SW8130208_Historical File_20130611

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I�CE�IR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Acting Director
June 11, 2013
Pastor Robert Campbell
New Beginning Christian Church, Inc.
3120 Alex Trask Drive
Castle Hayne, NC 28429
Subject: State Stormwater Management Permit No. SW8130208
New Beginning Christian Church
High Density Commercial Wet Detention Pond Project
New Hanover County
'Dear Mr. Campbell:
John E. Skvarla, III
Secretary
The Wilmington Regional Office,received a complete Stormwater Management Permit Application for
New Beginning Christian Church on May 17, 2013 with additional information submitted on June 6, 2013.
Staff review of the plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are
forwarding Permit No. SW8 130208 dated June 11, 2013, for the construction, operation and
maintenance of the BMP's and built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until June 11, 2021, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to
record deed restrictions, to transfer -the permit, or to renew the permit, will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conforms to Chapter 150B of the North Carolina General Statutes, and
per NCGS 143-215(e), must be filed with the OAH within thirty (30) days of receipt of this permit. You
should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the
details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at
919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Steve
Pusey; at [phone]..
Sinc rely,
Thomas A. ee�cting Director
Division of Water Quality
GDS/sgp: S:1WQS1Stormw►ateftPermits & Project00131130208 HD12013 06 permit 130208
cc: Charles Cazier, PE — Intracoastal Engineering, PLLC
New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington; North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance:1-877-623-6748
Internet www.ncwatarquality.org
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 130208
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
New Beginning Christian Church, Inc.
New Beginning Christian Church
3120 Alex Trask Drive, New Hanover County
FOR THE
construction, operation, and maintenance of an overall 24% low density development with
one (1) wet detention pond to treat a new high density parking lot, in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred
to as the "stormwater rules') 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 June 11, 2021, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The site area is described as
Tract 2 of the Recombination of Tracts for New Beginning Christian Church, recorded
with New Hanover County, signed and dated April 22, 2013. Tract 1 built -upon area
was originally constructed before 1988, when State Stormwater rules took effect, and
is therefore excluded from this permit.
2. The overall tract built -upon area percentage for the project must be maintained at or
below 24% per the requirements of Section .1005 of the stormwater rules. This
project is permitted for a maximum of 59,931 square feet of BUA, which is comprised
of 39,148 square feet in the pocket of high density, and 20,783 square feet in the low
density section. The amount of BUA remaining for future development is 127,621
square feet in keeping with the rules for this overall !ow density pen -nit.
3. The stormwater systems proposed to treat the runoff generated by the designated
high density areas have been approved for the management of stormwater runoff as
described in Section 1.7 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 39,148 square feet of impervious area.
4. The project shall maintain a 50' wide vegetative buffer adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers and the mean high
water line of tidal waters.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 130208
5. 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.
6. Within the low density portions of the permitted project, the only runoff conveyance
systems allowed will be vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) as defined in the stormwater rules and as shown on the approved
plan.
7. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, 9cres:
2.15
Onsite, ft2:
93,585
Offsite, ft .
0
b. Total Impervious Surfa ces, ft2:
39,148
Onsite streets, tr-
4,316
Onsite parking, ft .
34,832
C. Design Storm, inches:
1.5
d. Average Pond Design Depth, feet:
3.5
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMS�:
31.5
Permanent Pool Surface Areq, ft :
13,744
h. Permitted Storage Volume, ft :
19,514 at temporary pool elev.
i. Temporary Storage Elevation, FMSL:
32.75
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
0.09
k. Controlling Orifice:
VO pipe
1. Orifice fiowrate, c s:
0.02
M. Permitted Forebay Volume, ft3:
6,056
n. Fountain Horsepower
N/A - PPV <30000 cf
o. Receiving Stream/River Basin:
Ness Creek / Cape Fear
p. Stream Index Number:
18-74-62
q. Classification of Water Body:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. Nobody shall fill in, alter, or pipe any drainage feature (such as swales) shown on the
approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
4. The permittee is responsible for verifying that the proposed built -upon area for the
project does not exceed the maximum allowed by this permit.
5. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
6. 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.
6. Decorative spray fountains will not be allowed in the wet detention pond.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 130208
7. The runoff from all built -upon area within the drainage area of the area of higher
density must be directed into the permitted stormwater control system.
8. Within the low density area, all roof drains shall terminate at least 50 feet from the
mean high water mark of surface waters.
9. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
10. 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.
11. 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.
12. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
13. The permittee shall submit to the Director and shall have received approval for
revised plans, Specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The protect 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
14. Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval.
15. 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.
16. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not
in compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date may be required.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130208
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Water Quality at least 60 days prior to any one or
more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. Bankruptcy;
c. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
3. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, ruies, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, 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.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. 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.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 11th day of June, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
zn-i nomas,,A. Keeaer, Acting uirector
ivision of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

Pusey, Steven
From: Charlie Cazier [[e-mail]]
Sent: Thursday, June 06, 2013 4:36 PM
To: Pusey, Steven
Subject: RE: NBCC Permit
Attachments: 20130606160644.pdf
Steven,
Thank you for your call today. Per our conversation this is the timeline which we have been able to
obtain for the existing Church Site.
• The site was in the 6o's Wrightsboro Academy. At some Point between the 6o's and early 7o's
the site was occupied by Wrightsboro Private Schools, Inc.
• In July of 1974 Wrightsboro Private Schools, Inc. sold the site to the Wilminton Jaycees, Inc.
• The Jaycees kept the site until November of 83 in which they sold it to the Hendersons.
• The Henderson family sold the site to the Rock Church in October of go.
This is the timeline of what we were able to find up to now proven by deeds. The site acted as a school
in the 6o's up into mid 70's. This school would have had parking and access as necessary. The site
continue to be used by the Jaycees from 74-83. The Jaycees are known for gatherings and meetings
and therefore would also have needed parldug accordingly. The Jaycees sold to the Henderson family
and eventually the Henderson Family sold to the Rock Church in i99o. From the NBCC Pastor
Campbell's discussions with the previous Rock Church personnel, the Rock Church occupied the old
school building and renovated the existing building to be used for their services.
I feel like there is some solid evidence that the existing Church Site should be considered as it's own
site and not part of the proposed permit.
Please call with any questions or comments,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Pusey, Steven [mailto:[e-mail]]
Sent: Tuesday, June 04, 2013 4:32 PM
To: Charlie Cazier
Subject: RE: NBCC Permit
Ok. No problem. Look forward to hearing about it.
Steve

From: Charlie Cazier [mailto:[e-mail]]
Sent: Tuesday, June 04, 2013 3:49 PM
To: Pusey, Steven
Subject: RE: NBCC Permit
Steven,
I just spoke with the Pastor. He has been away on vacation and I have a meeting with him Thursday
at 11am. He promised me he would bring good documentation as to the history of the site including
information prior to 1988. If you could give me till that Thursday that would be great.
Thank you,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Pusey, Steven (mailto:steven.pusgy@)ncdenr.gov]
Sent: Friday, May 31, 2013 3:34 PM
To: Charlie Cazier
Subject: RE: NBCC Permit
As discussed, please try to get back with me next week to provide proof of the old school building on the Church
property. I will call by Wednesday, June 5, if I don't hear from you by then.
Thanks,
Steve
From: Charlie Cazier [mailto:[e-mail]]
Sent: Friday, May 31, 2013 12:14 PM
To: Pusey, Steven
Subject: RE: NBCC Permit
Thank you, and have a great weekend,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.

From: Pusey, Steven fmailto:steven.pusey a0ncdenr.govI
Sent: Friday, May 31, 2013 11:55 AM
To: Charlie Cazier
Subject: RE: NBCC Permit
Okay. I'll go with that.
Steve
From: Charlie Cazier fmailto:[e-mail]]
Sent: Friday, May 31, 2013 11:47 AM
To: Pusey, Steven
Subject: FW: NBCC Permit
Steven,
Attached is the approval for the New Beginning CC Building permit. Please also find attached recent
New Hanover County Stormwater and Sedimentation and Erosion Control approvals of the plan
under review. I feel this is good documentation that New Hanover County is allowing the Existing site
to stand on its own as we have proposed.
Please let me know if you need anything else,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Tammy Wynn fmailtombccexec(dgmail.com]
Sent: Friday, May 31, 2013 11:10 AM
To: Charlie Cazier
Subject: NBCC Permit
Hi Charlie,
Is this the permit you are looking for?
Tammy Wynn
Executive Assistant
[phone] ofc
[phone] cell
"Changing lives through the power of the Gospel... 11

