SW8041209_HISTORICAL FILE_20061129

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

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
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so -that we can return the card to you.
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of 'ori'tthe front if space permits.
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B. Received by(PrintedName)
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C. Date of Delivery
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2. Article Number 7005 039O 0001 320O 52fl
flransfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

UNITED STATES POSTAL SERVICE
C5
First -Glass Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender:' Please print.your name, address,. and ZIP+4 in this box •
Olt North Carolina Department or
Environment and Natural Resources
Q 127 Cardinal Drive Ext.
.� Wilmington, NC 28405
`, Attn: Patti

�F W A Thy Michael F. Easley, Governor
`0 William G. Ross Jr., Secretary
7 North Carolina Department of Fnvironment and Natural Resources
6/3
-� Alan W. Klimek, P.E. Director
Division of Water Quality
November 29, 2006
CERTIFIED MAIL #7005 0390 0001 3200 5328
RETURN RECEIPT REQUESTED
Mr. John Peverett
New Beginnings of Brunswick, Inc.
201 Village Road, Suite 101
Shallotte, NC 28470
Subject: NOTICE OF VIOLATION
New Beginnings Church
Stormwater Permit No. SW8 041209
Brunswick County
Dear Mr. Peverett:
On November 28, 2006, Wilmington Regional Office personnel performed a Compliance Inspection of
the subject project, located on NC Hwy 130 in Shallotte, Brunswick County, North Carolina. The
inspection was performed to determine the status of compliance with Stormwater Permit Number SW8
041209, issued to you on February 16, 2005.
The project has been found in violation of Stormwater Permit Number SW8 041209 issued pursuant to
the requirements of 15A NCAC 2H; 1000 And NPDES Stormwater Permit No. NCG010000. The
violations found are:
1. Violation of State Stormwater Permit No. SW8 041209 (section 11-1):
The stormwater management system shall be constructed in its entirety, vegetated and be operational
for its intended use prior to the construction of any built -upon surface.
The stormwater pond has almost no grass on its pond slopes. The bare slopes are eroding and causing
sediment to flow into the storm pond.
1. Violation of State Stormwater Permit No. SW8 041209 (section II-3):
The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
(a) Semiannual inspections (Every 6 months).
(b) Sediment removal.
(c) Mowing and re -vegetating of side slopes.. _
(d) Immediate repair of eroded areas.
(e) Maintenance of all slopes in accordance with approved plans specifications.
The slopes of the pond are full of large ruts. Sediment from these ruts is flowing into the pond. The sLde
slopes and pond itself are not being maintained according to the Operations & Maintenance Plan. Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 29405 Phone [phone] Customer Service
Wilmington Regional Off -Lee Internet: www.ncwaterqualitv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper

November 29, 2006
New Beginnings Church
SW8 041209
To correct these violations you must:
Provide a written "Plan of Action" which outlines the actions you will take to correct the
violation(s) and a time frame for completion of those actions, on or before December 15,
2006.
2. The stormwater pond must be continually inspected on a regular basis. The ruts on the
pond slopes must be filled with soil as soon as possible. The entire slope area of the
pond must also be grassed. Seed may be used if it is mixed with mulch and fertilizer.
Sod is more expensive, but it has instant results.
3. Also, several large tree stumps are present in the slopes of the pond. The stumps
appear to be stable, however as they rot and decay the root ball will eventually
decompose leaving a large hole in its place. It would be better and cheaper to pull them
out now while work is being done on the pond.
4. There is a large area of state protected wetlands around the stormwater pond. It appears
that the silt fence that has been erected is in a state of disrepair. The silt fence must be
re-established and repaired to help keep sediment and debris from entering into the
wetlands.
Failure to provide the "Plan of Action" by December 15, 2006, or to correct the violations by the
date designated in the "Plan of Action", are considered violations of 15A NCAC 2H.1000, and
may result in the initiation of enforcement action which may include recommendations for the
assessment of civil penalties, pursuant to NCGS 143-215.6A.
By copy of this letter to the New Hanover County Building Inspector, this Office is requesting
that the Building Inspector consider withholding building permits and Certificates of Occupancy
for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please contact me or Gary Beecher at (910)
796-7215.
Sincerel ,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlghb: S:IWQSISTORMWATINOTICE1041209.Nov06
cc: Jay Houston (Houston & Associates, Inc.)
Brunswick County Building Inspections
Gary Beecher (NCDENR Division of Water Quality)
Julie Dorr (NCDENR Division of Land Quality)
Shelton Sullivan (NPS Compliance Unit)
Central Office

NC Division of Water Quality
Surface Water Protection Section
127 Cardinal Drive Extention { l�
Wilmington, NC 28405
U
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$ 04.64
I 02 1A DEC
2006
0004337146
MAILED FROM ZI CODE 28405
7005 0390 0001 3200 5328
John Peverett
New Beginnings of Brunswick, Inc
201 Village Road. Suite 101
Shallotte NC 21 + r
CEIVED
DEC 2 8 2006
r
RETURN TO SENDER
���`• UNADLELAIMED TO FORWARD
00: 20405540e27 7'°'i.s92-10190•-08-44
Y 2840$7,5406

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New BeginningsChurch
SW8 041209
Brunswick Co.
November 28-2006

