
?Section 2H.1003(e)(1) and (2) for Stormwater Management. The signature of the
consulting engineer or other agent shall be accepted on the application only if
accompanied by a letter of authorization. Dr. Williamson is listed as an "Owner"
in Section 1.2 of the application and on page 4 of the Wet Detention Basin
Supplement.
2. Please confirm that site drainage is to Shingletree Swamp. It appears from spot
elevations on the Stormwater Plan that site drainage may be west along NC 179
5, 4 away from Shingletree Swamp. If drainage is to the Calabash River, the
�1�,t 5 proposed project is within 0.5 miles of SA receiving waters, and an infiltration
t ), 1 system must be used for a 1.5-inch design rainfall.
3. Please provide basin overflow and stormwater runoff direction arrows on the
plans, including along NC 179.
4. The supplement form lists 15,618.4 sq ft of provided Permanent Pool surface
area and the stamped calculations list 15,644 sq ft. Please confirm the correct
amount with consideration for the 3' vegetative shelf.
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 23, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittai of
all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer —50% Recycled110% Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6748
FAX [phone] Internet: h2o.enr.state.nc.us
NorthCarolina
Nattirallrl

Dr. Decarol Williamson
February 16, 2005
Stormwater Application No. SW8 050216
ii you need addiiionai Time io subrnii the iniurrnauun, please snail or lax youi' reyiie5i fu—
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincer ' y,
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINFO120051050216
cc: David B. Bowman, P.E., East Coast Engineering, P.A.
Paul Bartlett
Page 2 of 2

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: 910,754.8049 Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, IBC 28459
Febrwry 15, 2005 _
Mr. Paul Bartlett
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845 F.TV-- D i
Subject: Fore Christ Ministry FEB 1 4 7005
Brunswick County, NC
High Density Project - Express Submittal BY
Dear Mr. Bartlett
On behalf of our client, enclosed is a submittal package for Fore Christ Ministry located in
Brunswick County, NC. Our client is requesting that this application be processed with the
Express Permitting Process. The project is a high density commercial project, and runoff will be
directed by underground pipes to a stormwater pond at the back of the property. An express fee
is being submitted to Mr. Cameron Weaver for Stormwater Permit Fees. The following presents
the various components of the enclosed submittal package:
1. One original and one copy of the Stornnwter Mamma Permit Application Form
2. One original and one copy of the Wet Detemion Basin Supplenm to the Stormwater
Plan.
3. Two sets of plans, sheets C1, and C2.
4. A Project Narrative, sheet 1 of 1.
5. Calculations pages 1 thru 4
If you have any questions or require any additional information, please contact our office.
Sincerely,
"WMV PX —0- - n*-f
Enclosures
copy: Dr. Decarol Williamson
File: 1900.24 (Fore Christ Ministry)

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
Fdmtary 15, 2005
Mr. Cameron Weaver
Express Permitting Officer
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Fore Christ Ministry
Brunswick County
Express Permit
Dear Mr. Weaver.
Enclosed is the Express Permit Fee required for Fore Christ Mi.nsistry. This submittal is for a high- density
cominercial stormwater permit with 6,22 acres of disturbance. It is my understanding that an express permit
fee of $4,000 is required. The breakdown of the fee is as follows:
Stormwater Express Fee = $4,000
(Haigh -density, treated by wet detention pond
If you have any question or require any additional information, please contact me at our office.
Sincerely,
J. Christian Russell
Enclosure: Check for $4,000
copy: Dr. Decarol Williarmon
Paul Bartlett
File: 1900.24 (Fore Christ Minsitr}

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
Fdmwry 15, 2005
Mr. Cameron Weaver
Express Permitting Officer
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Fore Christ Ministry
Brunswick County
Express Permit
Dear Mr. Weaver.
Enclosed is the Express Permit Fee required for Fore Christ Ministry. This submittal is for a high- density
commercial stormwater permit with 6.22 acres of disturbance. It is my understanding that an express permit
fee of $4,000 is required. The breakdown of the fee is as follows:
Stormwater Express Fee = $4,000
(High -density, treated by wet detention pond)
If you have any question or require any additional information, please contact me at our office.
Sincerely,
J. Christian Russell
Enclosure: Check for $4,000
copy: Dr. Decarol Williamson
Paul Bartlett
File: 1900.24 (Fore Christ Minsitry