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Tax LA No............_........_...._._ ... .......... ..... ............ ... . ..... ... Parcel Identlaer No.
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by--.— ..... . . . .................. .... . ..... . 1-,.---.. -11 ... ..... .... ........ . .. ...
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Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
T= DEW made this . .... ....... dayd.. ........... n 03 . by sad between
GRANTOR GRAMNE
WILMINGTON JAYCEBS, INCORPORATED CLAUDE R. HENDERSON and Wife,
KAREN R. HENDERSON
2282 Morning Point
Book Creek, ON 44084
68
926V IS DPPWftk 1110* 18F ONk 101011. IsHiL ad&U% 104 It MW=Fbl@6 C1121021tr Of 0007, 84 Cavitation OF jaMmuhh1.
The dulignation Grantor and Cranks an used berets *hall include said parties, their heir, soccesesm and asam and
@Wl Include singuier, plareL mucalinq feminine or asular as required by contest
WITNEMETS, that the Greater, for a valuable consideration paid by the Grantee, the neelpt of which In hereby
admewhdital, ban and by Owe Fesente dean errant. bargain, all and movey unto the Grantee in fee simple, all that
certain lot or panel of load Wanted in the City of .. - - I Cantle Bayne Tou-nakip.
... -AW-1111MIUM... County, North Carolina and more particularly described as folivira:
MM ATTACKED EXHIBIT "A"
RMNEDW '6"--frv q7 ull�7
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BOOR PAIL
1299 0545
Tie pmspeety beniae6we dwYarlb1ad sru aquind b Grantor b! lnetrumeot rtrdrded fo ..Bf�Gilc ..�.i1.Q.�.. et .>'Itgfl.. ...
l..slf.._t l !..8anioger„County-me�igtr . of„Deeds....... .................. .....
A sap showing do above dumedbod property is mended III Plat Book .- .................... pap ............: .
TO HAVE AND TO HOLD the ofeeoeyii lot or parcel of lead and all privilapa and appurteoanees thereto belonging to
Me Groalso in iM almpla.
And the Greater eovenubs with the Grantes, that Greater Is asked of the premises in fee simple. bad the right to convey
the ueM to fee aisplo, that tilt is marketable and free and clear of al encumbrances, and that Grantor will warrant and
defend the title against the lawfui claim of all person wbomsowor oYcspt for the exceptions hereinafter aided.
Title to the property bens cusbova deseribed Is subject to the following exceptions:
Rantrictiom of record, if any.
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800N FADE
1239 0546
SXHiHIT A
PRDPERTY DESCRIPTION
ISM ONBs MINING at an iron pips in a ditch in the dividing
se between the lands of Mavis Bosand the lands of Alex H.
Trask, said iron pipe being located South 57. 42 minutes Bast
128.81 fast from the Korth Bast corner of Lot 9 in Section 3 of
Wrightaboru Acres, according to the map thereof recorded in Map
Book 6 at page 102, of the New Hanover County Registry; said Begi
ning point also being the North Bast cornet of Alex Trask Drive,
as the same is shown on the map of )Erightsboro Al s=
duly recorded in the Nov Hanover Conner XXC 9 Ukience
from said Beginning point and with the Eastern right of way line
of Alex Trask Drive, South 40. 02 minutes (Pest 333.5 feat to a
points thence South 49. 58 minutes Bast 262.0 feet to a point;
thence North 40, 02 minutes Bast 367.60 feet to a point in the
northern line of Alex Trask propertyl running thence with said
line Korth 57. 42 minutes Nest 264.22 feet to the point of Begin-
ning, containing 2 acres.
TRACT 2=1 BEGINNING at an iron pips in a ditch in the dividing
ne tween the lands of Rsavis None and the lands of Alex K.
Trask, said iron pipe being located South 57. 42 minutes Bast
1128.81 feet from the North Bast corner of Lot 9 in section 3 of
Nrightaboro Acres, according to the cop thereof recorded in leap
Book 6, at Page 102 of. the New Hanover County Registry; said
Beginning point also being the Northaest corner of Alex Trask
Orivo, am the same is shoat on the llsp of Nrightsboro Academy Pro-
perty duly recorded in the New Hanover County segistryi running
thecae from said Beginning point and with the Eastern right of way
line of Alex Trask !Drive, nth 400 02 minutes Nest 333.E feat to
a paints thence South 49. 50 minutes mast 595.16 feet to a point;
running thecae North 28` 18 minutes 45 seconds east 411.55 fast to
a point in the northern line oY the Alex Trask Property; running
thence with said lima North 57a 42 minutes went 516.25 feet two the
point of beginning, containing 2.6 acres net, excepting a certain
tract of land deeded from Alex N. Trask and wife, Virginia C.
xrask, to Wrightsbmro Private schools, Inc., dated July 5, 1972,
and recorded in -Book 943 at Page 369 of the New Hanover County
t1m with a 60-foot right of way and easement for iagre b.
se, sad regress to and from the above -described property over
Trask Drive as the mama is shorn on the map recorded in Book
at Page 719 of the Now Hanover County Registry.
sea. meee:a�w
•
as
eua.rrenr
w�wwaae�
' maN1eM

q-
'QUIT ot.DilUtteso, sMrt t AM49tut6m Peru No. me (Resdated 4101
99ff•CLAIM o *
Claude R. Henderson,
Divorced and Not Rmmied
for valuable consideration pad, grants(s) to
ry Divocced and not RanNrried
Ok of kd*abW&
Raven is. ltesdaraan
2282 Morning Point. Nods Creek. Ohio 44064
In it 2 no PH V
County, Ohio
. whose ton -moiling address '
the following REAL PROPERTY: Situated in the County of Nan Hanover in the State
of C o o�1 na
the TmMhip of Castle Hayna : M
TnWr ONss WMNN= at an iron pipe in a ditch in the dividing line between the lands
of 70—Homes and the lazdis of Alm M. Trask. said iron pipe being located South 57. 42
minutes Bast 1126.81 feet frost the North Seat corner adf Lot 9 in Section 3 of N'r3ghtsboso
Acres. according to the map thereof recorded in Map Book 6 at Raga M. of the New Hastover
County Registry; said Beginning point also being the North Sant corner of Alex Trask Drive.
as the ease is shaken on the amp of ;trig h"boro J por0mR arty du7.v recorded ass the Mew
Hanover County Registry; sunning troom fraas saint and with the Beatern
right of way line of Alex Trask Drive. South 400 02 snin uWs treat 333.5 feet to a points
thence South 490 58 minutes past 262.0 feet to a point: thence North 40' 02 minutes
But ing thmee
with said 11M North 5767-66 feet to a * 42 mintues Iin the n 1� 254. 22 feet tline at Alm he point aegisming, tottaininsg
2 So=.
TRACT ;bps BEGGIMM at an iron pipe in a ditch in the dividing line between the lands of
law" homes and the lands of Alex M. Trask, said iron pipe being located South 57' 42 adn-
utes Bast 1112.81 fast frM the North Best corner of Lot 9 in Section 3 of Book G. at
Page 102 of the New Hanover County Registry; said Beginning point also being the
NorthBast corner of ASex Vk=k Drive, as the Base is shows an the Map Of lnksghtsbaro
Aandmo 't reeo�d In the New Hannover County Registry: running thence from
rrorg nat=rt men efs nee kilisFx� he 1 Alex Tr k crive, South 409 +�•
age o t e R*cords of Now Hanover
County, Moat North Carolina a
owal No Witness my hand(s) this 26th day
of January 19 87.
5i ed d� acknthe pros�rice of:
ass 1> CLAUD6IL
State of g1,s,'0YAe.#ayq County of&,e6rA6r.,e.11 as.
BE ;T REMEMBERED, shot on this '6 — day of , 194f , before me.
the subscriber, a Notary public in and for said coup , personaHenderson Hy come, Clams R.
the Grontor(s) in the
foregoing Deed, and acknowledged the signing thereof to be his volutifary act and deed.
IN TESTIMONY THEREOF, I have hereunto subscribed my name and
and year oforesoid.
This instrument was prepared by
1. N— .I ar.w- W and nwda] rAhs. %.
7. enrigd�n of % d or kennel dnnM► ✓ M,undnw.� :.cccr-wMti uapguw. inner na Borne,". d Mrji.
S. Or1nN . %our dw, •N .Pfau
/. Suutn.. In nnndsnw *a agar Ml N du bdad GM of OYW.
Aw~o nod % u.drr. sl.nM.
096138
gy
11111 NUMTO 00"y C4%r6%a
0961 ss, !iy gr2n✓
•as Suwon 5=11 oeb Swing C.r1,
day

Be tt PAGE
1372 0148
02 Wnutes Hest 333.5 fast to a POinto tlmae South 49' 58 Minutes, Bast 595.16 fast to a p
ruasiig thaws North 28' 18 mim*w 45 seconds east 411.53 feet to a paint in the north-
elcn im of tin Piet Alan to Traskhs eft cuming of Lin thmm with mW Nwth 57' 42 mkmtea
txaot of land deeded frW AIM M.Trask andd wife. Virginia �k,es get�t
Private 8hoou, Inc.. dated July 5. 1972. and mcmWed in Bock 943 at rage .359-cr tthe New
Hanover Ow tty 0e932tey.
Tcgathw with a 60-foot right of way and eaeeeattt for fngmes. egc . and resgam to and
fsm the above-dauxibed property weer Alex Trask reeve as the mn is sham an the map
reoceded in Book 939 at page 719 of the New ftwuar om*y Asgietzy.
STATE OFRY
N N CAR"A
Nmr ussa,Ow
The Fewpft Cmam of __-`-
Rklrl=X A- as hyaA ICL_
__"-----
This the 22addy or Aer11 - j9d7

Pusey, Steven
From: Charlie Cazier [[e-mail]]
Sent: Friday, May 31, 2013 11:47 AM
To: Pusey, Steven
Subject: FW: NBCC Permit
Attachments: NBCC Building Permit 2012.pdf, 20130531114103.pdf
Steven,
Attached is the approval for the New Beginning CC Building permit. Please also find attached recent
New Hanover County Stormwater and Sedimentation and Erosion Control approvals of the plan
under review. I feel this is good documentation that New Hanover County is allowing the Existing site
to stand on its own as we have proposed.
Please let me know if you need anything else,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information containcd within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Tammy Wynn [mailtombmexecOgmail.coml
Sent: Friday, May 31, 2013 11:10 AM
To: Charlie Cazier
Subject: NBCC Permit ArfcksSaf Pec,f e4 W/CGer/.
C Gi 2r�r
Hi Charlie,
Is this the permit you are looking for?
Tammy Wynn
Executive Assistant
[phone] ofc
[phone] cell
� s rs� t✓�
ToI,C r'!r'o% we 44of 4v 4ftwr- s r�
Drbo� ofC ?re -�� �rsrIc�r.a � Tdb�
1G.ecPrwc if
�'ytCr�t��.Q. /'� sls•v%O�
e ySIJJ� 3 b"
&-S--13 .
/ BeA wee.', %, i✓H� : (I tT
"Changing fives through the power of the Gospe&.. " M3 . y p
0 Qua 'tu �Vcxc
U�c�� bract
-A 1M�^ �)
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figV r Q�K ra ®/I1 0$Tsk454;., �b�i'�
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go � o0 0 ill
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i
Z 01 1 1-� l� 163 7 5P �Ir�s.

N
W HANOVER COUNTY
Engineering Department
a Government Center Drive • Suite 160
Wilmington, North Carolina 29403
TELEPHONE [phone]
Fax [phone]
March 8, 2013
Intracoastal Engineering, PLLC
91 Pelican Point Road
Wilmington, North Carolina 28409
Attn: Mr. Charles Cazier, PE
RE: New Beginning Christian Church
Dear Mr. Cazier:
James P. Innnacd, PE, CFM
County Engineer
T. Jason Clark, PE
ChiefProject Engineer
We have reviewed the application and submittal package for the above referenced project and have issued
an "Authorization to Construct". Any deviations from the approved plans will require re -submission.
the approval issued by the County is that the application and supporting documents are complete and in
accordance with the requirements of the ordinance. Nothing whatsoever in the approval should be
construed as or be deemed to create additional duties on the part of the County of New Hanover that are
the responsibilities of the Owner and the design professional.
If there is a need for a change in ownership, an "'Ownership Change Form" must be submitted and a fee of
$100.00 will be required.
Please be advised, if the land disturbing exceeds one acre, the project will need a Sedimentation &
Erosion Control Permit prior to the disturbance.
Please note: Upon completion of the construction requlmd by the "Authorization -To -Construct" the
design professional's cenVIcathm nn ast be delivered to the County.
if you have any questions regarding the foregoing information, please contact our office.
Siiefl
ClarkCacer
Cject
New Hanover County
TJC/pdj
cc: File #574-03/08/13
Pastor Robert Campbell — New Beginning Christian Church, Inc.

