SW8050721_HISTORICAL FILE_20050810

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWori;�a�a��
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
/f7
YYYYMMDD i

State Stormwater. Management Systems
Permit No. SW8 050721
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
Anthony Clemmons and Mount Olive Baptist Church
Mount Olive Baptist 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 August 10, 2015, 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.
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 93,525 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. This permit does not include an allotment of
built -upon area for future development.
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 050721
6. The following design criteria have been provided in the wet detention pond and.
must be maintained at design conditions:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
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:
Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. ' Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
5.09
221,720
None
93,525
1.0
6.0
90%
40.5
20,834
22,165
41.5
1-.5" O pipe
17,690
UT to Beaverdam Swamp 1 Lumber
15-25-1-12-3
"C; Sw"
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

State Stormwater Management Systems
Permit No. SW8 050721
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 and 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 113 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.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
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 4 of 7

State Stormwater Management Systems
Permit No. SW8 050721
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 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.
III. GENERAL CONDITIONS
1. 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 10th day of August 2005.
NORTH-,CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
u v�
Alan ime , P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050721
Mount Olive Baptist Church
Stormwater Permit No. SW8 050721
Brunswick County
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
6yW-1>A
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050721
Certification Requirements:
1, The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. ThE outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts 'of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 7 of 7

TRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
August 1, 2005
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Paul Bartlett
Re: Mt. Olive Baptist Church — EXPRESS REVIEW
Project No. SW8 05072.1
TE 05030
Dear Paul:
In response to your July 26, 2005 correspondence, we offer the following:
of The preliminary wetlands determination provided by the owner is enclosed.
T�J �2. A letter from Mt. Olive Baptist Church stating that Anthony Clemmons is the
authorized agent for the church is enclosed. This letter also includes their
g ( -,federal identification number.
Section III has been corrected to show that the drainage basin drains to an
un n tributary to the Beaverdam Swamp in the Lumber River basin.
D 4. The total project area is 22.72 acres, but the proposed developed portion
S��pr covers 5.09 acres. An inset has been placed on Drawing Cl to illustrate the
/entire site. Section 1I1.4 has been corrected to show the proper project built
upon area.
a 1L gr2d D! 5. A note has been added to sheet C1 to indicate that the 30" plug is for
expansion purposes. Also, a note has been added to indicate that any
connection to this line requires permit modifications prior to installation.
C6. A note has been added to sheet C2.
7. A note has been added to sheet C2.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely, t,.,F T-r.
Tripp En-ineering, P.C. '�`IL
]B L p '
anathan W. Ham
JWH:dcb
Eric.

JUL 08,2005 09:02A Tripp Engineering 9107635631
page
A WA��
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 (910)395-39M FAX [phone]
Request for Express Permit Review
F1LL-1AJ all information below and CHECK required Permithd
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Anthon W. Clemmons
Company Mount Olive Baptist Church
Address 1150 Crossroads Trail S.E. City/State Bolivia, NC ,Zip 28422 Co u nty_ I irun swi ck
Phone [phone] Fax Email
PROJECT Name Mount Olive Baptist Church
ENGINEER/CONSULTANT
Company TrippEngineering
Address_ 419 Chestnut Street City/State Wilmington, NC Zip 28401 County New Hanover
Phone [phone] ,.Fax [phone] Email tripoeno(ailec,rr.com
❑ STREAM ORIGINATION CERTIFICATION
® STORMWATER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ OR Site
❑ COASTAL
❑ Excavation & Fill
❑ Bridges & Culverts
❑ Structures Information
MANAGEMENT
❑ Upland Development
❑ Marina Development
❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 5.09 acres to be disturbed.
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) []Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted []Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES:
SW
CAMA
LOS
401
For DENR use only
Fee Split for multiple permits -
Total Fee Amount $

JUL 08,2005 09:02A Tripp Engineering 9107635631 page 3
July 5, 20U5
Stormwater Narrative
Mount Olive Baptist Church
Brunswick County, NC
TE 05030
Mount Olive Baptist Church is a 22.72 acre tract of land along Galloway Road.
Approximately 5.09 acres are proposed to be developed for the purpose of building a new
church. The development will be considered ]sigh -density and Stormwater runoff will be
treated by wet detention. Mount Olive Baptist Church contains only one drainage basin.
Basin No. 1 is 5.09 acres and proposed for 2.15 acres of impervious area or 42.2% of the
drainage basin. There is one building with 21,590 sf, 70,825 sf of Parking or asphalt
area, and 1,110 sf of sidewalk that make up the 2,15 acres (93,525 sf) of impervious area.
Stormwater pond is sized to treat the first 1" of runoff.
Mount Olive Baptist Church is Proposed for total site impervious percentage of 9.46%.
Impervious areas will be treated by wet detention and outflow to an unknown tributary to
the Royal Oak Swamp, classification C Sw,