�OF WA rfigp Michael F. Easley, Governor
`,William G. Ross Jr., Secretary
fiJ North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
November 29, 2006
CERTIFIED MAIL ##7005 0390 0001 3200 5328
RETURN RECEIPT REQUESTED
Mr. John Peverett
New Beginnings of Brunswick, Inc.
201 Village Road, Suite 101
Shallotte, NC 28470
Subject: NOTICE OF VIOLATION
New Beginnings Church
Stormwater Permit No. SW8 041209
Brunswick County
Dear Mr. Peverett:
On November 28, 2006, Wilmington Regional Office personnel performed a Compliance Inspection of
the subject project, located on NC Hwy 130 in Shallotte, Brunswick County, North Carolina. The
inspection was performed to determine the status of compliance with Stormwater Permit Number SW8
041209, issued to you on February 16, 2005.
The project has been found in violation of Stormwater Permit Number SW8 041209 issued pursuant to
the requirements of 15A NCAC 2H.1000 And NPDES Stormwater Permit No. NCG010000. The
violations found are:
1. Violation of State Stormwater Permit No. SW8 041209 (section 11-1):
The stormwater management system shall be constructed in its entirety, vegetated and be operational
for its intended use prior to the construction of any built -upon surface.
The stormwater pond has almost no grass on its pond slopes. The bare slopes are eroding and causing
sediment to flow into the storm pond.
1. Violation of State Stormwater Permit No. SW8 041209 (section II-3):
The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
(a) Semiannual inspections (Every 6 months).
(b) Sediment removal.
(c) Mowing and re -vegetating of side slopes.
(d) Immediate repair of eroded areas.
(e) Maintenance of all slopes in accordance with approved plans specifications.
The slopes of the pond are full of large ruts. Sediment from these ruts is flowing into the pond. The side
slopes and pond itself are not being maintained according to the Operations & Maintenance Plan. N°rthcarohna
Natura!!J
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: +vw+v.ncua[erqualit} orb Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

November 29, 2006
New Beginnings Church
SW8 941209
To correct these violations you must:
Provide a written "Plan of Action" which outlines the; actions you will take to correct the
violation(s) and a time frame for completion of those actions, on or before December 15,
2006.
2. The stormwater pond must be continually inspected on a regular basis. The ruts on the
pond slopes must be filled with soil as soon as possible. The entire slope area of the
pond must also be grassed. Seed may be used if it is mixed with mulch and fertilizer.
Sod is more expensive, but it has instant results.
3. Also, several large tree stumps are present in the slopes of the pond. The stumps
appear to be stable, however as they rot and decay the root ball will eventually
decompose leaving a large hole in its place. It would be better and cheaper to pull them
out now while work is being done on the pond.
4. There is a large area of state protected wetlands around the stormwater pond. It appears
that the silt fence that has been erected is in a state of disrepair. The silt fence must be
re-established and repaired to help keep sediment and debris from entering into the
wetlands.
Failure to provide the "Plan of Action" by December 15, 2006, or to correct the violations by the
date designated in the "Plan of Action"; are considered violations of 15A NCAC 2H.1000, and
may result in the initiation of enforcement action which may include recommendations for the
assessment of civil penalties, pursuant to NCGS 143-215.6A.
By copy of this letter to the New Hanover County Building Inspector, this Office is requesting
that the Building Inspector consider withholding building permits and Certificates of Occupancy
for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please contact me or Gary Beecher at (910)
796-7215.
Sincerely_,"
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlghb-. S:IWQSISTORMWATINOTICE1041209.Nov06
cc: Jay Houston (Houston & Associates, Inc.)
Brunswick County Building Inspections
Gary Beecher (NCDENR Division of Water Quality)
Julie Dorr (NCDENR Division of Land Quality)
Shelton Sullivan (NPS Compliance Unit)
Central Office

State Stormwater Management Systems
Permit No. SW8 041209
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
John Peverett, New Beginnings of Brunswick, Inc.
New Beginnings Church
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 16, 2015, and
shall be subject to the following specified conditions and limitations.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 155,923 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 104,670 square feet.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 041209
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Buildings 10,163
Parking 41,090
Future 104,670
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL
g. Permanent Pool Surface Area, ft2
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
i. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
Receiving Stream/River Basin
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
7.80
339,798
None
155,923
1
5
90%
34.5
13,966
14,816
35.5
2" O pipe
11,403
Lookout Branch/Lumber River
15-25-2-4.5
"C; Sw; HQW"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

4
State Stormwater Management Systems
Permit No. SW8 041209
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump arnd intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 116 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. 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.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
G. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4of7

State Stormwater Management Systems
Permit No. SW8 041209
13. 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 small 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 16t` day of February, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
M,
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

DETENTION POND ANALYSIS FILENAME- DATA\WQSIPOND1041209.WK1
........ ......
7 a
PROJECT#: SW8: REVIEWER : :R:,::Ha'
' PROJECT NAME: ;New�­­:;.'8 i h..bs Church.
DATE:
16-Feb-05
Receiving Stream:
:Lookout :: Branch :�::: I
........
Class:
::.Q-::SW_-':HQW
Drainage Basin:
Lumber
.. . ............... ...... .
Index No.
1525424:5ii!:
...... .......................
Site Area
........... ... acres
Drainage Area
i i square feet
Area
acres
IMPERVIOUS AREAS
. . ....... . ....... .....
Rational C
... .....63.�:000m::::
.. ...... �::�::,''.7::::101'."00!1!sQuare feet
Parking .
................
square feet
Future 104670.00 square feet
square feet
square feet
square feet
... . . ..
TOTAL '...".1scluare feet Rational Cc= ..
SURFACE AREA CALCULATION
% IMPERVIOUS
Des. Depth
TSS:
,Mx
SA/DA Ratio
Req. SA >f 9I sf
Prov. SA
VOLUME CALCULATION * place a "'I " in the box if Rational is used
Rational ?*
Des. Storm
......... .
....... ............ ..
inches
Rv=
Bottom
........ ..
295 msl
Perm. Pool
Wilmsi
Design Pool
35.5 msl
Design SA
.. ........ .. sf
Req. Volume
;311ff,
Cf
Prov. Volume
f
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
FnPFRAY
Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
SA@ = 15666
Elevation= 35.5
:56.136:
4
0.3:00:::
ft Q2 Area sq. in.
cfs Q5 Area sq in.
cfs Orifice Area sq. in.
Q=
cfs
i n weir H x W in x
days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines

Stormwater Pond # 1 Calculations
for
New Beginnings Church
Prepared By
RECEIVED
oEe 17 zooa
nwq
peor x
T90. mmLOm t�ffidfl TA,
CONSULTING ENGINEERS
Shai lotte,.AharthXarolina
9816
Q it, iX,W%-t . ) /
December 2004