IbO --o` S
NEVI HA NOVER COUNTY
Engineering Department
230 Government Center Drive • Suite 160
Wilmington, North CaroUua 28403
TELEPHON% (910)-795-7139
Fax [phone]
May 10, 2013
New Beginnings Christian Church, Inc.
3120 Alex Trask Drive,
Castle Hayne, North Carolina 29429
RE: Grading Permit 0 3-1& Revision GP 38-90, New Beginning Christian Church
Dear Mr. Robert L. Campbell:
Beth E. Wetherill, C.P.E.S.0
Sod Erosion Specialist
This office has reviewed the revised subject sedimentation and erosion control plan. We find the plan to
be acceptable.
Please read the Permit conditions carefu1A and return the sifrned blue orislna�l to nut ali7ce and keen
the cm for gout recur -A
The land disturbing fee of 182220 is due to be paid to New Hanover County Engineering, to Beth
Wetherill's attention, upon receipt of this permit.
A preconstruction meeting is required prior to any land disturbing activity on site. Please contact us at
[phone] to set this up with us.
Please be advised that a copy of the approved soil erosion plan and a copy of the issued grading permit
must be available at all times at the site.
New Hanover County's Erosion and Sedimentation Control Program is performance oriented requiring
protection of the natural resources and adjoining properties. If following the commencement of the project, it is
determined that the plan is inadequate to meet the requirements of the New Hanover County's Erosion and
Sedimentation Control Ordinance, this office may require revisions in the plan and its implementation to insure
compliance with the ordinance.
This permit will not preclude any other permits or approvals necessary for beginning or completing this
development. It is the owner's responsibility to have all the approvals or permits that are required prior to
beginning suit uc*.ion. Approval of an erosion control plan is conditioned on the applicant's compliance with
Federal and State Water Quality laws, regulations and rules.
Respectfully yours,
-boq,, w xL
Beth Easley Wetherill
NHC Soil Erasion specialist
cc: Linda Paint, NHC Zoning
Charles Cazier, Inbacoastal Engineering PLLC

FEe,-2=2011 01:30P FROM: TO:19193659591 P:1/4
NEW HANOVER COUNTY INSPECTION DEPARTAIFNT
BUILDING PERMIT
Application Number .
. . . . 10 00014940
Date 2/01/11
Property Addr as® . .
. . . . 3120 ALEX TRACK DR
Tax Parcel 'Number . .
. . . . R03308-002-009-000
Tenant nbr, name . .
. . . . NEW BEGINNING CHRISTI'AN
Application type description BLOC NSW CHURCHES & OTIiER
RELIGIOUS BLD
Property Use . .
. . . . RESTDE'NMIAL
Property Owner
NEW BEGINNINC CHRIST'IAN
CHURCI
owner address
401 17TH ST S
WILMINGTON NC
28401
Contrattor
G & G BUILDERS OF WENDELL
TNC
EMAIL 7IM9GGBUILDERSp C •
COM ## TO : J 1MOGGBU
--- structure Intormation
000 000 CHURCH BLDG-METAL BLDG
W/BRICK VENEER
Occupancy Type . . .
. . . ASSEMBLY TYPE 2
Flood Zone . . . .
. . . NOT APPLrCASLE
Other struct info
ACRES DISTURBED
9
FLOOR ELEVATION
X
BASE FLOOD ELEV t 2 FT
X
BIN NUMBER
C5
FAST TRACK
X
TS FOOD/BEVERAG9 SERVED?
YES
FREE. PERMIT RECIPIENT?
NO
SETBACK - FRONT
25'
FLOOD ZONE
NO
SETBACK.-LH STDB !NTERIOR
20' BUFFER
SETBACK -LA SIDE STRSE,r
NA
NC: DEPT OF INSURANCE
X
OCCUPATIC.Y LOAD
1442
SETBACK - RRAR
20, SUPPER
SETBACK-RH SIDE INTERIOR
20' BUFFER
SETBACX-RH STDE STREET
NA
SEVER PROVIDER
CFPUA
SHELL
a
NUMBER OF STRUCTURES
X
NUMBER. OF STORIES
1
TS TH18 &WEEPSTAKES PLACE No
TOTAL CONSTRUCTION COST
2593534
TOTAL SQ FT UXDER ROOF
19132
NUMBER OF UXITS
X
UlPFIT
X
VALUATION CALCVLA1°10I4
R
WATER PROVIDER
CFPUA
Permit. . . . . . .
'*BLDG= COMM NEW ASSEMBLY 2ERMTT BCOl 00
Additional desc . .
NEW METAL RLUG W/BRICK VENEER
Prone Acceps Cade
4746301
Permit (Sin number
4746301
Issue Date . . . .
a/01/1.1 Valuatian
2593524
Expiration Date . .
7/31/11
Special Notes and Comments
AREA 2/NEW BEGINNING
CHRISTIAN CHURCH/

` FEB-2-2011 01:30P FROM: TO:19193659581 P:2/4
NEW HANOVER COUNTY TNSPSCTTON QEPT.
230 GOVERNMENT CENTER DRIVE
SUITE 110
W16M'INGTON NC 28403
DAIS: 2/01/11 RECEIPT #: 0000169687
TIDIES: 10:13:06 CASHIER: TMOSER
APAT+T-CAT10N NBR: 10-00914940
RaVERENCE: BLDG PERMTT/3120 ALEX TRASK DR
ITEM DESCRIPTION PAFD
--•--------------
PEP141T FEES 1573.13
TOTAL AMOUNT PAID= 1573.13
PAYMENT 'HYPE: CHECK
CHECK NBR: 000003033

`F26-2-2011 01:31P FROM: TO:19193659581 P:3.14
NEW SANOVER cOUNTY TNSPECT'ON UENA(2'LMENT
5U7LDING P8RMI7'-
- 2
--------------------- Date 2/01/1)
_ 10-OOpigggC _ - _ _._ _•-•--
r,pplication
ape Notes and Comments
LW C:BURCH SLAG C0391STINC OF METAL
BLDG W/BRICK VEN291/5"
review #2/b, e, Mr P/o9p IN58ECTION MtNT�il�l
ZONING COMMERCIAL pERHEfT REOUI!�RD, 1,or landscape islands. 20'
Shrubs need to be added to intecent to residential.
vegetative buffer povad edtad a ng permit i0.6974. :ep
Landscape plan app
------ "Ali lnYp&etionz requeata should be made 24 hrs. in advance.
? iONE: (9 0) 798-7151
##EN.D

' ^
FE8-2-2011 01:31P FFOH:
�2211
MOW
n

Pussy, Steven
From: Pusey, Steven
Sant: Thursday, May 23, 2013 4:30 PM
To: 'Charlie Cagier"
subject. RE: New Beginnings Christian Church
Charlie,
Hopefully, the letter from New Hanover County authorizing the reconstruction will help to tie it to the pre-88 original
construction. This may be all we need in order to permit the project as is. If you can find other information such as a
building permit or blueprints, that would be great too.
I will put on my calendar to check with you next Tuesday.
Thanks,
Steve
From: Charlie Cazler f aiito:CharlieDintracoastalengineering.coml
Sent: Thursday, May 23, 2013 4:05 PM
To: Pusey, Steven
Subject: RE: New Beginnings Christian Church
Steven,
In the February letter it was my assumption that it was built prior to 88. I will do my best to find out
the exact date that it was built. Please know the original site was built by a different owner and had
nothing to do with the site we are proposing at this time. The original church burned down and the
current owner did rebuild the church in a similar footprint as to the original as authorized by NH
County.
I can obtain a letter which authorized the Church to be reconstructed in the original footprint.
Please give me till Tuesday to obtain this information.
Thank you,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PI.LC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Pusey, Steven Cmailto:steven.ou5ML ncdenr.gov]
Sena: Thursday, May 23, 2013 3:50 PM
To: Charlie Cagier
Subject: New Beginnings Christian Church

Charlie,
In your response received May 17, you stated that the existing church and parking area were an offsite parcel built in the
early 90's, not part of our requested permit. Earlier, on Feb. 5, you stated that the original church was built prior to
1988 and that it's reconstruction was reviewed and accepted by New Hanover County.
It seems to me that the existing church and the new parking and drive are now a common plan of development.
However, if the old church / parking was built prior to 1988, then it can be ignored unless it drains to the new pond,
which it doesn't. So, please verify when the old church was built and/or provide a notice from the County about its
approval of the reconstruction.
Thanks,
Steve
e ve G. A"AXV
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

Intracoastal Engineering PLLC
April 30, 2013
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: New Beginning Christian Church
SW8 130208
PN 100-083
Dear Mr. Pusey,
I response to your Additional Information request April -16, 2013 we offer the
following:
1. Copy of Recorded Recombination Map (MB 58 Pg 26) accounting for the
property lines provided for our project.
2. Signed Sealed Swale Calculations.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
(earles "D.Cazier, P. .
CEI%JE
MAY 01 2013
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

4/19/2013
CDC
NBCC
10yr Swale Calculations
100-083
Swale Calculations
3 :1 swaies
RH = [(3)(D) / 2(sgrt(9+1)]
0.47D
A = (3D)(D)
= 3D2
Q = (1.49/n)(A)(RHP(S)112
Q = (1.49/n)(3D)(0.47d)(S)"2
Dw3 = [(Q)(n/1.49)] / [(3)(.47 f(S)v21
Swale No. 1
Drainage Area =
0.88 acres
Intensity "I" =
7.23 in/hr
Runoff "C =
0.63
Q = CIA
=
4.01 cfs
swale length =
1004 ft.
difference in height =
4.00 ft.
Slope (S) =
0.0040
n =
0.03
D = 0.71
D = 0.88 ft.
Vel. = 1.74 fps
Swale No. 2
Drainage Area =
0.47 acres
Intensify "I" =
7.23 in/hr
Runoff "C" =
0.72
Q = CIA
2.45 cis
swale length =
144 ft.
difference in height =
1.00 ft.
Slope (S) =
0.0069
n =
0.03
Dw = 0.33
D = 0.66 ft.
Val. = 1.89 fps
v
1� JID
3
3D
Swale No. 3
Drainage Area =
0.46 acres
Intensity "I" =
7.23 in/hr
Runoff "C" =
0.72
Q = CIA
=
2.39 cfs
swale length =
40 ft.
difference in height =
1.00 ft.
Slope (S) = 0.0250
n =
0.03
D8/3 = 0.17
D = 0.51 ft.
Vel. = 3.04 fps
bwaie No. 4
Drainage Area =
0.14 acres
Intensity "I" =
7.23 in/hr
Runoff "C" =
0.5
Q = CIA
=
0.51 cfs
swale length =
140 ft.
difference in height =
3.00 ft.
Slope (S) = 0.0214
n =
0.03
Dm = 0.04
D = 0.29 ft.
pQ: � ESS/6 .-P
° SEAL_ r' _
- v 032555 o -
ECEIVE
MAY 01 2013
BY:

4M0/2013
CDC
Swale Calculations
3 :1 swales
RH = [(3XD)12(sg4(9+1)1
= 0.470
A = (3DXD)
- 3DP
Q - (1.49/nxAKRH)O(S)112
Q - (1.491hXWX0.47d)"(S) 2
DP = [(QXn/1.49n / [(3)(V Ss m]
Swale No. 1
Drainage Area =
0.88 acres
Intensity "I" =
7.23 In/hr
Runoff "C" a
0.63
Q = CIA
=
4.01 dfs
swele length =
1004 ft.
difference In height =
4.00 ft.
Sbpa (S) -
0.0040
n =
0.02
D&° _ 0.47
D = 0.75 fL
vet. = 2.35
NSCC
10yr Swale Calculations
v
1IL ID
3
3D
`�1111i111j/l�.
CA R 0, 4,111,
Q ; •LES5/0
•a SEAL r.
032555 '
• 1
100-063

2/20/2013 NBCC
100-083
CDC Pond Calculations
Total Drainage Area
s . ft. acres
93,585 2.15
Impervious Area
Land Use
s . ft.
acres
buildings
0
0.00
parking/asphalt
39,148
0.90
future
0
0.00
Total
39,148
0.90
Stormwater Calculations:
Time of Concentration
Hydraulic Length (L) = 320 ft.
change in Height (H) = 4 ft.
Tc = (L' /H)a""/ 128
3.58 min.
Flow for 1 year, 24 hour Storm (Q,):
QPRE _ (CPRE) X (11) x (Area)
1.56 cfs
QPosT = (CPosr) x (11) x (Area)
3.43 cfs
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
.ft.
Normal Pool
31.50
13.744
Flood Pool
32.75
17,479
Top of Bank
35.00
21,944
Bottom of Pool
26.25
2,037
% impervious = 0.418
= 41.8%
say 42.0%
CPRE = 0.25
CPosT = (% imp.)(.95)+(1% imp.)(.25)
0.55
11 = 2.90 in/hr
110 = 8.13 in/hr
Flow for 10 year, 24 hour Storm (Q,0):
QPRE _ (CPRE) X (170) x (Area)
= 4.37 cfs
QPosT = (CPosT) x (110) x (Area)
9.61 cfs
State Surface Area Requirement at normal pool:
IPond side slopes = 3 :1
Depth below N.P. = 3.5 ft..
SA/DA = 0.0420
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SA/DA) x (Total Drainage Area)
= 3,931 s . ft.
Provided Storage Volume: Average Depth Calculation:
Vol. _ [(Normal pool SA + Flood Pool SA) / 2] d= [0.25 x (1+ BVS SA/NP SA)] + [((BVS SA +Btm SAY2)x(D/BVS SA)]
x (F.P. elev. - N.P. elev.) - 3.42 ft
119,514 cu. ft.
State Volume Required for Storage of first 1.5" of runoff:
Rv = .05+ .009(% imp)
0.426483
V= (Design ralnfall)(Rv)(Drainage Area)
4,989 cu. ft.
EUEIVE
FEB 2 5 200
4Y:
CAprt���!
R ® ®sue
a SEAL r`, -
• 032555 _
P
G I NE��:������
2.70
100-083 pond design 1 of 2

2/20/2013 NBCC 100-083
CDC Pond Calculations
Pond Volume:
Bottom SA = 2,037 sq. ft. el 26.25
Btm Vag Shelf SA = 7,336 sq. ft. all 31.00
Normal Pool SA = 13,744 sq. ft. all 31.50
Vol. _ [(NP SA + BVS SA) / 2] x (NP el. - BVS el.)+[(Bottom. SA + BVS SA) / 2] x (Bottom. el. - BVS el.)
= 27,531 cu. ft.
Forebav:
Required Volume
Vol. = 20% of Temporary storage provided
5,506 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for Required Volume
Q = Required Vol. / 172,800 sec. (2-days)
= 0.029 cfs
Required Area of Pipe for 2-dav drawdown:
A= 0/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev: N.P. elev.) /3
= 0.75 ft.
A = 0.0069 sq. ft.
Diameter of Pipe for 2-dav drawdown:
DIA. = SQRT[(A x 4) / pi]
0.0939 ft.
= 1.13 in.
"Use: 1"in diameter pipe
Drawdown time 1" pipe = 2.7 days
Provided Volume
Vol. _
6,056 cu. ft.
Flow for 5-day drawdown:
for Required Volume
Q = Required Vol. / 432,000 sec. (5-Jays)
0.012 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ftJsz
h = (F.P. elev. - N.P. elev.) / 3
0.75 ft.
A = 0.0028 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.0594 ft.
0.71 in.
100-083 pond design 2 of 2

RWIAS
A 'o* i A I
"I ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
April 16, 2013
Pastor Robert Campbell
New Beginning Christian Church, Inc.
3120 Alex Trask Drive
Castle Hayne, NC 28429
Subject: Request for Additional Information
Stormwater Project No. SW8 130208
New Beginning Christian Church
New Hanover County
Dear Mr. Campbell:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received and accepted a State Stormwater
Management Permit Application for New Beginning Christian Church on February 25,
2013. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the
stormwater review:
Currently, the New Hanover County website shows this property (R3308-
002-009-000) to be 11.67 acres. Your drawings show that a large part of
another tract is included with this tract. The other tract (parcel # RI3300-
003-001-000) is 51.69 acres according to the County records. Please
submit a copy of the deed for the 17.94 ac tract, developed with the help
of the surveyor. As you stated, the applicant is purchasing a portion of the
51.69 acres. This portion will be recombined with part of the 11.67 ac
tract to create a parcel with a total of 17.94 ac as shown on our plan. This
was under contract prior to us submitting the plans and it is scheduled to
close on April 1, 2011
2. Please submit a copy of the swale velocity calculations for all swales on
this project.
Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms to ensure that the numbers are
consistent throughout.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to April 30,
2013, or the application will be returned as incomplete. The return of a project will
necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email 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 Division is allowed 90 days from the receipt of a completed
application to issue the permit.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance:1-877-623-6748
Internet: www.ncwaterquality.org
A. C... 1 /1..... A...p.. I AfFrm. N% AM;— C...nl.......

Nlw Beginning Christian Church, Inc.
'April 16, 2013
Stormwater Application No. SW8 130208
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] or email me at [e-mail].
Sincerely,
ie
Steve G. Pusey
Environmental Engineer
GDS/sgp: S:MMStormwateAPermits & Projects120131130208 02013 04 addinfo 130208
cc: Charles Cazier, PE — Intracoastal Engineering PELC
Wilmington Regional Office Stormwater File
Pan, 7 of')

Pusey, Steven
From:
Pusey, Steven
Sent:
Monday, April 15, 2013 5:46 PM
To:
'Charlie Cazier'
Subject:
New Beginning Christian Church
Importance: High
Charlie,
Please submit a copy of the deed for this 17.94 acre tract. The New Hanover County website shows this property
(R3309-002-009-000) to be 11.67 acres. Your drawings show that a large part of another tract is included with this
tract. The other tract (parcel # R3300-003-001-000) is 51.69 acres according to the County records. Please explain.
I would appreciate a response ASAP but hopefully no later than Wednesday this week.
Thanks,
Steve
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third panties.

NEW HANOVER COUNTY
Engineering Department
230 Government Center Drive • Suite 160
Wilmington, North Carolina 28403
TELEPHONE [phone]
Fax [phone]
March 6, 2013
Mr. Charles D. Cazier, PE
Intracoastal Engineering, PLLC
91 Pelican Point Road
Wilmington, North Carolina 28409
E-Mail: [e-mail]
RE: New Hanover County Stormwater ATC Preliminary Approval
New Beginnings Church
Dear Mr. Cazier:
James P. hanucei, PE, CPM
CountyEngineer
T. Jason Clark, PE
Chief Project Engineer
We have reviewed the submittal package for the above referenced project and are granting
Preliminary Approval. We offer the following comments regarding Preliminary Approval:
The plans and calculations are in agreement with the New Hanover County Stormwater
Ordinance. In accordance with Section 30.3 of the New Hanover County Stomawater
Design Dlanual, Designer and Ou-ner Plan Certifications are required on all stormwater
design plan sheets. Please have the owner provide original signatures on the plan sheet
certifications.
If you have any questions, please contact the County office at 798-7139.
Sincerely,
. Jason Clark, PE
Chief Project Engineer
cc: File

Intracoastal Engineering PLIE
May 17, 2013
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: New Beginning Christian Church
SW8130208
PN 1oo-o83
Dear Mr. Pusey,
I response to your Additional Information request May 16, 2013 we offer the
following:
1. Highlighted Drainage Area map showing all drainage areas, including the
existing building and parking lot, with drainage arrows indicating direction of
flow.
2. This is an existing offsite parcel as far as we can tell built in the early go's. This is
not part of our requested permit.
3. The additional impervious area has been added to the future section on page #3
of the application. Please find revised page #3 enclosed.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
i]
AECEIVED
MAY 17 2013
BY.
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

Pusey, Steven
From:
Pusey, Steven
Sent:
Thursday, May 16, 201311:24 AM
To:
'Charlie Cazier
Subject:
New Beginning Christian Church
Charlie,
We just need a few things in order to move forward with the permit. Please provide the following information ASAP.
1. A drainage area map showing all drainage areas, including the existing building and parking lot, and show some
drainage arrows describing the runoff direction for the existing BUA.
2. Please provide proof for when the existing building and parking lot were built. Google Earth only showed history
back to 2/93.
3. It would be a good idea to include future area for this overall low densiy permit. I calculated an amount of
127,621 square feet in order to meet the 24% low density requirement. Please confirm and put this on your
permit application if desired.
Please let me know when you can get back to me on these issues.
Thanks,
Steve
cram Q.
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
MW Before printing this email, please consider your budget and the environment
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third parties.