0
Page 1 of 1
Elaine F. Marshall
Secretary
Corporations
•Corporations Home
'Important Notice
Zorporate Forms/Fees
orporations FAQ
•Tobacco Manufacturers
•Dissolution Reports
•Non -Profit Reports
•Verify Certification
•Online Annual Reports
Links
'Secretary Of State Home
•Register for E-Procurement
*Dept. of Revenue
Legislation
•1999 Senate Bills
•2001 Bill Summaries
Annual Reports 1997
Annual
1997
*Other Legislation
Search
'By Corporate Name
•For New Corporation
•By Registered Agent
Online Orders
•Start An Order
•New Payment Procedures
Contact Us
:Secretary
Division
•Secretary of State's web site
North Carolina
D EPARTM ENT OF THE
SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 2/15/2005
Click here to:
View Document Filings
Corporation Names
Name Name Type
NC Fore Christ Ministries, Legal
Inc.
Non -Profit Corporation Information
SOSID:
0653918
FI D:
Status:
Current -Active
Date Formed:
11/25/2002
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Williamson, DeCarol
2618 New Village Way
Wilmington NC 28405
2618 New Village Way
Wilmington NC 28405
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state,nc.us/Corporations/Corp.aspx?PItemId=5582281
2/15/2005

SOSI D: 0653918
Date Filed: 6/18/2003 12:32:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200316700106
ARTICLES OF RESTATEMENT
OF
FORE CHRIST MINISTRIES, INC.
Pursuant to § 55A-10-06 of the General Statutes of North Carolina, the
undersigned corporation hereby submits these Articles of Restatement for the purpose
of integrating into one document its original Articles of Incorporation and all
amendments thereto and also for the purpose of amending its Articles of Incorporation.
1. The name of the corporation is Fore Christ Ministries, Inc.
2. The text of the Restated Articles of Incorporation is attached.
3. These Restated Articles of Incorporation were adopted by the board of
directors and contain an amendment not requiring member approval
because the corporation has no members.
4. These Articles will become effective upon filing.
This the )-,7) day of June, 2003.
FORE CHRIST MINISTRIES, INC.
ORATOR
By:
Dr. DeCarol Williamson

ARTICLES OF INCORPORATION
OF
FORE CHRIST MINISTRIES, INC.
The undersigned submits these Articles of Incorporation for the purpose of
forming a nonprofit corporation under the laws of the State of North Carolina.
1. The name of the corporation is Fore Christ Ministries, Inc.
2. The corporation is a charitable corporation.
3. The period of duration of the corporation shall be perpetual.
4. The objects and purposes for which this corporation is organized are to
operate exclusively as a church, in all of its religious purposes.
The foregoing clauses shall be construed as both objects and powers, and the
enumeration of specific powers shall not be deemed to limit or restrict in any manner
the general powers of the corporation as conferred by the laws of the State of North
Carolina now or hereafter in effect.
No part of the net earnings of the corporation shall inure to the benefit of, or be
distributable to its Directors, officers, or other private persons, except that the
corporation shall be authorized and empowered to pay reasonable compensation for
services rendered and to make payments and distributions in furtherance of the
purposes set forth in these Articles. No substantial part of the activities of the
corporation shall be the carrying on of propaganda, or otherwise attempting to
influence legislation, and the corporation shall not participate in, or intervene in
(including the publishing or distributing of statements) any political campaign on behalf
of or in opposition to any candidate for public office. Notwithstanding any other
provisions of these Articles, the corporation shall not carry on any other activities not
permitted to be carried on (a) by a corporation exempt from federal income tax under
section 501(c)(3) of the Internal Revenue Code, or the corresponding section of any
future federal tax code, or (b) by a corporation contributions to which are deductible
under section 170(c)(2) of the Internal Revenue Code, or the corresponding section of
any future federal tax code.
5. The corporation shall have no capital stock.
6. The corporation shall have no members.
7. The street address of the initial registered office and principal office of the
corporation is 2618 New Village Way, Wilmington, New Hanover County, North