New Beginnings Church
Stormwater Pond *1 Design
December 2004
Stormwater Pond #1 Design
Total Drainage Area 7 $007 ?.'Acres 3:3;9r79,8" SF
Impervious Area:
Pavement 0 943�3.m" Acres 4 09 , SF
Existing Buildings M�,O 0000---
Acres 0 SF
Proposed Buildings W23,3°3 Acres m01�6,3 SF
Future:a
2.4 29;_ Acres 104.67i SF
Total: 3,5795 Acres 155923 SF
% Impervious: 45.9 % 45.9 %
Permanent Pool Depthii5
% T S S R e m o v a f ~909 r -
SA/DA 3` 213
Required SA: 10,918 SF
Runoff 1 ..:.. Inches
,Simple Method" " v,...
Rv 0.46
Volume: 13,110 CF
Actual Normal Pool SA 13,9',G.6 SF (@ 34.5' MSL)
Required Depth of Storage: 0.8849 Feet
USE 1 0 ` Feet
SA @ Storage Pool 1i5;666 =' SF (@ 35.5' MSL)
Provided Storage: 14,816 CF
Pond Elevations:
Bottom Elev.:.29 5 _ MSL
Permanent Pool: 34.5 MSL
Storage Pool: 35.50 MSL
Flood Pool: 36.31 MSL
"Freeboard" Elev: 36.50 MSL

New Beginnings
Stormwater Pond Design
December 2004
y £ r 3:
`Newernil
Runoff Hydrograph into SW Pond #1
(See Flowrate Caic. and Drainage Basin Data for Breakdown of Areas)
Curve Number Draina a Area Land Use Soil Group
NA
r c¢y'c' �, s <�az _
-5 lmperviousi t < u '1 �131�.�
350.791
61.._i=GrasseB_=�
257.4932
Total: 7.8007 Total:
608.2842
Weighted Curve Number: 77.98
Runoff Volume: (Soil Conservation Service Method)
Storm Duration 10 Yrk s24` Hr ;'.
Storm Rainfall: 7 Inches
S: 2.82
Direct Surface Runoff: 4.47 Inches
Total Runoff: 126,644 CF
2.91 Ac-Ft
Peak Flowrate:
10 Yr Intensity » 7='inches/Hour
Weighted "C": 0.54
10 Yr Peak Flowrate: 29.71 CFS
Basic Hydrograph:
Conversion Factors:
a: 0.000881 Ac-Ft/Unit
w: 0.29713355 CFS/Unit
k: 2.153 Min/Unit

New Beginnings
Stormwater Pond Design
December 2004
Time (Miry) Flow (CFS
0.0 0.0
6.5 1.5
15.1 4.5
21.5 10.4
28.0 16.6
34.4 22.9
38.7 26.7
43.1 28.8
49.5 29.7
58.1 28.5
64.6 25.3
73.2 21.4
86.1 14.9
101.2 9.8
114.1 7.1
129.2 4.8
144.2 3.3
180.8 1.2
215.3 O.a
Inflow Hydrograph
35.0
30.0
25.0
LL
2 0. 0
m
3
15.0
0
10.0
5.0
0.0
0.0
50.0 100.0 150.0 200.0 250.0
Time (MIN)

Stage -Storage Chart 1
Outflow vs 2S/eT + 0
150
125
100 -
0
75 -
a
N
N
-
50
25
0-
0 5 10
Outflow (CFS)
Page 1

New Beginnings Church
Stormwater Pond Design
December 2004
New Beginnings Church
Routing Table - SW Treatment Pond
AT USED IN STAGE -DISCHARGE -STORAGE
8 (min)
Time n In In + In+1 2S/DT - On 2S/DT + On+1
(min) (CFS)
Q........
1
0
8
2
2
16
3
5
24
4
13
32
5
21
40
6
27
48
7
29
56
8
29
64
9
26
72
10
22
80
11
18
88
12
14
96
13
12
104
14
9
112
15
8
120
16
6
128
17
5
136
18
4
144
19
3
152
20
3
160
21
2
168
22
2
176
23
1
184
24
1
192
25
1
200
26
0
(CFS) (CFS) (CFS)
2
7
2
2
18
9
9
33
28
28
48
61
61
57
83
109
58
89
139
54
89
147
48
89
143
40
88
136
32
86
128
26
85
118
21
83
111
17
81
104
14
-80
98
11
79
94
9
78
90
7
77
87
6
76
84
5
75
81
4
74
80
3
73
78
2
72
76
2
72
75
1
71
73
0.4574
70
72
On+1
(CFS)
29

Weir #1
HEADWATER ELEVATION CALCULATIONS
FLOWRATE _
MANNINGS n =
WEIR LENGTH =
WEIR ELEVATION =
WEIR FLOW COEF. _
VELOCITY=
New Beginnings Church
Stormwater Pond Design
. December 2004
CFS
FEET
35.50 MSL
3.59 FPS
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD =
HEADWATER ELEVATION =
0.81
36.31

New Beginnings Church
Drawdown Calculations
December 2004
New Beginnings Church
Stormwater Pond #1 Drawdown
ORIFICE DIA.
INCHES
we
DATA INPUT
NORMAL POOL AREA =
INCHES OF RAINFALL =
BASIN AREA =
IMPERVIOUS AREA =
NORMAL POOL ELEVATION =
ORIFICE AREA =
STORAGE POOL AREA =
TIME INCREMENT OF ROUTING =
ORIFICE COEF. =
INPUT RESULTS
AREAS (FTA2)
NUMBER OF ORIFICES
2 3 4
0.321 ACRES
INCHES
7.80 ACRES
3.58 ACRES
34.50 FEET
z0 02Z= FEETz
0.3596 ACRES
HOURS
RUNOFF COEF. (Rv) =
0.4630
ELEVATION OF POOL AT STORAGE =
35.50
FEET
NORMAL POOL AREA =
13,966.00
FEET
VOLUME OF RUNOFF FROM RAINFALL =
13,110.05
FEET
VOLUME OF STORAGE =
14,816.00
FEET