02/20/13
Stormwater Narrative
New Beginning Christian Church
New Hanover County, NC
PN 100-083
New Beginning Christian Church is a proposed 17.94 acre tract located in New
Hanover County, NC. The tract is currently vacant and used for agriculture. The site is
bordered by Alex Trask Drive to the West, Blue Clay Road to the Bast, Residential to the
North, and farm land to the South. The site proposes a parking lot of ioo spaces and 20'
asphalt drive for access to Blue Clay Road. The parking lot is being viewed as a pocket of
high density and therefore provided a Wet Pond for stormwater treatment. The site has
anexisting impervious surface of o s.f nd propose 59,931 s.f. f impervious surface for
the parking and drive. The proposed percent impervious for the site is 7.67%. l.;A.wk A4,e J
Runoff will be directed to a wet detention pond by means of 3:1 grassed swales.
The majority of the runoff from the proposed parlcng lot •r'lill be directed by sheet flow
to curb cuts located along the western parking bay. The curb cuts will direct runoff into
the 3:1 grassed swales, which direct the stormwater to the wet pond. The wet pond has
been designed to treat the 1.5" runoff and 25Yr 24hr pre -post requirements. Runoff
from the site is discharged to Ness Creek QSW Index#18-74-62.
74 i 1�n a I /Z.eJ

a .; .. A
T�
Tl i,NI ` all
�
Go3�te earth �� °oQ 00
�s ,, c< /
Z/g 3

Completeness Review Checklist
Project Name: 460 ettug-u Received Date: a�� 1'3
Project Location: C ,c�C � � AhA Accepted Date:
Rule(s) [2008 Coastal 1:11995 Coastal ®Phase II (WiRO) ®Universal 1:31988 Coastal
(Type of Permit: I0ew-)or
�Mod or PR [Existing Permit # (Mod or PR): nPE Cert on File?
Density: HD or «u Type: Co rcial or Residential ®NCG:
%:0(90 OK?) Streamclass: �SA Map ®Offsite to SW8
Subdivided?: Subdivision or in le L MORW Map Exempt
Paperwork Emailed Engineer on: n(�
OSupplement(s) (1 original per BMP) BMP Type(s): (A)C-aA,u,LO �b Iu \'nN� �k CC7 -rtW (x-XxkQ,(—
Do&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures
®Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer.
0$505 (within 6mo) ® 'WC uR& 11 Q,-iu P„ Q . SC .dY15 To 14,OA)E
®Soils Report with SHWT WO�'KE�J 1—ti ubGH T-h I65UI S
®Calculations (signed/sealed) • l�JEE\� IV?OU �c c� 7 rTj:jE
ONoobvious errors
�s�,���c3Pl�jEN7
includes common areas, etc
Deed Restrictions, if subdivided:
ned & Notarized
Plans
LJ2 Sets
®Grading
®Vicinity Map
El Legend
Infiltration
Soils Report
SHWT:
Bottom:
Visited:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
®Wetlands: Delineated or No Wetlands
11 Layout (proposed BUA dimensions)
®DA Maps ®Project Boundaries
Wet Pond
®Soils Report
SHWT: -
PP:
Offsite
®PE Cert for Master
®Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
®Lot # Matches Master
sf
sf

Lp
Intracoastal Engineering PLLc
February 20, 2013
North Carolina Department of Environment and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699
Ann: Kelly Johnson
Re: New Beginning Christian Church
New Hanover County
PN 1oo-oft
Dear Ms Johnson,
RMFF3254""13
ECEIVE
FEB 2 5 2013
BK
Please find enclosed one (1) $Sn5.00 fee check, one (D Original and one (1) copy
of stormwater application, one (1) Wet Detention Basin Supplement, one (1) Wet
Detention Basin Operation and Maintenance Agreement, one (i) Low Density
Supplement, one (1) Project Narrative, two (2) sets of talcs and two (2) sets of plans for
the above referenced project. We are addressing your comments from your letter dated
February 8th, 2013 regarding application return.
1. Existing Church: In your resubmittal please include a discussion regarding why
the existing church was not included in the project area for this submittal.
Google Earth shows that there was a building on the tract in 1998, that the
building was torn down by 2002 leaving the parking lot in -tact, and that a new
building has been built on the track since 2010. It is unclear when the original
building was built. Was the church built prior to 1988 such that it was not
subject to permitting, or was it built in such a way since 1988 that it did not
require a pennit? If there was a building in place on the tract prior to 1988, how
does the pre-1988 impervious area and drainage pattern compare to the
proposed impervious area and drainage pattern? If there was no increase in
impervious area on a tract constructed prior to 1988 and if the stormwater
treatment is equal or better than the pre-1988 conditions, then the church tract
with the original parking lot could qualify for a redevelopment exclusion. If the
church tract does not qualify for a redevelopment exclusion, the please contact
our office to determine how to proceed. Some impervious area will likely have to
be treated if that is the case.
• The original building was constructed ujior to 1 88. The original building
was lost due to a fire. The current building was constructed back with a
similar footprint. This building and parking area are on a separate lot and
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

requested to remain. These items were reviewed and accepted by New
Hanover County prior to the building being built back.
2. Stream: If there is a stream on the property please label the stream with the tops
of bank, and provide the appropriate buffers.
• No stream on site per SEGI (Southern Environmental Group, Inc.)
3. Wet Pond: I understand that the wet pond will be installed on this overall low
density project because the project collects the parking lot with curb and gutter
and because the proposed development does not locate the impervious areas in
upland areas and away from surface waters and drainageways per 2oo8-211,
Section 2(b), (3)(a)(1). Please locate the permanent pool within six inches of the
SHWT. Please see page 10-2, # 19 of the BMP Manual for further details.
• The pond has been revised to meet SHWT 6" separation. Please find
updated plans, calculations, supplements etc attached.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazier, PE
RECEIVE
FEB ?52op
sv` �%

WET DETENTION POND ANALYSIS -ALL RULES
FILE NAME: SAMS111torrnwaterlPermits & ProjectsAle yearlfolder nameldoc yr mo excel WP 130208
PROJECT t SW8 130208 REVIEWER: S. Pussy
Initial Run Date 4116/13
PROJECT NAME: New Begimvrig Christian CMuds Last modified 16-Apr--13
Receiving Stream: Ness Creek
Drainage Basin: Cape Fear
Is new DA being added? I N Y or N
Rules- -AW or "Ph2" I 2M8
Buildings
square feet
Street
4316.0D square feet
Parking or SW
3483200 Square feet
Future
square feet
Offsite
Square feet
Other
square feet
BUA at w,u u6w
square feet
TOTAL
39148.00 square feet
Class.
Within 112 mile?
Index No.
New Added DA
Total DA
1
0.98
0.95
n
SURFACE AREA CALCULATION (Including old and new DA and BUA)
Overall % Impervious 41.83%
®Average Design Depth 3 5 feet
TSS, 85 or 90. 90 %
®Drainage Area
BUA
Post development Rv=
0.00
r 0.00
Old BUA Design Storm
Old BUA Design Volume
I D
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches) from NOAA chart
Predevelopment Rv value (0.05 if no existing BUA)
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
2008 Design Volume 4989 cubic feet
Phase 2 Design Volume 1 4989 Icubic feet
Required Volume
aAgA
cf
Top of Sediment
2625
msl ........
Bottom of Shelf
31.00
Mel........ .
Permanent Pool
3150
msl.........
Top of Shelf
32.0D
msl.........
Temporary Pool
32.75
mud. .......
Volume met at elev,
31.84
msl
*"Vol. Prov. at TPE
19514
cf
only works if iPE a top of shelf elevation
Average Head
Flow Q2, cis
Flow 05, cfs
No. of Orifices
Diameter, Inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orfte fiowclyfUhr ?
or N
user input req.
formula
Brealadown of BIJA old DS
Buildings/Lots
Street
Padding I SW
Other
SAIDA Ratio 4.18%
Req. SA 3915 Sf
Prov. SA 13744 isf
do not Include previously approved BUA as existir
:feet
:feat
. Pool Volume-
Forebay Volume=
ded Volume=
Riot
cfs
ifs
or weir H x W
days
NOAA chart a
unitless
Q2 Ares 1.36
Q5 Ares 0.54
Orifice Area 0.79
Avg. Flow Q 0.017E
in x
'# of end oontra ftm, N =
discharge coefCfctent, C =
Effective weir length, L
sq. inches
sq. inches
sq. inches
cfS
3.32
10.00
In

Southern r nvironmental Group, Inc.
5315 South College Road, juite E, • Wilmington, Nord. Carolina 28+1 2
Phone: 910.452.271 1 • [-ax: 91 OA52.2899 • Email: office@seg i.us
www.segi.us
October 18, 2012
Mr. Charles Cazier
Intracoastal Engineering, PLLC.
91 Pelican Point Rd.
Wilmington, NC 28409
RE: Seasonal High Water Table Investigation, New Beginnings Christian Church Property
Alex Trask Drive and Holland Drive, Wilmington, NC
Dear Mr. Cazier,
This correspondence is in reference to 2 parcels of land located off of Alex Trask Drive and Holland
Drive, near Wrightsboro, New Hanover County, North Carolina. There is an existing church building
located at the northwestern end of the proposed project.
Our firm visited the site in order to estimate the seasonal high water table level at the site of a proposed
stormwater pond (see attachment).
The proposed pond location is currently a cultivated farm field. A hole was dug at one location within the
location of the proposed pond to a depth of 50 inches. The soil colors were measured using a Munsell
Soil Color Chart. From the. soil surface down to 20 inches the soil consisted of black sandy loam. From
20 to 34 inches, the soil consisted of very dark gray sandy loam. At 34 inches, the soil changed to gray
sandy clay loam, with common yellowish brown mottles. After 15 minutes, the depth to standing water
in the hole was measured at 36 inches below the ground surface.
Please feel free to contact me if you should have any questions about this report
Sincerely,
`jou n Environm tal Group, Inc.
David Scibetta
Project Manager
Attachment: Proposed Site Plan with Soil Boring Location
l FEB 2 5 2013
BY:

New Beginnings Christian Church
Soil Boring Location Map
l
p � 1 l ?ROpOS?-D I
gp(71LAR
Soil Boring Location
All Nad
�.,�, •k
l USE
yyNlllg OF TUBE DiSYl7RE�� /�
aunssowa f
� J 1

CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
February 8, 2013
Pastor Robert Campbell, Board President
New Beginning Christian Church, Inc.
3120 Alex Trask Dr.
Castle Hayne, NC 28429
Subject: APPLICATION RETURN
New Beginning Christian Church
New Hanover County
Dear Pastor Campbell:
John E. Skvarla, III
Secretary
On February 1, 2013, the Division received an incomplete State Stormwater Management Application for the project
listed above. The application and check number 10243, in the amount of $505 are being returned because the
application package lacked the necessary elements to accept it for review. Please provide the following information
upon the next submittal of this application package:
Existing Church: In your resubmittal please include a discussion regarding why the existing church was not
included in the project area for this submittal. Google Earth shows that there was a building on the tract in
1998, that the building was tom down by 2002 leaving the parking lot in -tact, and that a new building has
been built on the tract since 2010. It is unclear when the original building was built. Was the church built
prior to 1988 such that it was not subject to permitting, or was it built in such a way since 1988 that it did not
require a permit? If there was a building in place on the tract prior to 1988, how does the pre-1988
impervious area and drainage pattern compare to the proposed impervious area and drainage pattern? If
there was no increase in impervious area on a tract constructed prior to 1988 and if the stormwater
treatment is equal or better than the pre-1988 conditions, then the church tract with the original parking lot
could qualify for a redevelopment exclusion. If the church tract does not qualify for a redevelopment
exclusion, then please contact our office to determine how to proceed. Some impervious area will likely
have to be treated if that is the case.
2. Stream: If there is a stream on the property please label the stream with the tops of bank, and provide the
appropriate buffers.
3. Wet Pond: I understand that the wet pond will be installed on this overall low density project because the
project collects the parking lot with curb and gutter and because the proposed development does not locate
the impervious areas in upland areas and away from surface waters and drainageways per 2008-211,
Section 2(b), (3)(a)(1). Please locate the permanent pool within six inches of the SHWT. Please see page
10-2, #19 of the BMP Manual for further details.
Please visit DWQ's website at httD://h2o.enr.state.nc.us/sulbmo forms.htm to download the latest available forms,
Please provide the requested information and return the package to the address below. Note that the 90-day
statutory permit review time begins upon receipt of a complete application.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: 91M07-64921 DENR Assistance:1-877-623-6748 NorthCarohna
Internet www.ncwateroualiltr.oro