Carolina 28405. The mailing address of the initial registered office and principal office
of the corporation is 2618 New Village Way, Wilmington, New Hanover County, North
Carolina 28405. The initial registered agent of the corporation at this address is
DeCarol Williamson.
B. Upon dissolution of the corporation, assets shall be distributed for one or
more exempt purposes within the meaning of section 501 {c}(3) of the Internal Revenue
Code or the corresponding section of any future federal tax code, or shall be
distributed to the federal government or to a state or local government for a public
purpose. Any such assets not so disposed of shall be disposed of by a court of
competent jurisdiction of the county in which the principal office of the corporation is
then located exclusively for such purposes or to such organization or organizations as
said court shall determine, which are organized and operated exclusively for such
purposes.
9. The affairs of the corporation shall be managed by a Board of Directors.
The number and qualifications of the Directors, together with their terms of office,
manner of election, removal, change of number, filling of vacancies, and of newly
created directorships, powers, duties, and liabilities shall be prescribed in the Bylaws
and these Articles of Incorporation. To the extent the Bylaws and these Articles of
Incorporation are inconsistent with the laws of the State of North Carolina, the Bylaws
and Articles of Incorporation shall control and shall be deemed to restrict the laws of
the State of North Carolina to the extent permitted.
10. The number of Directors constituting the initial Board of Directors shall be
five (5). The initial Board of Directors of the corporation shall consist of certain
"Founding Directors" and "Nonfounding Directors," as more specifically set forth in the
Bylaws. Any increase or decrease in the number of Directors shall be conditioned on
obtaining the prior written consent of DeCarol Williamson and Jan M. Williamson,
jointly, if they are then acting as Directors, or by th-e one remaining if only one of them
is then acting as a Director, or, if neither of them is then acting as a Director, by a
majority of the then serving successor and alternate successor Founding Directors. As
set forth in the Bylaws, the initial Founding Directors of the corporation shall be
DeCarol Williamson and .Ian M. Williamson and the initial Nonfounding Directors shall
be Mel Tari, Enrique Solano and Jerry Hannah. DeCarol Williamson and Jan WilliamsonF
shall serve as the Founding Directors for each of their lifetimes, or until such time as
either declines or is unable to serve as a Founding Director or resigns as a Founding
Director. The Bylaws allow for the appointment of successor Founding Directors and
alternate successor Founding Directors who shall be entitled to serve for his or her
lifetime, or until such time as he or she declines or is unable to serve as a Founding
Director or resigns as a Founding Director, No Founding Director, whether an original,
successor, or alternate successor, may be removed.. These Articles shall limit the
application of North Carolina General Statutes Sections 55A-8-08 and 55A-8-09 to the

♦t
extent necessary to carry out the restrictions on the removal of Founding Directors,
whether original, successor, or alternate, as set forth herein and in the Bylaws.
All Nonfounding Directors shall be appointed, and vacancies filled, as provided in
the Bylaws. The authority of the Nonfounding Directors shall be limited, as
contemplated by North Carolina General Statutes Section 55A-8-01, to those matters
specifically granted to the Nonfounding Directors in the Bylaws. Any authority
specifically granted to the Founding Directors, whether an original, successor, or
alternate successor Founding Director, in the Bylaws or these Articles of Incorporation,
including but not limited to the appointment of Founding Directors, Nonfounding
Directors and officers, as set forth in the Bylaws or herein, shall only be exercised by
the Founding Directors. The Nonfounding Directors shall have no authority to act with
respect to such matters. These Articles, to the extent permitted under North Carolina
law, shall restrict the authority of the Nonfounding Directors as described in the
Bylaws or herein.
11. The name and address of the Incorporator is as follows:
DeCarol Williamson
2618 New Village Way
Wilmington, NC 28405
12. Except to the extent that the North Carolina General Statutes prohibit
such limitation or elimination of the liability of Directors for breaches of duty, no
Director of the corporation shall have any personal liability arising out of an action
whether by or in the right of the corporation or otherwise for the monetary damages
for breach of any duty as a Director. No amendment or repeal of this article shall apply
to or have any effect on the liability or alleged liability of any Director of the
corporation for or with. respect to any acts or omissions of such Director occurring
prior to such amendment or repeal. The provisions of this article shall not be deemed
to limit or preclude indemnification of a Director by the corporation for any liability that
has not been eliminated by this article.
13. These Articles may be amended, altered, restated or repealed, or new
Articles adopted by the affirmative vote of a majority of the Board of Directors at any
regular or special meeting of the Board; provided, that the proposed alteration or
amendment is contained in a notice of the meeting given in accordance with the laws
of the State of North Carolina. Notwithstanding anything herein to the contrary, in no
event shall the Board of Directors amend, alter, restate, repeal or adopt any provision
that has the effect of amending in any way these Articles without obtaining the prior
approval in writing, as contemplated by North Carolina General Statutes Section 55A-
10-30, of the following persons in the order named (provided that a succeeding person