New Beginnings Church
Drawdown Calculations
December 2004
Drawdown Calculations For Pond Orfice
TIME
ELEVATION
HEAD
FLOWRATE
VOLUME
END ELEV.
FEET
FEET
CFS
CIF
FEET
0
35.50
1.0000
0,10505
756.33
35.45
2.0
35.45
0.9458
0.10216
735.57
35.39
4.0
35.39
0.8932
0.09928
714.80
35.34
6.0
35.34
0.8420
0.09639
694.01
35.29
8.0
35.29
0.7923
0,09350
673.22
35.24
10.0
35.24
0.7441
0.09061
652.42
35.20
12.0
35.20
0.6974
0.08772
631.61
35.15
14.0
35.15
0.6522
0,08483
610.79
35.11
16.0
35.11
0.6084
0.08194
589.95
35.07
18.0
35.07
0.5662
0.07904
569.10
35.03
20.0
35.03
0.5254
0.07614
548.24
34.99
22.0
34.99
0.4862
0,07325
527.36
34.95
24.0
34.95
0.4484
0.07034
506.47
34.91
26.0
34.91
0.4122
0.06744
485.56
34.88
28.0
34.88
0.3774
0.06453
464.63
34.84
30.0
34.84
0.3441
0.06162
443.68
34.81
32.0
34.81
0.3123
0.05871
422.70
34.78
34.0
34.78
0.2821
0.05579
401.70
34.75
36.0
34.75
0.2533
0.05287
380.67
34.73
38.0
34.73
0.2261
0.04995
359.61
34.70
40.0
34.70
0.2003
0,04701
338.51
34.68
42.0
34.68
0.1761
0.04408
317.37
34.65
44.0
34.65
0.1534
0.04114
296.18
34.63
46.0
34.63
0.1321
0.03819
274.94
34.61
48.0
34.61
0.1125
0.03523
253.63
34.59
50.0
34.59
0.0943
0.03226
232.25
34.58
52.0
34.58
0.0777
0.02928
210.78
34.56
54.0
34.56
0.0626
0.02628
189.20
34.55
56.0
34.55
0.0490
0.02326
167.47
34.54
58.0
34.54
0.0370
0.02022
145.55
34.53
60.0
34.53
0.0266
0.01714
123.39
34.52
62.0
34.52
0.0178
0.01401
100.85
34.51
64.0
34.51
0.0106
0.01079
77.72
34.50
66.0
34.50
0.0050
0.00742
53.45
34.50
68.0
34.50
0.0012
0.00359
#REF!
#REF!
Dry awd�avn = 75; days 41-
Onflce. Sizes .2A�ncF�es =�`
`
�.
- _
>.

STORMWATER POND #1 DATA SUMMARY
Total Built -Upon Area(Ac.)............................
3.5795
Total SW Drainage Area (Ac.).........................
7.8007
% Impervious Area ..........................................
45.9
Computed Runoff from 1" Rainfall (CF)...........
13,110
Provided Storage(CF)....................................
14,816
Required Surface Area (SF) ............................
10,918
Surface Area of Pond @ Normal Pool (SF).......
13,966
Surface Area of Pond @ Storage Pool (SF).....
15,666
SW Storage Depth (Feet) ...............................
i
Number of Orifices ..........................................
1
Diameter of Orifice (Inch) ...............................
2
Elevation of Orifice Bottom (MSl_)..................
34.50
Approx. Time for Drawdown (Days) ................
2.8
Overflow Weir Elev. (MSQ........................
35.50
10-Year Routed Flowrate (CF5)......................
29
Flood Pool Elevation @ Q10............................
36.31

Stormwater Pond #1
Surface Areas
Elevation
West
Forebay
South
Forebay
Main Pond
Total
Forebay and Main Pond
MSL
(SF)
(SF)
(SF)
SF
29.5
258
272
3217
3747
33
1387
1355
6868
9610
33.5
1631
1586
7520
10737
34.5
2343
2257
9366
13966
35
2538
2444
9827
14809
35.5
2741
2639
10286
15666
36
2950
2842
10746
16538
Volumes
Volume Between
(Ft - Ft)
29.5 - 33.5
33.5 - 34.5
34.5 - 35.5
29.5 - 34.5
ebav #1 Forebav #2
(CF)
(CF)
3778
3716
1987
1922
2542
2448
5765
5638
Main Pond Fo
Total Volume @ PP =
56136
CF
Total Forebay Volume (Forebay #1 & #2) =
11403
CF
% Forebay Volume =
20.31
%
- (CF)
21474
8443
9826
29917
Total
and Main Pond
(CF)
28968
12352
14816
56136

Page 1 of 1
North Carolina
Elaine F. Marshall EPARTM ENT OF TFIE
Secretary SECRETARY OF SYATE
Corporations
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Contact Us
•Corporations Division
*Secretary of State's web sitE
PO Box 29622 Raleigh, NG 27626-0622 [phone]
Date: 2/16/2005
Click here to:
View Document Filings 1
Corporation Names
Name Name Type
NC New Beginnings or Brunswick, Legal
Inc.
Non -Profit Corporation Information
S OS I D:
0669091
FID:
Status:
Current -Active
Date Formed:
3/26/2003
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address:
Peverette, John M.
Brunswick Professional Building
201 Village Road, Ste. 10 1 -102
Shallotte NC 28470
Brunswick Professional Building
201 Village Road, Ste. 101-102
Shallotte NC 28470
Brunswick Professional Building
201 Village Road, Ste. 101-102
Shallotte NC 28470
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http:/hvww.secretary.state.nc.us/Corporations/Corp.aspx?Pltemld=5630408 2/16/2005