Campbell
February 7, 2013
Page 2 of 2
If you have any questions, please do not hesitate to call me at [phone] or email me at
[e-mail].
GDSlkpj: S:1WQS1StormwateAPermits & Projects\Application Return12013 02 New Beginning Christian
cc: Charles D. Cazier, PE, Intracoastal Engineering
Wilmington Regional Office Stormwater File

NEW BEGINNING CHRISTIAN CHURCH INC eeaT 10243
3120 ALEX TRASK DR BS 910-341-7984 BRANCH BANKING AND TRUST COMPANY
CASTLE HAYNE, NC 28429 1-800-BANK BBT BBT.com
66-112J531
1 /3/2013
Y TO THE NCDENR
;DER OF $ **505.00
Five Hundred Five and 00/100****************
NCDENR DOLLARS
°MO
Stormwater
II'0LO24Ps 1:053LOLL20:0005LO266602;II0

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina l/
Department of Environment and Natural Resources
Division of Water Quality I J
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
New Beginning Christian Church
2. Location of Project (street address):
3120 Alex Trask Drive
City:Castle Hayne County:New Hanover Zip:28429
3. Directions to project (from nearest major intersection):
Site is located approx. 5001.f. Northeast of the intersection of Alex Trask Drive (R. 23. 5) and
Holland Drive (S.R. 1358).
4. Latitude:34° 17' 58" N Longitude:77° 54' 43" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberN/A , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density [-]Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 5.50 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:N/A
ECEIVE
FEB 01 200
BY:
Form SWU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:New Beginning Christian Church, Inc.
Signing Official & Title:Pastor Robert Campbell
b. Contact information for person listed in item 1a above:
Street Address: 3120 Alex Trask Drive
City:Castle Hayne State:NC Zip:28429
Mailing Address (if applicable): 3120 Alex Trask Drive
City:Casetle Hayne State:NC Zip:28429
Phone: (910 ) 264-0732 Fax: ( )
Email: nbcc401pastor®gmail.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Or anization:N jA
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:_
Phone:
Email:
State: Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person ,riho can answer questions about the project:
Other Contact Person/Organization:N/A
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone:
Email:
Fax: ( )
4. Local jurisdiction for building permits: New Hanover County
Point of Contact:Linda Painter Phone #: (910 ) 798-7068
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated by means of 3:1 Grassed Swales directed to a Wet Pond.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PLDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: N/A Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 17.94 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area+:
17.94 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Higgh Water (NHW) line or Mean HiXh Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 7.67 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Ness Creek
Ness Creek
Stream Class *
QSW
C,SW
Stream Index Number *
18-74-62
18-74-62
Total Drainage Area (sf)
93585
297407
On -site Drainage Area (sf)
93585
297407
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** (sf)
39148
20783
% Impervious Area** (total)
41.83%
7.00%
Im m—dour'" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Dramage Area
On -site Buildings/Lots (sf)
0
0
_
On -site Streets (sf)
4316
20783
0
0
On -site Parking (sf)
34832
0
0
0
On -site Sidewalks (sf)
0
0
0
0
Other on -site (sf)
0
0
0
0
Future (sf)
0
0
0
0
Off -site (sf)
Q
0
0
0
Existing BUA*** (sf)
0
0 1
0
0
Total (sf): 1
39148
20783
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wg4s/csu/classifications
** Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SW-101 Version 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhU://12ortal.ncdenr.org/web/­3y-q/ws/su/bop-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://12ortal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from b-U://12ortal.ncdenr.org/web/wg/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. le-1;
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants &4
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/naves/oneaWeVress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
e Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Jun2010 Page 4 of 6
- LS
4
L
'.Jt-S

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a.site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2683 Page No: 396_
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htW://www secre= state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
bttp://portal.ncdenr.gm/web/wq/ws/­su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Charles D. Cagier
Consulting Firm: Intracoastal Engineering
Mailing Address:91 Pelican Point
City:Wihnington State:NC Zip:28409
Phone: (910 ) 409-3567 Fax: L N/A
Email:Charlie®intracoastalengineering.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) N/A , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
, and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Pastor Robert Campbell
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwalgr rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Date: -A•v 1, 2013
v —�� 1
I, l a lm m y V }�y /� fy a Notary Public for the State of K o l- % r8 I IrJ 9County of
NBnwicg- do hereby certify that '. A-e r-t, L . Carnphall personally appeared
before me this 3kd day of 31A 1Aa r 3 and acicn dge the due xe ution of the application for a
stormwater permit. Witness my hand and official seal,
-N J
~ V Z
A NO +
SEAL
My commission expires to 9 4, (? � .2, D / 3
Form SWU-101 Version 07Jun2010 Page 6 of 6

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record. will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches ( P„
Coastal County). Records of operation and maintenance should b ep PC! own set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems are. found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
I
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
j
_
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Ok
ti
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 3.25 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 30.25
27.0 Pe nen Pool
- - - - - - - - - - - - - Volume Sediment Removal Elevation 25.0 Volume
26.0 ft Min.
----------------------------------- ------- ------
Sediment Bottom Elevation 24.0 1-ft
Storage Sedimex
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
Page 3 of 4
r
ay r L

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: New Beginning Christian Church
BMP drainage area number:
Print name:Pastor Robert Campbell
Title:
Address: 3120 Alex Trask Drive Castle HoMe, NC 28429
Date: A, 1, 2,01.5
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president,
I, a mran V IIIy n� , a Notary Public for the State of
9b r•}h Cawb1 J niA , County of g P_W J4&At> 4R_ , do hereby certify that
lobc6b L. C4w%p6e 1 personally appeared before me this 311d
day of nuay%w 4013, and acknowledge the due execution of the
forgoing wet ykt¢ntion basin npaintgnance requirements. Witness my hand and official
seal,
SEAL
10.
r
My commission expires -1 ua Us
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : New Beginning Christian Church
Contact Person: Pastor Robert Campbell Phone Number: ( 910 ) 264-0732
Number of Lots:1 Allowable Built Upon Area (BUA) Per Lot* _187,552 s.f.
Number of Dwelling Units Per Acre":
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
® Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase H Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h.2o.enr.state.nc.us/su/bmp_fo:ir.s.hL--n),
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lotsmbmed.
• Total BUA from lot listing - the sum of built upon area allocated for each lot the list of non-uni in lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4 " ---

Caliilation:
For uWform lot sizes:
e
(SA: 781466 ft2 x DF: 0.24)-(RA: 0 ft2) — (OA: 0 ft2) = BUA per Lot=187,552 ft2
(No of Lots: j)
For non -uniform lot sizes:
a. (SA: ft2 x DF: ) — (RA: ft2) — (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf b must be S a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/Pfds/
Table 1. Swale design information based on the 10-vear storm.
Swale No.
Drainage
Area ac
Impervious
Area ac
Grassed
Area ac
C
Q
cfs
Slope
N%
Vallow
s
Vactwi
s
Flow
Depth ft
1
0.88
0.48
0.40
0.63
4.01
0.4%
2.5
2.35
0.75
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
20
z
b
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
&A a. t
For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
b. t
For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
C. t
For Phase lI Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
_r A d.
Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
e.
Built upon area calculations are provided for the overall project and all lots.
f.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
r
h.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
_ i.
At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
1J1A j.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity <_ 2 ft/s).
_ k.
Swale detail and permanent vegetation is specified on the plans.
1.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
z m.
Swales are located in recorded drainage easements.
UA n.tt
Length of swale or vegetated area is at least 100 feet for each curb outlet.
A)J o.tt
The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
Y p.tt
Curb outlets direct flow to a swale or vegetated area.
:;..
Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may re
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09
Page 3 of 4:`

c
V. -SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, 'and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Pastor Robert Campbell
Address:3120 Alex Trask Drive Castle HMe NC 28429
Date: '3-,4nr I ZO/ 3
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
a Notary Public for the State of AI&f' ) -Ml *1 A , County of
ALW HanDvf-2 , do hereby certify that 'Q6erA L. Camp. personally appeared before me this
day of , and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness and and official seal,
Notary signature
®�,410faeRldo0Os
`eyJ 14Y��i
tEALZ
Ls � Z
PUIeN0N
Form SW401-Low Density-Rev.3-2/10/09
My commission expires uoa L 61. � 4
Page 4 of 4;;

Permit
(to be provided by DWQ)
'7
W
HCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /I/) must be printed, filled out and submitted along with all of the required information.
L PROJECT INFORMATION
Project name New Beginning Christian Church
Contact person Charles Cazier, P.E.
Phone number (910) 4093567
Date 1/30/2013
Drainage area number 1
11. DESIGN OrFORMATiON
Site Characteristics
Drainage area 93,585 fe
Impervious area, post -development 39,148 f?
% impervious 41.83 %
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: )-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pod elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
4,989 fe
44,510 fe
fe
if
ft3
fe
N (Y or N)
in
(unitless)
(unitless)
in/hr
0.09 fe/sec
0.19 ffs/sec
0.10 fts/sec
OF W ATLcR
OK, volume provided is equal to or in excess of volume required.
33.00 fmsl
3025 fmsl
30.95 fmsl
30.75 fmsl
29.75 fmsl
25.00 fmsl
24.00 fmsl
1.00 ft
Y (Y or N)
33.0 fmsl OK
'
M
Form SW401-Wet Detention Basin-Rev.9411 aN 2 Parts I. & rl. Design Summary, Page 1 of 2

Perrnit
(to be Provided by DWQ)
1I. DESIC>*IINFOIRMATION
Surface Areas
Area, temporary pool 19,868 fe
Area REQUIRED, permanent pool 3,931 fe
SAIDA ratio 420 (unitiess)
Area PROVIDED, permanent pool, Ape._pw
Area, bottom of 1Oft vegetated shelf, Aye �18,,
Area, sediment cleanout, top elevation (bottom of pond), A"nd
Volumes
Volume, temporary pool
Volume, permanent pool, Vp,,,,, .,
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vpe---i
Area provided, permanent pool, A,,,,,
Average depth calculated
Average depth used in SAIDA, d.., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Aperrn_p.,
Area, bottom of 1 Oft vegetated shelf, AyoLshe11
Area, sediment cleanout, top elevation (bottom of pond), Ab.yo d
'Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d., (Round to down to nearest 0,5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice ('If -non -circular)
Coefficient of discharge (Cu)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C„,)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
12,503 OK
6,908 fe
1,806 fe
44,510 fe OK
25,549 fe
6,771 its
26.5% % Insufficient forebay volume.
90 %
Y (Y or N)
N (Y or N)
420 (unitless)
N (Y or N)
25,549 ff
12,503 ff
3.38 It OK
3.5 ft OK
Y (Y or N)
12,503 ff
6,908 f"
1,806 fe
4.75 ft
3.38 It OK
3.5 It OK
_ (Y or N)
1.00 in
_ in'
0.60 (unitless)
0.67 ft
_(Y or N)
_ (unitless)
(unitless)
-n
ft
0.09 felsec
0.19 fe/sec
0.02 fe/sec
2.70 days OK, draws down in 2-5 days.
3 :1
OK
10 :1
OK
10.0 ft
OK
5 :1
OK
5.0 :1
OK
Y (Y or N)
OK
Y ft
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Pump
r
e
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. & II. Design Summary, Page 2 of 2