„ 4 'Z
listed is not required to consent unless the preceding person (or his or her designee) is
unable to make such consent):
(a) DeCarol Williamson, in his individual capacity, or his designee;
ib) Jan M. Williamson, in her individual capacity, or her designee; and
(c) the designee as elected by a majority of the then serving successor and
alternate successor founding Directors.
Any amendment to the Articles of Incorporation shall require prior written
approval, as set forth herein, pursuant to North Carolina General Statutes Section 55A-
10-30. In no event shall the Board of Directors amend, alter, restate, repeal or adopt
any provision in such a manner as to disqualify the corporation as a qualified charitable
organization under Section 501(c)(3) of the Internal Revenue Code, or the
corresponding section of any future federal tax code.
109068
14. These Articles shall become effective upon filing.

Feb 07 05 11:42a East Coast•Eneineering Co 910 754 8049 p.2
East Coast
Engineering Company, P.A. 4919 Main Street
Fax. [phone] Consulting Engineers Post Office Box 2469
Office: 910.75-1.8029 Shallotte, NC 28459
Febnrary 7, 2005
Mr. Cameron Weaver
Express Permitting Officer
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wdrriington, North Carolina 28405-3845
Subject: Fore Christ Ministry
Brunswick County
Express Permit
Dear Mr. Weaver.
On behalf of our client, This letter is to initiate an Express Permit Application for a proposed high density
project in Brunswick County. The work proposed is the construction of a video recording studio and
parking lot and stormwater wet detention system.
Decarol WAliarnson plans to apply for permits Through the Express Permit Application process from the
Division of Water Quality. The project is high density and the runoff from the proposed impervious areas
will be directed visa under ground pipes to the Nvet detention pond located on the property. The area of
disturbance is approxi nately 6.2 acres. An express erosion control pernziT was applied for on 12/8/04 and
the pemvt was approved on 12/10/04. Enclosed for your reference is a vicinity map and narrative of The
proposed project.
Please provide via email or fax, mysubnvttal date as well the fees required.
The following is the applicant information:
Decarol V{ Lamson
2618 New Village Way
Wilmington, North Carolina 28405
Phone: [phone]
Signing Official: Decarol Williamson, Owner
ProjecT Name: Fore Christ Minsitry
If you have any question or require any additional information, please contact me at our office.
J. Christian Russell,
Enclosure: Vicinity Map
Project Narrative
copy: Mr. Decarol Williamson
File: 1900.24 (Fore Christ Ivlinistry)

'Feb 07 05 11.42a East Coast Eneineerine Co 910 754 8049
p.3
Ain, d"
S145 i
NCDENR
North Carolina Department of. Environment and. Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express Permit Review .
FILL-IN all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. on the review date, unless prior arrangements are made.
DATE: 20105
APPLICANT Name: Decarol Williamson .`
Company: Fore Christ Ministry, Inc.
Address: 2518 New Village Way._ __ _City, Wilmington Zip_28405 County -Brunswick
Phone [phone] Fax Email
PROJECT Name: Fore Christ Ministry, Inc.
ENGINEER/CONSULTANT Name: East Coast Engineerinq Company, PA
Company. East Coast Engineering Company, PA
Address- 4918 Main Street City_Shallotte_Zip: 28459 —County—Brunswick
Phone [phone] Fax [phone] Email: [e-mail]
❑ STREAM ORIGINATION CERTIFICATION
❑ STORMWATER ❑ Low Density ® High Density -Detention Pond ❑ Off site®
❑ Low Density -Curb �& Gutter ❑ High�Density-InfiltrationQ
OThe Soils Scientist must visit the site to confirm the soils prior to submittal.
CThe Designer's Certification and recorded deed restrictions must be submitted.
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan
❑ WETLANDS (401 ❑ No Wetlands on Site (letter from COE) ❑ Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑ Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑ Greater than 0.5 AC Wetlands Impacted
------------------------------------------------------------ ----------------------------------------------------------------------------------------------
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee,
to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW S
CAMA $
LOS $
401 $
Total Fee Amount $

t
Feb 07 05 11:42a East Coast Engineering Co 910 754 8049 p.4
East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shailotte, NC 28459
Fore -Christ Ministries' Site
Calabash, NC
STORMWATER AND EROSION CONTROL NARRATIVE
The Fore Christ Ministries site is located in Brunswick County on NC 179 (Old Georgetown Road)
approximately 3.4 miles south of the intersection of NC 179 and NC 904. Fore -Christ, Inc.
proposes land clearirig and grtrbb4 activities only in preparation for a future commercial building.
The total project area is 6.11 acres and the total disturbed area is calculated to be 6.0 acres.
Future stormwater runoff v',M be routed using c.atch basins and underground pipes to a high -density
Stormwater Basin located where the temporary sediment basin is proposed -
Temporary diversions shall be installed around the perimete'r :of 'ihe site and will be routed to a
temporary sediment basin, which will be used to prevent -any significant amounts of sediment from
leaving the site. These measures shall be inspected regularly, and the accumulated sediment
removed to prevent the conveyance of sediment to any off -site areas.
The primary permanent erosion Control measures that will remain after the temporary measures are
removed will be permanent grassing.