23 085 5028
ARTICLES OF INCORPORATION
OF
NEW BEGINNINGS OF BRUNSWICK, INC.
SOS1D: 669091
Date Filed: 3/26/2003 10:29:00 AM
Elaine F. Marshall
North Carolina Secretary of State
We, the undersigned natural persons of the age of eighteen years or more, acting as
incorporators for the purpose of creating a nonprofit corporation under the Iaws of the State of North
Carolina, as contained in Chapter 55A of the General Statutes of North Carolina, entitled "Nonprofit
Corporation Act," and the several amendments thereto, do hereby set forth:
1. The name of the corporation is: New Beginnings of Brunswick, Inc.
2. The period of duration of the corporation shall be perpetual.
3. The purposes for which the corporation is organized are:
(a) to establish and maintain a congregation and to promote and to disseminate the Christian
Religion in affiliation with the Southern Baptist Denomination.
(b) to engage in any lawful act or activities for which corporations may be organized under
N.C. General Statutes Chapter 55A and in particular G. S. 55A-3.
4. The corporation shall not have any shares of capital stock, but it may issue certificates
evidencing membership. There shall be one class of members, and all members shall be accepted,
appointed, elected or designated in the manner provided in the By -Laws of the Corporation. The
board of directors shall be elected or appointed as provided by the By -Laws.
5. The street address and the county of the initial registered office of the corporation is:
Suite 101-102 _ (and Principal Office)
Brunswick Professional Building
201 Village Road
Shallotte, North Carolina 28470
Brunswick County
6. The name of the initial registered agent of the corporation at the above address is: John
M. Peverette.
7. The Corporation shall be directed in its operations by its Board of Directors and the
members of the Board of Directors shall be elected in the manner set forth in the By -Laws of the
Corporation. The number of Directors constituting the initial board of Directors shall be seven, and
the names and addresses of the persons who are to serve as directors until the first meeting of the
corporation or until their successors are elected and qualified are:

Randall Morrison 505 Lakeshore Drive
Sunset Beach, North Carolina 28468
Lewis Shaw P.O. Box 2022
Shallotte; North Carolina 28459
Tony Page RO. Box 860
Shallotte, North Carolina 28459
Robert Ball 4604 Bluff Drive
Shallotte, North Carolina 28470
Robert Cox P.O. Box 2187
Shallotte, North Carolina 28459
Tony Clayton 16 Greenbay Road
Ocean Isle Beach, NC 28469
George Beerman 71 Windsor Circle
Ocean Isle Beach, NC 28469
8. The names and addresses of the incorporators are:
Randall Morrison 505 Lakeside Drive
Sunset Beach, North Carolina 28468
Lewis Shaw
P.O. BOX 2022
Shallotte, North Carolina 28459
9. Said corporation is organized exclusively for charitable, religious, educational and
scientific purposes, including, for such purposes, the making of distributions to organizations that
qualify as exempt organizations under section 501(c)(3) of the Internal Revenue Code of 1986 (or
corresponding provision of any future United States Internal Revenue Law).
10. No part of the net earnings of the corporation shall inure to the benefit of or be
distributable to its members, trustees, officers, or other private persons, except that the corporation
shall be authorized and empowered to pay reasonable compensation for services rendered and to
make payments and distributions in furtherance of the purposes set forth in paragraph 3, above. No
substantial part of the activities of the corporation shall be the carrying on of propaganda, or
otherwise attempting to influence legislation, and the corporation shall not participate in or intervene
in (including the publishing or distribution of statements) any political campaign on behalf of any
candidate for public office. Notwithstanding any other provision of these articles, the corporations
shall not carry on any other activities not permitted to be carried on (a) by a corporation exempt
from federal income tax under section 501 (c)(3) of the Internal Revenue Code of 1986 (or the
corresponding provision of any future United States Internal Revenue Law) or (b) by a corporation,
contributions to which are deductible under section 170(c)(2) of the Internal Revenue Code of 1986
(or the corresponding provision of any future United States Internal Revenue Law).

r
FA
11. Upon the dissolution of the corporation, the Board of Directors shall, after paying or
making provision for the payment of all of the liabilities of the corporation, dispose of all of the
assets of the corporation exclusively for the purposes of the corporation in such manner, or to any
other Southern Baptist affiliated Church or organization organized and operated exclusively for
charitable, educational, religious, or scientific purposes as shall at the time qualify as an exempt
organization or organizations under section 501(c)(3) of the Internal Revenue Code of 1986 (or the
corresponding provision of any future United States Internal Revenue Law), as the Board of Trustees
shall determine. Any such assets not so disposed of shall be disposed of by the District Court of the
county in which the principal office of the corporation is then located, exclusively for such purposes
or to such organization(s), as said Court shall determine, which are organized and operated
exclusively for such purposes.
In Testimony Whereof, we have hereunto set our hands, this the day of
2003.
(SEAT.)
Randall Morrison, Incorporator
�I _ ... (SEAL)
Lewis Shaw, Incorporator
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, a notary public, do hereby certify that Randall Morrison personally appeared and
acknowledged the execution of the foregoing Articles of Incgt�wunetirq�.
Ma I��tPs imony where f, I ave hereunto set my + r#,A j&. ice, this the Llday of
M Q� + ti
Notary Public U-Y�
My commission expires:
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
%%OTA 9 t
1-:0 �°UBLIC 2
L•a
ayh�CK GAO M,�a
I, a notary public, do hereby certify that Lewis S„hj)V j
the execution of the foregoing Articles of Inco J.
In testimony whereof, I have hereunto w
2003. r t NOTgR
Notary Public My corn�mii�xBp�ireC,
fly,,H11
appeared and acknowledged
al seal, this the L day of

Stormwater and Erosion Control Calculations
for
New Beginnings Church
Prepared By
2916 u h2e=
<��,,~
0
Mronbt��,4on nn�1
CONSULTING ENGINEERS
Shallotte; North Carolina
December 2004

New Beginnings Church
Drainage Basin Data
December 2004
BASIN
I.D.
BUILDINGS
IMPERVIOUS AREA
PAVEMENT
FUTURE
TOTAL
AREA
TOTAL
IMPERVIOUS
WEIGHTED
"Co
AC
AC
AC
AC
AC
1
0.0000
0.0000
0.1046
1.3093
0.1046
0.26
2
0.0000
0.1941
0.0000
0.2222
0.1941
0.86
3
0.0000
0.1850
0.0000
0.2057
0.1850
0.87
4
0.0000
0.138S
0.0899
0.2641
0.2284
0.85
5
0.0000
0.1307
0.0000
0.1450
0.1307
0.88
6
0.0536
0.1077
0.0303
0.2636
0.1916
0.75
7
0.0612
0.1134
0.1311
0.5678
0.3057
0.60
8
0.0000
0.0739
0.1712
0.6326
0.2451
0.49
9
0.0581
0.0000
0.0000
0.3234
0.0581
0.33
10
0.0604
0.0000
0.0409
0.3600
0.1013
0.41
11
0.0000
0.0000
1.8349
3.5070
1.8349
0.59
TOTALS
0.2333
0.9433
2.4029
7.8007
3.5795
0.54
TOTALS
STORMWATER
POND #1 (AC) 0.2333 0.9433 2.4029 7.8007 3.5795 0.54
(SF) 10163 41090 104670 339798 155923
**ALL SEDIMENT MUST BE REMOVED FROM STORMWATER POND #1 AFTER ALL CONSTRUCTION IS COMPLETED
AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.