('80
Completeness view
Project Name: ��QA� � �C� Received Date: 1;N 13
Project Location: Accepted Date:
Rule(s) ®-1568 Coastal 1:11995 Coastal ®Phase II (WiRO) ®Universal ❑1988 Coastal
Type of Permit: hiey or Mod or PR Existing Permit # (Mod or PR): MPE Cert on File?
Density: HD or LD Type: Cor{imcial or Residential ®NCG:
C.
%: 00) Stream Class: C-5 uk) 1®SSA Map ®Offsite to SW8
Subdivided?: Subdivision or Si le of 1 a 10RW Map Exemot
Paperwork Emailed Engineer on: a1!1 L3
upplement(s) (1 original per BMP) BMP Type(s): ON
M-
W with correct/original signatures (1 original per BMP except LS/VFS and swales) 15
®Application with correct/original signatures
L
orp or LLC: Sie. Auth. per SoS or letter Note to Reviewer:
$505 (within 6mo) _ �� � +5 �7eO Qt lA) � �W7 �'S
Soils Report with SHWT ` ` D$-AeLa4Pfnf�l DaGSV T Pj�7 7D
®
ation i A"t' 50 Its. is ?(toR05t�4 � I �sNp
�adcul s (s fined/sealed)
0
No obvious errors
Density inclu es c ' mon areas, etc - !%11 Sf{� tfo �R%nf6 �BM 17761'J.[,,� S (S W
r eed Restrictio �s, if sub ed: 31XXA1'AIOr') W I Rw ser q- �1sr ' ir'3 7
®Signed & N arized
�� ? S-ri � n(�.D �L 13v12 �n�C� , o9 nfaI
-} --moo
Correct Tem to (Comm s� D�LD) or Dec. Covenants & Rest-' lb-4k .0 to -to
Plans
[- r ` Sets
®Grading
®Vicinity Map
®Legend
Infiltration
Report
Bottom:
Visited:
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
0DetailsNads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
DA Maps
Wet Pond
®Soils Report
SHWT: -
PP:
®Project Boundaries
Offsite
®PE Cert for Master
®Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
®Lot # Matches Master
sf
sf
Permitted Proposed: Proposed: Proposed:
30.0.5 ��

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, February 04, 2013 12:13 PM
To: 'Charlie Cazier
Subject: New Beginning Christian Church
Charlie,
I am going through this application, and I have a couple of questions for you. Did you mean to include a soils report
showing the SHWT? I did not see that in the package. The PP is at 30.25msi, but the SHWT is at 30.95msi (more than 6in
apart)? Also, have you already been working with someone here about putting the development "in upland areas away
from drainageways...etc" such that the pond is being installed? If not, that is fine, I just wanted to make a note on my
summary sheet if you had already worked with someone here.
Thanks,
K1
*** My email has changed to [e-mail]
K4LIwohV1.sow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Intracoastal. Engineering PLLC
January 31, 2013
NCDENR
Davision of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: New Beginning Christian Church
PN 1oo-o83
Dear To Whom it May Concern,
RECT F E B 01 Z013
Please find enciosed (1) original and (1) copy of the Stormwater application
(SWU-lol), (1) fee ($505.00), (1) Wetpond supplement, (1) Operation & Maintenance
Agreements, (1) Low Density Supplement, (1) Stormwater Narrative, (1) copy of deed,
(1) USGS Map and (2) sets of plans for the above referenced project.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
J
Charles D. Cazier, P.
ECERVE
FEB 01 206
BY:
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

01/31/13
Stormwater Narrative
New Beginning Christian Church
New Hanover County, NC
PN 100-083
New Beginning Christian Church is a proposed 17.94 acre tract located in New
Hanover County, NC. The tract is currently vacant and used for agriculture. The site is
bordered by Alex Trask Drive to the West, Blue Clay Road to the Bast, Residential to the
North, and farm land to the South. The site proposes a parking lot of 10o spaces and 20'
asphalt drive for access to Blue Clay Road. The parking lot is being viewed as a pocket of
high density and therefore provided a Wet Pond for stormwater treatment. The site has
an existing impervious surface of o s..f and proposes 59,931 s.f. of impervious surface for
the parking and drive. The proposed percent impervious for the site is 7.67%.
Runoff will be directed to a wet detention pond by means of 3:1 grassed swales.
The majatity of the ranoff f-Lom the proposed parking lot will be directed by sheei low
to curb cuts located along the western parking bay. The curb cuts will direct runoff into
the 3:1 grassed swales, which direct the stormwater to the wet pond. The wet pond has
been designed to treat the 1.5" runoff and 25Yr 24hr pre -post requirements. Runoff
from the site is discharged to Ness Creek C;SW Index#18-74-62-.
�ECEIVED
FEB 0 t 20f3
BY:

r
*31/2013
CDC
NBCC
Pond Calculations
100-083
Total Drainage Area
sq. ft.
acres
93,585
2.15
Impervious Area
Land Use
s . ft.
acres
buildings
0
0.00
parking/asphalt
38148
0.90
future
0
0.00
Total
1 39148
0.90
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 320 ft.
change in Height (H) = 4 ft.
/H)aw 1128
= 3.58 min.
Flow for 1 year, 24 hour Storm (Q1):
QPRE _ (CPRE) X (11) x (Area)
1.56 cfs
QPosT = (CPosT) x (11) x (Area)
3.43 cfs
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
(sq. ft.
Normal Pool
30.25
12,503
Flood Pool
33.00
19,868
ITop of Bank
35.00
23,963
Bottom of Pool
25.00
1,806
% impervious = 0.418
= 41.8%
say 42.0%
CPRE = 0.25
CPosT = (% imp.)(.95)+(1 0/o imp.)(.25)
0.55
11 = 2.90 in/hr
110 = 8.13 in/hr
Flow for 10 year, 24 hour Storm (010):
QPRE _ (CPRE) X (110) x (Area)
4.37 cfs
QPosT = (CPosT) x (110) x (Area)
9.61 cis
below N.P. =
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter)
Required SA = (SAIDA) x (Total Drainage Area)
Provided Storage Volume: Average Depth Calculation:
Vol. _ [(Normal pool SA + Flood Pool SA) / 2] d= [0.25 x (1+ BVS SA/NP SA)] + [((BVS SA +Btm SA)/2)x(D/BVS SA)]
x (F.P. elev. - N.P. elev.) = 3.38 ft
44,510 cu. ft.
State Volume Required for Storage of first 1.5" of runoff:
Rv = .05+ .009(% imp)
= 0.426483
V= (Design rainfall)(Rv)(Dralnage Area)
4,989 cu. ft.
FEB 012013
S' !�
a SEAL
032555GiNS
-
.
16S D. 0-
!llllll►����
i
100-083 pond design
1 of 2

f/31/2013 NBCC 100-083
CDC Pond Calculations
Pond Volume:
Bottom SA =
1,806 sq. ft. el 25.00
Btm Vag Shell SA =
6,908 sq. ft. el 29.75
Normal Pool SA =
12,503 sq. ft. el 30.25
Vol. _ [(NP SA + BVS SA) / 2] x (NP el. - BVS el.)+[(Bottom. SA + BVS SA) / 2] x (Bottom. el. - BVS el.)
=
25,549 cu. ft.
Forebav:
Required Volume
Vol. = 20% of Temporary storage provided
= 5.110 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for :Required Volume
Required Vol. 1172,800 sec. (2-Jays)
0.029 cfs
Required Area of Pioe for 2-dav drawdown:
A= Q I [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ftJsz
h = (F.P. elev: N.P. elev.) /3
= 0.666667 ft.
A = 0.0073 sq. ft.
Diameter of Pioe for 2-dav drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.0967 ft.
1.16 in.
'Use: 1" In diameter pipe
Drawdown time 1" pipe = 2.7 days
Provided Volume
Vol. _
= 6,771 cu. ft.
Flow for 5-day drawdown:
for Required Volume
Q = Required Vol. / 432,000 sec. (5-days)
0.012 cfs
Required Area of Pioe for 5-dav drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev. - N.P. elev.) / 3
= 0.666667 ft.
A = 0.0029 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.0612 ft.
0.73 in.
100-083 pond design 2 of 2

ACME Mapper 2.0 - 3.7 mi NxNW of New Hanover County NC Page 1 of 1
ECEIVIE
FEB 0 12013
BY: AMIGIS
http://mapper.acme.com/ 1/30/2013

NCDENR - NCDWQ Stormwater Permitting Map Page 1 of 1
NC Depardnent of Environment and Natural Resources
Water Quality - NCDWQ Stormwater Permitting Map
Back to Stormwater Permitting (http://portal.ncdonr.org/web/wq/ws/su/maps)
NEW DWQ Stormwater Permitting Map Viewer
Enter Address: Find Address Reset
Latitude (decimal degrees, N): Longitude (decimal degrees, W): Find Location
Need to convert de-,grees,Lmtnutes,�seconds to decimal. forrnat7,�hnp;/aaidnm.tQov/mb(auajaacicev000M.ug _d�dm.i.hon�..
Or, just enter coordinates in the'ADDRESS' field Like this: (deg min sec) (-deg min sec), and then click Find Addres3.
Need help with this map? Contact Bethany Georgoulias at [phone] or be.hpmr_georgouliasslncdenr,gov
Click on the map to see permitting information.
Please check with the local government to verify current boundaries and specific stormwater requirements.
p
INV
n
CTTC
i
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Vo~*d by GW&►trpg-�.vas.lu�rtanya ae�raa.r .a. ..,yJu and-C,_oo-�Ea�RB.]Gaas mW16MVLR r..m.✓R.b..ewL
Novo: ModNMd 2010 rderencg dete nem,ua.a taaa.. _ ---amrz D�JA.ELW cwraet dep* problem for epee areas (9/2rl011).
N.C. Department of Environment and Natural Resources
1601 Mail Service Center, Rateigh, NC 27699.1601
Headquarters (Environment and Natural Resources Building): 217 W. Jones St.
arrhdnle Ridlding: 512 N. Saulsbury St.
Tait Free: [phone]
FEB 01 2013
http://portal.ncdenr.org/web/wq/ws/su/sw-permitting-map 1/30/2013