Feb 07 05 11:42a East Coast Engineering Co •910 754 8049 p.5
-
r
�
iM1
J
AP i '+• . ' •'
eil
• • ; r a•• •• •wa �� a• • ++
a
♦j a ~ •.
••N33b5S75'-V-
.�
.1a Ir. •~ i.''
_Y` 4
'��. _ • •y•
_ �
:�' . ram'
a •ram
•
f �--
_ .•
C"-'
f� I
q
�"•� •ti'
t
'
-'•.at F
11
•
• ' ,• � . r cam.
a 40 1
I�
{' f• �} li ��'
•-
���'
EI
` 1
�
,�
�,

I Feb 07 05
■
11:42a East Coast Engineering Co 910 754 8049
East Coast
Engineering Company, P.A.
Consulting Engineers
PAGE 1 OFF_ (including corer page)
TO: Mr. Cameron Weaver
OF NCDENR - Express Permitting
AT 127 Cardinal Drive Ext.
Wilmington, NC 28405
Pfio,E>; [phone]
[phone]
y
Fore Christ Ministr
SUBJECT::
Cameron,
p.I
DATE: _ 2LQI /05
FROM J. Christian Russell
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
PHONE ## [phone]
FAX H 910.754.8049
Please find the attached documents for the express initiation process.
Thank you,
Chris
pc: File; 1900.24 Fore Christ Ministry
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you.have received this communication in error, please
notify our office immediately by telephone. Thank you.

re S rnP
• c=:Z7 :• I167
� t
42
44
`a 48
so
I •• � II• •�\ � • 1167 ' �. ; ; •Cem• • •:J' :�!!/ � � O 6 F
36
60
<
, 25 15 Boat Ramp
.,j 725 (LITTLE RIVERI 726 727
723 35 ` 24 5251 I SE
SCALE 1.24 000
0 KILOMETERS 1 2
1 $ 2000
1000 0 METERS 1000
1
5 0 i
MILES
6.
0
1000 2000 3000 4000 5000 6000 7000 8000 9000 0GO0
10�c�-say — FEETr.. _ ..