New Beginnings Church
Storm Drainage Flowrate Calculations
December 2004
Storm Drain
Contributing
Drainage
Impervious
Weighted
Length
Slope
TC
iio
Q7o
I.D.
Area
Area
Area
RC"
ac.
ac.
ft
ft/ft
min.
in/hr
cfs
SDI
2-8
2.30
1.48
0.68
550
0.005
7.73
7.0
10.99
SD2
2,3
0.43
0.38
0.86
140
0.005
2.69
7.0
2.59
SD3
3
0.2057
0.185
0.87
90
0.005
1.92
7.0
1.26
SD4
5
0.145
0.1307
0.88
80
0.005
1.75
7.0
0.89
SD5
6-8
1.464
0.7424
0.58
450
0.005
6.62
7.0
5.95
SD6
7,8
1.2004
0.5S08
0.54
310
0.005
4.97
7.0
4.57
S07
8
0.6326
0.2451
0.49
150
0.005
2.84
7.0
2.17
S08
9,10, and (3/4) of 11
3.31365
1.535575
0.55
580
0.005
8.05
7.0
12.70
SD9
10, (1 /4) of 11
1.23675
0.560025
0.54
200
0.005
3.55
7.0
4.67

New Beginnings Church
Storm Drainage Inverts
December 2004
Storm Drain Length Inv. In Inv. Out Throat Elev. Culvert Diam.
I.D. Feet) (msl) (msI) at Inv. In lnch
SDI
165
32.80
31.90
38.60
24
SD2
90
34.10
32.80
38.00
15
SD3
50
34.40
34.10
38.00
12
SD4
74
35
32.8
38.6
12
SD5
100
33.32
32.8
40
18
SD6
145
34.05
33.32
38.5
18
SD7
222
35.16
34.05
38.5
18
SD8
283
35.2
32
40.7
24
SD9
154
36
35.2
1 40.7
15

New Beginnings Church
Culvert Hydraulics
December 2004
SD1
HEADWATER ELEVATION CALCULATIONS
FLOWRATE _
_ = `=10199sCFS
MANNINGS n =
� At O. 1.2'
DIA. FOR CULVERT PIPE =
L. _>;.s24'INCHES
DIA. FOR RISER =
K :`.;:;:::;<:SO"INCHES
LENGTH OF CULVERT PIPE =
165 FEET
INV. IN ELEV. OF CULVERT =
32.80 FEET
INV. OUT ELEV. OF CULVERT =
31.90 FEET
INLET COEF. FOR CULV. PIPE FLOW
INLET COEF. FOR CULVERT INLET CONTROL
RISER WEIR ELEVATION =
0 00 FEET
WEIR FLOW COEF.
TAILWATER ELEVATION =
y;,<t, 35.SO` FEET
VELOCITY=
3.50 FPS
TAII WATER I INKNOWN = 7FRn (n)
SD2
HEADWATER ELEVATION CALCULATIONS
FLOWRATE _
r" 259f CFS
MANNINGS n =
'
DIA. FOR CULVERT PIPE =
Y fS INCHES
DIA. FOR RISER =
»_: Os INCHES
LENGTH OF CULVERT PIPE _
90 FEET
INV. IN ELEV. OF CULVERT =
34.10 FEET
INV. OUT ELEV. OF CULVERT =
32.80 FEET
INLET COEF. FOR CULV. PIPE FLOW
INLET COEF. FOR CULVERT INLET CONTROL
RISER WEIR ELEVATION =
0 00f FEET
WEIR FLOW COEF. =
0
TAILWATER ELEVATION =
36.12 FEET
VELOCITY=
2.11 FPS
TAIL WATER IINKNOWN = 7FRn (n)
HEADWATER. ELEVATION ASSUMING INLET CONTROL]
HEAD = 0.53
HEADWATER ELEVATION = 34.33
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 0.62
HEADWATER ELEVATION = 36.12
HEADWATER ELEVATION ASSUMING WEIR. FLOW
HEAD = #DIV/O!
HEADWATER ELEVATION = #DIV/O!
HEADWATER ELEVATION ASSUMING INLET CONTROLI
HEAD = 0.19
HEADWATER ELEVATION = 34.92
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 0.23
HEADWATER ELEVATION = 36.34
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/O!
HEADWATER ELEVATION = #DIV/O!

New Beginnings Church
Culvert Hydraulics
December 2004
SD3
HEADWATER ELEVATION CALCULATIONS
FLOWRATE
CFS
MANNINGS n =
DIA. FOR CULVERT PIPE
:'00f12g
7r.2 INCHES
DIA. FOR RISER ="'yy
F,-<= s .0 INCHES
LENGTH OF CULVERT PIPE =
50 FEET
INV. IN ELEV. OF CULVERT =
34.40 FEET
INV. OUT ELEV. OF CULVERT =
34.10 FEET
INLET COEF. FOR CULV. PIPE FLOW
INLET COEF. FOR CULVERT INLET CONTROL
RISER WEIR ELEVATION =
0 00'iFEET
':.
WEIR FLOW COEF.
TAILWATER ELEVATION =
36.34 FEET
VELOCITY=
1.60 FPS
ZAILWATER UNKNOWN = ZERO (0)
NO RISER = ZERO (0) RISER DIA.
SD4
HEADWATER ELEVATION CALCULATIONS
FLOWRATE
CFS
MANNINGS n
DIA. FOR CULVERT PIPE _"
,'.., ,1;2 INCHES
DIA. FOR RISER
,tO
0 INCHES
LENGTH OF CULVERT PIPE =
74 FEET
INV. IN ELEV. OF CULVERT =
35.00 FEET
INV. OUT ELEV. OF CULVERT
32.80
INLET COEF. FOR CULV. PIPE FLOW
INLET COEF. FOR CULVERT INLET CONTROL
.; s, ,0, 6`
RISER WEIR ELEVATION =
-r 0 OQ' FEET
WEIR FLOW COEF. =
5 .. L......;�
TAILWATER ELEVATION =
36.12 FEET
VELOCITY=
1.13 FPS
TAILWATER UNKNOWN = ZERO (0)
NO RISER = ZERO (0) RISER DIA.
HEADWATER ELEVATION ASSUMING INLET
HEAD = 0.11
HEADWATER ELEVATION = 35.01
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 0.11
HEADWATER ELEVATION = 36.46
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/O!
HEADWATER ELEVATION = #DIV/0!
HEADWATER ELEVATION ASSUMING INLET CONTROLI
HEAD = 0.06
HEADWATER ELEVATION = 35.56
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 0.07
HEADWATER ELEVATION = 36.19
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/0!
HEADWATER ELEVATION = #DIV/0!