t.
BOOK PAGE
(
683 0399
i
1999 DEC 22 flit ! I : I
I rill.,
SATISFACTION: The debt secured by the within Dcedoflnrauigether
with the note(s) secured thereby has been satisfied in iull Ilf
This the day of �.--_-- _ --_ -_ .._ ' 9.. _..
_ --..- -.-. --- -. - - - -- -. - e, i mfing. Time, Book and Page
RA 3300 003 001-000
Tax Lcn No. _-- - _-- __--- _ _ _ _ .. .. Parr t +denrnier No
Venfied by _..--_-- -.—_— —.- ._ _ t -nonV on the _ , day of19—
by-'--'--
Mail after recording to
This instrument prepared by _. Corns A- 131IMey .. AttDiney al .'.-iw
Brief Description for the index
-- PURiCRASE MMEZ -
�7NORTH{/AROL[NA DEED OF TRUST
THIS DEEDof TRUST madr•thrs .2�avof kjj_-I.,.r .1
GRAN IOR
Rachel T. Gonsalves and
hT7,shxnd; Stephe.Ti A. Gonsalves
00C,:;41
I RUS I:!
4xiis R. Bunt -
Enter in appropriate block for each party: name, address, • nd, if appropriate, th,: at t•!r of entity. e.g. corporation or partnership
The designation Grantor, Trustee, and Beneficiary as used ierem .hall include sans lanrtit!s, their heirs, successors, and assigns, and shall include singular, plural,
masculine, feminine or neuter as required by context.
WITNESSETH. That whereas the Granlorisindebted tothe Fenr•ficar•-ill liteprinr,..its.,ma iahty Thousand
_ _ Dollars l$ 80, 000.00 )
as evidenced by a Promissoryate Nof even date herewith, the term: of whirr ,ri ncorporaled herein by reference. The final due date for payment of said
Promissory Note, if not sooner paid is . January 2� _ 2003_
NOW, THLREFORE, as security for said indebtedness. Avanc.•menis and oth- .time expended by Beneficiary pursuant lu this Deed of Trust and costs w
collection (including attorneys fees as provided in the Proms sxay Nou•i and other, duable consideration, the receipt of which is hereby acknowledged, the Grantor
has bargained, sold. given granted and conveyed and dots by Ihtw- presents ha -gain, sell, give, grant and convey to said Truvlee, his heirs, or successors, and
assigns, the parcells) of land situated in the City of _ _._- _ ._. _. .... .. _ _.---. - _CaVe.. Fear. . ___...-- . Township.
New Hanover . _- _ _ _ Co.., iy 'north Catalina, ( the "Premises") and mare particularly described as follows:
Exhibit "A" attached hereto.
nECE1VED
� f FEB o 12013
8Y:
61572'7
N. t. H., Awir Iv- 5 141h. Re—d ,$ 4yrtrmher I-", - I'll ted by Aer—, .,ill it, 16 Pm A-.. 1981 • Jam Willa rs b Co. Inc - Ito. 127 • Tada og., RC 27066

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- -6;�� �-, - -�. �-- -- - -MARY-SUMTS RUAS1 ER 01 DI I IN fORNr-- Hanover (:()[jN,y
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% (L -'I I I'- ;- III A4111-1-.11 --Ih In ' C N. AIIIII: 1981 - J.— WON—, IS Cti_ in, - B.. 171 - hilkkumik, NC 27055

T •
BOOK PAGE
Imiarr
2683 Q401
A certain tract or parcel of la rid lying and being in Cape Pear Towrisbtl), New I hmovei
County, North Carolina and being Ilia( tract as described in deed honk 464 limo, 522,
records of New Hanover ('oonly, Norlh Cal-olilla and being more parllcularly elcsc•.ribcd
as follows:
Beginning al an iron on the v-estem right ory aye of Blue Clay (toad (Slate Road 1318, 60
fi, public right of way ), said iron is at the southeastern corner or lot 98, Section One Ivy
Woods (map book 29 page 61), said iron is also. located S 16-49-30 W 471 0) 11. iron)
the intersection of the centerline of Old Mill (toad and the western right of way af' Blue
Clay Road: Proceed from said point of beginning and with the western righl ilfway or
Blue Clay Road S 16-49-30 W 394.35 ft. ter all iron, thence with a curve to the west
having a radius of 1,914.17 11, a chord S 21 r9-21 W 322.40 fl. lu an iron, (hence S 2()-
29-12 W 752.00 11. to an iron, llience leavinp. said right orway alld Willi file southern line
of the Alex M. Trask tract N 68-57-00 W 1 160.63 ft to an iron on the casiern right of
way of Holland Drive (60 n public: l ight of way), said iron is also the nor(hweslern
corner of lot 80 Section 5,'A righlsboro Acre- (n)al) book 7 page 1), (hence with file
eastern right orway of Holland Drive and with a curve Io the east having a radius of
545.38 R. a chord N 00-06-05 W 26.3611. t+• an iron, thence N 01-17-00 E 973.16 fl. to
an iron, thence with a curve io the west having radius of462.90 fl, a chord N 15-51-00
W 272.74 fl. to an iron, lheme N 32-59-0(' rY 4 22 A. Loan iron at the inlcrsection of
the western right orway of I1olland 1.b•ivc aihi (lie southern right orway of Alex Trask
Drive, thence with the right )rwny of Alex 1 rask Diive N 39-30-34 E 342.46 11. loan
iron at the southwestern curnei of Hie (Loch of Wilmington tract (deed book 1512 page
1936, thence with the soulhcrn fine of The R )a of Wilmington tract S 50-16-•58 L;
598 01 ft. to an iron at the southeastern count r urThe hock ol'Wihninglon tract, thence
with the eastern line of said ri•act N 27-21-0 li. 409.46 ft. to an iron in the southern line
of the Ivy Woods Subdivision, thence with =I a soulhen) line of the Ivy Woods
Subdivision S 57-42-00 P 1,21 `+.4711. to 0 c point ol'beginning atul containing 58.66
acres according to a survey )y I hmover ]Design Service, RA in December of 1999,
All bearings are magnetic relative in map lw-4 29 page 171

North Carolina Secretaryof State
Maine F Marshall
Secretary
Date: 1 /31 /2013
North Carolina
D EPARTM E T OF THE
SECRETARY OF STATE
PAD Box 29622 Raleigh, NC 27626-0622 [phone]
:k here to:
ter Document Filings I
PLLC, LP and Non -Profit entities are not required to file annual reports.
irporation Names
Name Name Type
NC NEW BEGINNING LEGAL
CHRISTIAN CHURCH, INC.
in -Profit Corporation Information
SOSID:
0331474
Status:
Current -Active
Effective Date:
9/24/1993
Annual Report Due Date:
citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Registered Agent
Agent Name: WILEY, KEITH B
Office Address: 401 S 17TH STREET
WILMINGTON NC 28405
Mailing Address: 4610 DEAN DRIVE
WILMINGTON NC 28405
rincipal Office
Office Address: 3120 ALES 1RASK DRIVE
CASTLE HAYNE NC 28429
Mailing Address: 401 S 17TH STREET
WILMINGTON NC 28401
ricers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
4059
www.secretery.state-ne.us/corporadoris/Corp.aspOF4twdd==5Ml79 dd=5Ml79 1/1

C201235200081
State of North Carolina
Department of the Secretary of State
NONPROFIT CORPORATION'S DESIGNATION OF PRINCIP
SOSID: 0331474
Date Filed: 12/27/2012 9:27:00 AM
Elaine F. Marshall
North Carolina Secretary of State
Pursuant to §55A-16-23(a) of the General Statutes of North Carolina, the undersigned nonprofit corporation does hereby submit the
following for the purpose of designating its principal office address.
1. The name of the corporation is: stew Beainnin¢ Christina Church, Inc.
2. (Check only if applicable.) X The street address of the principal office is not currently on file with the Secretary of State.
3. (Check only if applicable.) The mailing address of the principal office is not currently on file with the Secretary of State.
4. The street address and county of the designated principal office of the corporation is:
Number and Street: 3120 Alex Trask Drive
City, State, Zip Code: Castle Hayae, NC 28429 County: New Hanover
5. The mailing address tf dl,,Q'erent from the street address of the designated principal office is:
This designation will be effective upon filing, unless a later date and/or time is specified-
Laning Cbristian QaMh, Inc.
N e fCorpor 'o
r
Robert L. Campbell, Board. President
Type or Pn?aName and 21de
NOTES:
I. Filing fee is $5;. This designation and one exact or conformed copy of it must be filed with the Secretary of State.
Devised Janau i y 2000) (Form N-11)
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622

1 rMIOA- Pc 1,
C16A
(I 42D
C4D �..:
i
1 ■
1 r
-'iW--,A..m.
l
u
PROPOSED i \0
OPEN SPACEspol—
L
T J
t as
F� i - PIAt
� / 1 SUE DATA
I I J PROPERTYAREA: 17.94Acres
/ PIN tr: R03308-002-009-000
I / \ • - 2 Ro33oo-oo3-ooi-000
I PROPOSED �T CURRENTADDRESS: 3120Ala Trask Drive
I I I `Ml� /� EXISTING ZONING: R-20
1 PROPOSED ZONING: R-20
DEVELOPMENT USE: CHURCH
/ �DEED: DB: 4976 PG: 566
PropeAy &"C6'-
DB: 2683 PG:396
SETBACKS: FRONT so'
LREAR 25
LEGEND
SIDE 15'
PROPERT LINE
NO
PROPOSED BUn.DING BUFFER SIDE 20'
_ _ \ 1trrStM ------------------- ERISTINGPAVEMENr 9djaceDt to any ResidevBal7cDiog
EASEMENT
— — — — — — — PROPOSED WATER PARKING CALCULATIONS: Proposed: loo Space
— — — — — — — LIMITS OF POSEDD�VERABANCE TOTAL loo Spaces
TEMPORARY SB.T FENCE
RUNOFFDIRECLTON PROPOSED IMPERVIOUS: PARKING - 34,832 Sl
�b b 9:1 GRASSED SWAI]? DRIVE - 25,099 s.f.
PROPOSED STORM PIPE TOTAL - 59,931 s.f.
i� SPOT ELEVATION TOTAL IMPERVIOUS: 5%931 81 (1.376 Ac.)
® ENERGY DISSIPATER %IMPERVIOUS: 7.67%
VEGETATED SHELF LIMITS OF DISTURBANCE: 5.5o AG
CLIENT INFORMATION:
NEW BEGINNING
CHRISTIAN CHURCH, INC.
3120 ALEX TRASK DRIVE
CASTLE HAYNE, NC 28429
[phone]
DRAWN: EAS
stasrsm. mm
CHECKED CDC
DATE 01-16-13
APPROVED CDC
SCALE: �:So
PROJECT NUN31EL 100-m
DRAWEYO NUI�at:
C-2