TopoZone - The Web's Topographic Map
IV . M, A��
Page 1 of 1
5` Cv
��,top`o�one�
��. '•"` I �..�,'° A ,� I`ri
�'�-� � �,��
� � � I � ,
.r. .....F:,9�..yI1,l�AyS'�
/!�
°
AI
• ' �. 1 4� ♦ ' r • "� r 1
I �1
IUl .,�,.
t:
'�
... I I Y I T i '.
VE
��'� �tr -"�
'y I:."u SI I ,. •��n31
�r. 4E 1 {I�'�
_i��, I
r�r,• `ti.
e I .-r�� li Tq I I � .� i ' � a
9�� "I i I t''- � � E
..i.,. � e u� 1 I�, s , I i hi
i "
• "f,. ,
� '� � !
. i I I
J y,, : A �, �I�ia��'I�II � � �
11 � I
& . VE ?.I"yl y� b i � Ny " ,
ky
� ,. E� '. � �, I, (]
i •a
4r a: � t € � • < •
�
If:A
y � vl t t ..
� ��r�i •
�"' .�.� r� /�'
y "''if 1 1 �'I�� � f ri. s�. i� .a r) �e • S��N_
� ��� El.. h��-�S��d'il'Ir . �I,�J'y
"1�,. .91' , s�, 1. �
:1 � E€ ' ' �
�• fV � ° i.+r Fl, fr
J,f n.•� [
'
Of w
1i, JJJ Y
•�'' IIIVVV''
♦��Jres V !, i !+ �,,.
ll }f/4Y�1�
`
•1� t Y;� `I♦ •
j
�•+ •44 S I _,� �J�•, '• 1' A
1167
•� ��` ••1 �����'YJ
•a
'•1 R��.
�04+" A• � ' '.�.1 ,1
•
, �•, ill O
�
r•Y„ fY
��: J 11 �,; �� j l y+r ' �` I €.,:
.••• a �•r Fn
; V •,Y' .,�.� - `I"ti�t.• • , �} . ! . •
/~ .• •� ••a• .d, •a yF
_
1. fµ `'V •' • • r rl i ,� . � �
••T�+..•~i'�
/ e • r
�► • , t r :� V111. 1
4
�, � rl, :,, }
''• A.. +. � i ' a • � • a ...
,r, .-.ram. .. ..• �► !�' a
i j`� .l _, � �a.
+ . E.
CC
)�"r !'• L�r^-F� �
'� ♦� i->
• 4 �'L, ..
`4
• I �s� { � Itr-(��:'�il� .I.Ge� �' + i!
. //--yy ' , z 1 I � � a � i4 a .
� •A•31 ♦ t 47 Ir ir. 4 jAfT!
� '1,.'"1f r� t�11fi5 � �' �"
� r4 � * • 1 v,�1.'�,� •':� r'
•�F • '.1 /J,.%"< • {.� -
t"i. il.• '}. y
/= . ��� � .� ���. , ti � •�• i' p
a� J/ll a; r- - �'r1�� w•--/.+s„ ti.�
1
•
,
f '".
IL f
a i a,
•
•
1- k i Y ,�.
! '
E i ` r^" � + 1, k
• �y ."nr J"�,►�' `�.....'1 r�_' >
+ • • :,� r.•. � r � �_,ri'� � ��f; ti
• .r
'!, Iu51 • M �r
, •
•!
���'.:. ,1
q
• 'L�—� 6' = d'� .� +Irl.l • t
44 r�„� �,a�/• .�
7ua n�
. rr[ 1 -
•�i.' •F • ��_f'' 4�- �_./
! Ct
n � 'r J;•��e � . 4 r. r�
v r+l Q01
�5 �- �
�� �
�
`yr
�
^^,�"t,.J
0� � € [
� 1 �,,�1
-� F ��Ea,. - ��sh�-
' } .• \ «•
sr�.�f1�r''4..�' •f +�;r� h „yam-_�-_.�_�+_✓-+�
. ft: f J'� I of v�. .)
tea. . i
�,,�j ,.�'- ,� �
� Or,•* €� St' , I,IE �;'� t � �. i. f
•. � �: g ,,�;;'� �'/ �f,, S�rr,/y1.� tih, ;
Y ,� -,.� ,»,p,1� ,, ,, � ;ylt� ,q�; t` .� C9
Jr f%']�a -
�. �� -y�� F/ .xk � .R"�• y1A�F fir• ��
�� a.w ..€ � � i I.�,:'i�• �. �
y �S �I}�,(I'• ••• •r•4�,. /�
'r - -'""" �L'
to
�rj ^� I Y -�.�LL.
�:.1��f�ji,','^2, I � f A '.�3', ,�s�,
• �' ! i -I �,
�,Yy
�IL.y Y Rl
. �.-.��
/ 1^"r .,-
M` -'�1 ..7 y .Vwr �
_':� 1 1 Fla. f ,,,r
,
,.
' �•' �� � 'I �� i, YI ''
•.,I`d iE � I 1 i ,y1�
' i t' �' ' i3 I I, s �', �4 r ��� r�:�rl'�� �•k
�/Ic
�.L_ '
e f�
�"'•.'. �`., wV. �'•f� , r_hE ,••Jtr y �I'
�l,r+ "L. 5y'"" t1' 1\ €•III', I Oy�
�
�t 3�' .Y 'i fi '! } • .-,'.kV�YI
�•`
,4. �''` — L - �• if � . �.-1n M
�\1` •..Ir ..e/^�
\ \
��' t.F `'.w.�t H .�f.i
' ;1,
_ +C4 � ,,,r-..:ti3 V�. -
.-. r'll..s 4. 1,. J. �.t,
•� �d" * ,�4j
0 0.3 0.6 0.,9 1'2 1.5 km G
0 0.1 .2 0'3 0'4 0.5 mi
Map center is-3 3 3.-99'N, 780 33.851W (WGS84/NAD83)
cCa ash quadrangfe M=-8.452
Projection is UTM Zone 17 NAD83 Datum G=1.359
http://www.topozone.com/print.asp?z=17&n=3 752972.99967332&e=725256.00007183&s... 2/15/2005