New Beginnings Church
Culvert Hydraulics
December 2004
SD5
HEADWATER ELEVATION CALCULATIONS
FLOWRATE _
`"'}595 CFS
MANNINGS n
DIA. FOR CULVERT PIPE _
< :<.:1.8>INCHES
DIA. FOR RISER =
'i!.:'`:O=:INCHES
LENGTH OF CULVERT PIPE =
100 FEET
INV. IN ELEV. OF CULVERT =
33.32 FEET
INV. OUT ELEV. OF CULVERT =
32.80 FEET
INLET COEF. FOR CULV. PIPE FLOW =
EK' god
INLET COEF. FOR CULVERT INLET CONTROL
=a06f
RISER WEIR ELEVATION =
O.R FEET
WEIR FLOW COEF.
V
TAILWATER ELEVATION =
36.12 FEET
VELOCITY=
3.37 FPS
TAIL WATER UNKNOWN = ZERO (0)
NO RISER = ZERO (0) RISER DIA.
SD6
HEADWATER ELEVATION CALCULATIONS
FLOWRATE571CFS
MANNINGS n
DIA. FOR CULVERT PIPE =
18, INCHES
DIA. FOR RISER =
0 INCHES
LENGTH OF CULVERT PIPE =
145 FEET
INV. IN ELEV. OF CULVERT =
34.05 FEET
INV. OUT ELEV. OF CULVERT =
33.32 FEET
INLET COEF. FOR CULV. PIPE FLOW =
INLET COEF. FOR CULVERT INLET CONTROL
RISER WEIR ELEVATION =
%'' `� ` .: FEET
WEIR FLOW COEF.
y0'00
TAILWATER ELEVATION =
36.65 FEET
VELOCITY=
2.59 FPS
TAIL WATFR l WICKInWN — 7FRn (n)
190 RISER = ZER RI ER DIA.
HEADWATER ELEVATION ASSUMING INLET CONTROLI
HEAD = 0.49
HEADWATER ELEVATION = . 34.56
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 0.54
HEADWATER ELEVATION = 36.65
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/O!
HEADWATER ELEVATION = #DIV/O!
HEADWATER ELEVATION ASSUMING INLET
HEAD = 0.29
HEADWATER ELEVATION = 35.09
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 0.39
HEADWATER ELEVATION 37.04
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/01
HEADWATER ELEVATION = #DIV/01

New Beginnings Church
Culvert Hydraulics
December 2004
ISD7
HEADWATER ELEVATION CALCULATIONS
FLOWRATE =
2'17TCFS
MANNINGS n
DIA. FOR CULVERT PIPE
Sa INCHES
DIA. FOR RISER =
,,.,:..,_:- `,--0 INCHES
LENGTH OF CULVERT PIPE =
222 FEET
INV. IN ELEV. OF CULVERT=
35.16 FEET
INV. OUT ELEV. OF CULVERT =
34.05 FEET
INLET COEF. FOR CULV. PIPE FLOW
6 0 5
INLET COEF. FOR CULVERT INLET CONTROL
RISER WEIR ELEVATION =
u _40.00s FEET
WEIR FLOW COEF. =
0
TAILWATER ELEVATION =
37.04 FEET
VELOCITY=
1.23 FPS
TAI1 WATFR IINI(NnWN = 7FR0 (0)
SD8
HEADWATER ELEVATION CALCULATIONS
FLOWRATE =
127sCFS
MANNINGS n =
0 01z
DIA. FOR CULVERT PIPE
DIA. FOR RISER =
„ 'Y .. ;;^4 INCHES
LENGTH OF CULVERT PIPE =
283 FEET
INV. IN ELEV. OF CULVERT =
35.20 FEET
INV. OUT ELEV. OF CULVERT =
32.00 FEET
INLET COEF. FOR CULV. PIPE FLOW
INLET COEF. FOR CULVERT INLET CONTROL
RISER WEIR ELEVATION =
0 QQ{FEET
WEIR FLOW COEF.
TAILWATER ELEVATION =
35.50 FEET
VELOCITY=
4.04 FPS
TAILWATER UNKNOWN = ZERO (0)
HEADWATER ELEVATION ASSUMING INLET CONTROLI
HEAD = 0.07
HEADWATER ELEVATION = 35.98
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 0.12
HEADWATER ELEVATION = 37.16
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/0!
HEADWATER ELEVATION = #DIV/O!
HEADWATER ELEVATION ASSUMING INLET CO
HEAD = 0.70
HEADWATER ELEVATION = 36.90
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 1.14
HEADWATER ELEVATION = 36.64
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/O!
HEADWATER ELEVATION = #DIV/O!