=JUL 08,2005 09:02A Tripp Engineering
5
Map output
9107635631
Page 1 of 1
page 4
Brunswick County Parcels
map is prepared far the inventory of real property found within this jurisdiction, and is compiled From recorded deeds, plats and other p
ds and data. Users of this map are hereby notified that the aforementioned public primary information sources should be consulled for
cation of the information contained on this map. The County sasumes no legal responsibility for the information contalned on thls map.
int date is: 7/5/2005 The date effective data is: June 27. 2005

■
JUL 08,2005 09:01A Tripp Engineering
■
9107635631
Job No. � Q � C7...... —
Date: -7o!�-
(1 S L)
t.
TRIPP ENGINEERING, P.C. 1 /1 )
419 Chestnut Street, Wilmington, NC 28401
Phone: [phone] - FAX: [phone]
Email: trippcng@cc,rr.com
LETTER OF TRANSMITTAL
To: NCDENR
Attentlon: Cameron Weaver
Subject. Request for Express Permit _Reviejn - Mount Oliv�.aptist Church .
X FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER -4
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications (X ) Other
Copies Item No. D i tion
1 equest far Express Permit Review
1 2ormwater Narrative
1Vicinity Ma
These are transmitted as checked below:
( ) For Approval ( ) For Your Use ( ) Sign & Return ( } Review
Remarks:Pieasg let us know the time and date sow an planjamordinqW,_
cc:
page 1
2/7Signed.

July 5, 2005
Stormwater Narrative
Mount Olive Baptist Church
Brunswick County, NC
TC 05030
Mount Olive Baptist Church is a 22.72 acre tract of land along Galloway Road.
Approximately 5.09 acres are proposed to be developed for the purpose of building a new
church. The development will be considered high -density and stormwater runoff will be
treated by wet detention. Mount Olive Baptist Church contains only one drainage basin.
Basin No. l is 5.09 acres and proposed for 2.15 acres of impervious area or 42.2% of the
drainage basin. There is one building with 21,590 sf, 70,825 sf of parking or asphalt
area, and 1,110 sf of sidewalk that make up the 2.15 acres (93,525 so of impervious area.
Stormwater pond is sized to treat the first 1" of runoff.
Mount Olive Baptist Church is proposed for total site impervious percentage of 9.46%.
Impervious areas will be treated by wet detention and outflow to an unknown tributary to
the Royal Oak Swamp, classification C Sw.
RECEIVED
b 20 72/
BY:

JUL--29-05 10:31 Am BPC.CPAS 910 457 5998 P.01
C
B RO C K
*� B E R RY
PADG ETT
CHA DLER,PLLC
C E T I F I E a PUBLIC A C C O U N T A N T S
OFFICES IN
WiIfninjion, NC
Soulhporl, NC
S:+oilolle, NC
COVER SHEET
FACSIMILE TRANSMISSION
YOU MAY CONTACT OUR OFFICE AS FOLLOWS:
WILLIAM E, BROCK, CPA
IRA WAYNE BERRY, CPA
N. MENTON PADGETT, CPA
J. MICHAEL CHOLNDIER, CPA
TELEPHONE NUMBER: [phone] FAX: [phone]
W,SBS17E:" ww.bpccpao.com E-MAILi south ortab cc aa.com
.N CASE OF DIFFICULTY IN TMNSMISSZON OF TELECOPIES, PLEASE CALL
TELECOPIER OPERATOR LISTED BELOW:
N.C. Division of Water Quality
TO: Wilmington Regional Office ATTN: Mr. Paul T. Bartlett
FAX NUMBER: 910-350-2004
FROM;
Vesta C. Williams
DATE: July 29, 2005
RE: Mt. Olive Bepcist Church/Pornits
OUR CLIENT'S NAME:
T07"AL NUMBER OF PAGES FOR THIS TRANSMISSION:
INCLUDING COVER PAGE: 2
COPIES TO:
TELECOFIER OPERATOR: VCR'
T-81
- -. r,VED
i JUL 9 2005
5'lc9�p TA o72f
PO. BOX 10339 / 1123 N, HOWE STREET / SOUTHPORT, NORTH CAROLJNA 28461 / 910-4S7-9455 FAX 91 D-457-5998
MEMBER OF: AICPA�, Private Companies Practice Section I NCA CPAY

JUL-29-05 10:31 AM BPC.CPAS 910 457 5998 P.02
Mt. Olive Baptist Church
1150 Crossroads Trail SE
Bolivia, North Carolina 28422
July 29, 2005
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Attention Mr. Paul T. Bartlett
Dear Mr, Bartlett:
This letter is notification that Anthony W. Clemmons has been authorized by Mt. Olive
Baptist Church New Building Project Team as an agent to sign all permits necessary for
the building project.
We hope this notification will fulfill Item No. 2 on the Request for Additional
Information.
Our federal identification number is 56-1397814.
Sincerely,
'L,6'. &TA��
Vesta C. Williams
Treasurer/Clerk
RECEIVED
JUL 2 9 ?_005
s�g 7 F
BY:

Jul-01-05 01:04P
P_OIL
Brunswick Soil & 'Water Conservation District
10 Referendum Drive
P.U. Box 26
Bolivia, N.C. 28422-0026
910-253-2830
Fax [phone]
Date: % ! /
To: -1 MagAel gm
Fax Ntunber: 743- S6 3/
Pages sent including cover page
From: 00"
Fax Number: z 5 s- W 83 0
Comments:_ U 44
-.._ - l lPry�mYls. —
if you have any problems with transmission please call [phone],
JUL 01,2005 12:20A
NORIN C.410LIMA
SOIL&WATER
RECEIVED
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BY:
page 1
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JUL 01,2005 12:22A ,BUG 0 2 905 page a

JUL^"L7—az:) I gl Hrl tsr4.l. t-
H.=+
Mt. Olive Baptist Church
1150 Crossroads Trail SE
Bolivia, North Carolina 28422
July 29, 2005
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Attention Mr. Paul T. Bartlett
Dear Mr. Bartlett:
RECEIM
JUL 2 9 2005
This letter is notification that Anthony W. Cletnmons has been authorized by Mt. Olive
Baptist Church New Building Project Team as an agent to sign all permits necessary for
the building project.
We hope this notification will fulfill Item No. 2 on the Request for Additional
Information.
Our federal identification number is 56-1397814.
Sincerely,
Vesta C. Williams
Treasurer/Clerk
JUL 29,2005 09:52A
RECEIVED
13 7o05
6 2-
BY r� _�
910 457 5998
page 2

FILE MODE
694--MEMORY TX
P. 1
COMMUNICATION RESULT REPORT ( JUL.26.2005 1;43PM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RE T PAGE
-------------------------9-7635631 ffK7------.---------------------------------P.---3i3------ --
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Doss, Jr., Secretary
Date: 7/26/05 No. of Pages: 3 (Incl. Cover)
To: Jonathan Ham From: Paul Bartlett
Company: Tripp Eng. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050721
Project Name: Mount Olive Baptist Church
MESSAGE:
Jonathan,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Clemmons, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 7/26/05 No. of Pages: 3 (Incl. Cover)
To: Jonathan Ham From: Paul Bartlett
Company: Tripp Eng. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050721
Project Name: Mount Olive Baptist Church
MESSAGE:
Jonathan,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Clemmons, and a copy will be mailed to you.
/J
ENBlptb: S:1WQSISTORMWATERIADDINF0120051050721
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

�QF WAT, �- Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
July 26, 2005
Mr. Anthony Clemmons, Pastor
Mount Olive Baptist Church
1941 Galloway Road NE
Bolivia, NC 28422
Subject: Request for Additional Information
Stormwater Project No. SW8 050721
Mount Olive Baptist Church
Brunswick County
Dear Mr. Clemmons:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Mount Olive Baptist Church on July 14, 2005 for review on July 25, 2005. A preliminary review
of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:,�,
1. se either delineate all wetlands on,site, disturbed or undisturbed, on a Plan a"Tfyij
d,,of e ting conditions an Drawing No. C1, or note on the plans that none exist. �j4t
a -7/1
v2. I&lease provide documentation that Mount Olive Baptist Church has been f
,! A registered with the N.C. Department of the Secretary of State and that you are an
P }� ��, authorized agent for sig ing the permit application, as required by N.C.
Administrative Code Section 15A NCAC 2H.1003(e).
PtPlease clarify drainage basin and receiving stream entries in Section 111.3. and
Section 111.6. of the application. Beaverdam Swamp and Royal Oak Swamp drain
to the Lumber River basin, and review of topographic maps suggest that the site
u may drain by an unknown tributary to Beaverdam Swamp. The stream
classification remains C; Sw as entered on the application.
4. Please clarify the total rp oject area and rp oject built upon area entries in Sections
111.3 and 111.4. of the application. The Narrative lists 5.09 acres of area to be
developed, Drawing C1 illustrates 5.09 acres of project area, and Section 111.3 of
the application lists 22.72 acres.
5. Please clarify the 30" Plug on the 30" line to DI No.2 with a label or note on
Drawing No. C1. Is this a drainage connection for future development? No
future allotment for BUA has been included in the application, and any
connection at this 30" line will involve a permit modification. The label or note
needs to state that a permit modification is required before any connection is
made.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405.3845 FAX {910j 350-2004 InterneL h2o.enr.state.nc us One
NorthCarolina
An Equal oppertunityfAffirmative Action Employer — 50% Recycled110% Post Consumer Paper Naturally