New Beginnings Church
Culvert Hydraulics
December 2004
SD9
HEADWATER ELEVATION CALCULATIONS
FLOWRATE _
;' ''Y:4,67�;CFS
h_ 02 10
DIA. FOR CULVERT PIPE _:,;
15= INCHES
DlA. FOR RISER =
;.,;:;,.,_...:; O INCHES
LENGTH OF CULVERT PIPE =
154 FEET
INV. IN ELEV. OF CULVERT =
36.00 FEET
INV. OUT ELEV. OF CULVERT =
35.20 FEET
INLET COEF. FOR CULV. PIPE FLOW
INLET COEF. FOR CULVERT INLET CONTROL
RISER WEIR ELEVATION =
�,jk.0.00 FEET
WEIR FLOW COEF. _
.;
TAILWATER ELEVATION =
36.90 FEET
VELOCITY
3.81 FPS
TAII WATFR I INKNf)WN = 7FR17 (0)
HEADWATER ELEVATION ASSUMING INLET CO
HEAD = 0.62
HEADWATER ELEVATION = 37.25
HEADWATER ELEVATION ASSUMING PIPE FLOW
HEAD = 1.02
HEADWATER ELEVATION = 37.93
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/O!
HEADWATER ELEVATION = #DIV/O!

New Beginnings Church
Rig Rap Protection
December 2004
Rip -Rap Outlet Protection
Qso d50 La 3Do W dmax Apron
Weir Length o Length Thickness
(feet) (cfs) (ft) (ft) (ft) (ft) (ft) (ft)
Stormwater Pond
Outlet Weir ** 10 ** 29 1 15 10.00 30.00 1.50 2.25
** Approximately equal to characteristics of 30" diameter culvert
�* Tailwater < .5Do, Figure 8.06a used to size rip-rao
10 feet
LA
W

NC DENR - DIVISON OF WATER QUALITY
.0310 LUMBER RIVER BASIN
2B .0300
Classification
Name of Stream Description Class Date Index No.
Pamlico Creek (Pompeys
From Brunswick
County SR
SC;HQW
08/01/90
15-25-1-15-(2)
Creek)
1115 to Lockwoods Folly
River
Lockwoods Folly River
From Brunswick
County, SR
SA;HQW
12/13/79
15-25-1-(16)
1200 to Intra-coastal
Waterway
Stanberry Creek
From source to
Lockwoods
C;Sw,HQW
08/01/90
15-25-1-17
Folly River
Mill Creek
From source to
Brunswick
C;Sw,HQW
08/01/90
15-25-1-18-(1)
County SR 1112
Mill Creek
From Brunswick
County SR
SA;HQW
12/01/63
15-25-1-18-(2)
1112 to Lockwoods Folly
River
Mullet Creek
From source to
Lockwoods
SA;HQW
12/01/63
15-25-1-19
Folly River
Lockwoods Creek
From source to
Lockwoods
SA;HQW
12/01/63
15-25-1-20
Folly River
Spring Creek
From source to
Lockwoods
SA;HQW
12/01/63
15-25-1-21
Folly River
Shallotte River
From source to
N.C. Hwy. 130
C;Sw,HQW
08/01/90
15-25-2-(1)
Saw Pit Swamp
From source to
Shallotte
C;Sw
12/01/63
15-25-2-2
River
Cool Run
From source to
Shallotte
C;Sw
12/01/63
15-25-2-3
River
McMilly Swamp
From source to
Shallotte
C;Sw
12/01/63
15-25-2-4
River
Lookout Hranch
From source-to-Shal-IoLte" —
River
—C;Sw;HQW
08/01/90
15-25--2-4-5
Shallotte River
From N.C. Hwy.
13C to U.S.
SC
12/01/63
15-25-2-(5)
Hwy. 17
Meetinghouse Branch
From source to
Shallotte
C;Sw
03/01/77
15-25-2-6
River
Mulberry Branch
From source to
Shallotte
C;Sw
12/01/63
15-25-2-7
River
Williams Branch
From source to
Mulberry
C;Sw
12/01/63
15-25-2-7-1
Branch
Shallotte River
From U.S. Hwy.
17 to mouth
SC;HQW
08/01/90
15-25-2-(7.5)
of the Mill Pond
Woodward Branch (Charles
From source to
Shallotte
C;Sw,HQW
08/01/90
15-25-2-8
Branch)
River
Sharron Creek (Grissett
From source to
Williams
C;Sw,HQW
08/01/90
15-25-2-9-(1)
Swamp)
Branch
Sharron Creek (Grissett
From Williams Branch to
SC;HQW
08/01/90
15-25-2-9-(2)
Swamp)
Shallotte River
21

Stormwater and Erosion Control Narrative
for
New Beginnings Church
Phase 1-
The subject project is located off of NC Hwy. 130 in southern Brunswick County. The
proposed New Beginnings Church (Phase 1) includes proposed buildings, a parking lot, and a
paved driveway. The project entrance is an extension of an existing driveway. Future plans
include a new entrance off of NC Hwy. 130, two more parking lots, and more buildings. Only
Phase 1 is proposed in this submittal.
Stormwater Pond # 1 has been designed to treat the stormwater runoff from all of the
projects impervious areas (including all future impervious areas). All stormwater runoff is
collected in a piping system that discharges into Stormwater Pond # 1.
Stormwater Pond #1 will be utilized for Erosion Control. The forebays in the pond
provide sediment storage during construction. The forebays and pond must be constructed
before clearing and construction begins. Upon completion of construction .and after all areas
have been stabilized the pond must be returned to its design specifications for use as a
Stormwater Pond.

HD
HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: New Beginnings Church
Shallotte, North Carolina
Submittal of Stormwater Plan
Dear Ms. Lewis:
117 Pine Street
Post Office Box 627
Thursday, December 16, 2004
On behalf of the New Beginnings Church, we are pleased to submit for
your review and approval two (2) copies each of the Stormwater Plans, the
Hydraulic/Hydrology calculations, and the executed Permit Application forms.
The enclosed plans are also being submitted for the required Sedimentation
and Erosion Control Plan.
The proposed subject project falls within the high density guidelines.
Enclosed is a check in the amount of $420.00 to cover the application fee.
We appreciate your attention in this matter. Should you have any
comments or require any additional information, please do not hesitate to
contact our office at your convenience.
Sincerely,
REC EIV7ED
S��C 1 7/ 2004
Vy; ;-0 / f/onClark, E.I.
and Associates, P.A.
Enclosures
pc: File; 04-1061 (New Beginnings Church, SW)