Mr. Anthony Clemmons
July 26, 2005
Stormwater Application No. SW8 05,0721
6. Please add a note to the Detention Pond or Outlet Structure detail on
Drawing No. C2 that a pump will be provided to drain the basin for
maintenance and emergencies.
7. / Please add to the trash rack label on the Outlet Structure detail on
J Drawing No. C2 that the maximum grating opening will be 4".
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to August 2,
2005, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
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].
Sinc rely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:1WQSISTORMWATERIADDINF0120051050721
CC' Jonathan W. Ham, Tripp Engineering, P.C.
Paul Bartlett
Page 2 of 2

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TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
July 13, 2005
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Cameron Weaver
Re: Mt. Olive Baptist Church — EXPRESS REVIEW
Brunswick County, NC
TE 05030
Dear Cameron:
P 9 eLV 7 /2:5-
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) wet detention basin supplements, two
(2) sets of calculations and one check for the express review fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
onathan W. Ham
JWH:dcb
Enc.
�JUL t IVED
s J0 0
BY: -

7108,2005 09:02A Tripp Engineering
9107635631 page 2
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express Permit Review
-7/4— � 4e - 7'�
FILL-IN all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinily map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made,
APPLICANT Name AnthonyW. Clemmons
Company _ Mount Olive Baptist Church
,,----Address 1150 Crossroads Trail S.E. City/State- Bolivia, NC Zip 28422^ County_ Brunswick
f` Pirrone 910-754-6808 Jax -...Email
PROJECT Name Mount Olive Baptist Church �.
ENGINEER/CONSULTANT Phillip Tripp
Company Tripp Engineering
Address____,, 419 Chestnut Street City/State Wilmington, NC Zip 28401 County New Hanover
Phone [phone] ,Fax [phone] Email tri en ec.rrcom
❑ STREAM ORIGINATION CERTIFICATION
® STORMWATER ❑.Low Density ® high Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Oft Site
❑ COASTAL
❑ Excavation & Fill
❑ Bridges & Culverts
❑ Structures lnformation
MANAGEMENT
❑ Upland Devetopment
❑ Marina Development
❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 5.09 acres to be disturbed.
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) []Wetlands Delineated/No JD
❑ Greater than 0,1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LOS ' ... $
401 $
Total Fee Amount $

�e® JUL 08,2005 09:01A Tripp Engineering
�m
9107635631
)ob No.-._3C7.....—
Date:
T'RIPP ENGINEERING, P.C.
419 Chestnut Strcet, Wilmington, NC 28401
Phone: (910) 76a-5100 - FAX: (91 r'1) 763-5631
Email: trippengocc.rr.corn
LETTER OF TRANSMITTAL
To: NCD1rNR
Attention: Cameron weaver
Subject: Request f r—Express Permit Revi w - Mount Oliv artist Church
X FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER -A—
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications (X ) Other
Copies Item No. DQ5cription
1Request for EXDrCSs Permit Review
1qtormwater Narrative
Viclni6( Ma .._
These are transmitted as checked below:
( ) For Approval ( ) For Your Use ( ) Sign & Return ( } Review
Remarks:- PleasQ let us know the time and date so wean plan accordingly,
cc:
2/7Signed. /b��

7T
08,2005 09:02A Tripp Engineering 9107635631 page 3
July 5, 2005
Stormwater Narrative
Mount Olive Baptist Church
Brunswick County, NC
TE 05030
Mount Olive Baptist Church is a 22.72 acre tract of laird along Galloway Road.
Approximately 5.09 acres are proposed to be developed for the purpose of building a new
church. The development will be considered hig��nd stormwater runoff will be
treated by wet detention. Mouth Olive Baptist Church contains only one drainage basin.
Basin No. 1 is 5.09 acres and proposed for 2.15 acres of impervious area or 42.2% of'the
drainage basin. There is one building with 21,590 sf, 70,825 sf of parking or asphalt
area, and 1,110 sf of sidewalk that make up the 2.15 acres (93,525 sf) of impervious area.
Stormwater pond is sized to treat the first 1" of runoff.
Mount OliVC Baptist Church is proposed for total site impervious percentage of 9.46%.
Impervious areas will be treated by feet detention and outflow to an unknown tany��
the Royal Oak Swamp, classification C. Sw.

JUL 08,2005 09:02A Tripp Engineering
Map Output
9107635631
Page 1 of i
p,�
0, .
Brunswick County Parcels
This map is prepared for the inventory of real property found within this jurisdiction, and is compiled from recorded deeds, plats and other p
records and data. Users of this map are hereby notified Ihal the aforementioned public primary information sources should be eonsulled for
verification of the information contained on this map. The County assumes no legal rerponaibility for the information contained on this map,
current date is: 715/2005 The data efteclive date is: June 27, 2005