SW8910805_HISTORICAL FILE_20180413 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 91 0 8 oS
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
4 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2018 o+ 3
YYYYMMDD

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
April 13, 2018
Seaside United Methodist Church
Attn: Mr. .lack Casey
1300 Seaside Road SW
Sunset Beach, NC 29468
ROY COOPER
Governor'
MICHAEL S. REGAN
secrerary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
Subject: Permit Modificationand Extension
State Slormwater Management Permit No. SW8 910805
Seaside United Methodist Church
High Density Project
New Hanover County
Dear Mr. Casey:
Effective August 1, 2013 the State Slormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMI.,R). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that the updated permit or any updated pages to the permit will now reference
DL'MLR as the Division responsible for issuance of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any development
approval issued by the Division of Energy, Mineral and Land Resources under Article 21 of Chapter 143
of the General Statutes, which is current and valid at any point between January 1, 2008, and December
31, 2010. The law extends the effective period of any stormwater permit that was set to expire during this
time frame up to three (3) years from its current expiration date. On August 2, 2010, the Governor signed
Session Law 2010-177, which granted an extra year for an extension of up to four (4) years.
The Wilmington Regional Office received a complete, modified State Storrnwatcr Management Permit
Application for the subject project on March 2, 2018. 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 21-1.1000 effective September 1, 1995, We are forwarding modified Permit No. SW 8 910805
dated April 13, 2018, for the construction, operation and maintenance of the stormwater control measures
(SCMs), built -upon areas, as well as the stormwater collection system and/or vegetated conveyance
system associated with the subject project. Please add the attached plans to the previously approved plan
set.
This permit shall be effective from the date of issuance until September 6, 2019 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required. Please pay special attention to the permit conditions regarding the operation and
maintenance of the SCMs, stormwater collection system, and/or vegetated conveyances; the limitation of
built -upon area; modification of the project; the procedures for changing ownership of and/or transferring
the permit; and the need to renew the permit. Please also pay attention to the permit conditions that
requires the recordation of deed restrictions and protective covenants, casements, and the maintenance
agreement, which must. all be provided along with certification upon completion of the project. Failure to
comply with these requirements will result in future compliance problems. Please note that the modified
permit does not impose new or different terms; it merely restates some of the previous terms to provide
you with a better understanding of your obligations under the permit.
StaicofNwh Carollm, ICnvllYrtnnental Quality f2ncryy. Mineral and Land Nevnunces
Wiln1in9l0nl2cgl0na10fficc I127 Cardinal171'Ivr r-xlmsion Wilnlinglon,NC 2.94o:i
410 746 7215

Slate Stormwatcr Permit No. S W8 910805
Page 2 of 2
The following modifications are included and covered by this permit
1. Infiltration Basin 2, Impervious Area: A new sidewalk has been added, and allocation previously
allocated as "future' has been shifted to "sidewalk".
2. Infiltration Basin 2, Drainage Area: The drainage area increased slightly. The increase in volume
will be able to be handled in the current pond without design changes.
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
(OAFI). The written petition must conform to Chapter 150B of the North Carolina General Statutes and
must be Filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAI-I
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 al. www.NCOAfl.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 Kelly
Johnson in the Wilmington Regional Office, at [phone].
Since(fclytz
l William E. (Ioby) Vinson, Jr., PE, CIJFSC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
GDS/kpj:\\\Stormwatcr\Permits & Projects\1991\910805 11D\2018 04 permit 910805
enc: Attachment A: Certifications
Attachment B: Impervious Area Summary
cc: Brunswick County Engineering
Wilmington Regional Office Stormwater File
Slalcot North Carolina I Environmental Quality I tinergy.Minei:land Land Resources
W9lminglun RcyionalORice I127 r_al dlllal nllVe Ertrnsinu I WIIining W,,,NC 78405
9107467215

State Stormwater Management Systems
Permit No. SW8 910805
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
Seaside United Methodist Church
Seaside United Methodist Church
1300 Seaside Road SW, Sunset Beach, Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H .1000, effective September 1, 1995 (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 Energy, Mineral and Land Resources (DEMLR) and considered a part of
this permit.
This permit shall be effective from the date of issuance until September 6, 2019, 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 and 1.7 of this permit. The stormwater controls
have been designed to handle the runoff from 164,534 square feet of impervious
area. This basins and pond must each be operated with a 50 ft vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated in this permit,
per approved plans, and in Attachment B.
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.
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 3 of 11

State Stormwater Management Systems
Permit No. SW8 910805
6. The following design criteria have been permitted for the infiltration basins and
must be maintained at design condition:
Units
Infiltration Basin 1
Infiltration Basin 2
Drainage Area
Onsite
Off -Site
Acres
ft2
ft2
0.21
8,996
0
1.34
58,167
0
Total Impervious Surfaces
ft2
2,812
45,740
Design Storm
inches
1.5
1.5
Basin Depth
feet
0.5
0.9
Bottom Elevation
FMSL
30.0
26.5
Bottom Surface Area
ft2
1,416
5,339
Bypass Weir Elevation
FMSL
30.5
27.4
Permitted Storage Volume
ft3
809
5,546
Type of Soil
Murville
Murville
Expected Infiltration Rate
in/hr
12
12,
Seasonal High Water Table
FMSL
28.0
24.4
Time to Draw Down
hours
0.3
1.0
Receiving Stream
Calabash River
Calabash River
River Basin
Lumber
Lumber
Stream Index Number
15-25-13
15-25-13
Classification of Water Body
SA;HQW
SA;HQW
Page 4 of 11

State Stormwater Management Systems
Permit No. SW8 910805
7. The following design criteria'have been permitted for the wet detention pond and
must be maintained at design condition:
Units
Wet Detention Pond
Drainage Area
Onsite
Off -Site
Acres
ft2
ft2
2.78
121,000
0
Total Impervious Surfaces
Buildings
Parking
Sidewalks
Future
ft2
115,982
37,362
78,620
0
0
Design Storm
inches
1
Units
Wet Detention Pond
Pond Depth
feet
5
Permanent Pool Elevation
FMSL
24.0
Permanent Pool Surface Area
ft2
3,585
Permitted Storage Volume
ft3
14,578
Temporary Storage Elevation
FMSL
26.5
Controlling Orifice
0 pipe
1
Receiving Stream
Calabash River
River Basin
Lumber
Stream Index Number
15-25-13
Classification of Water Body
SA;HQW
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
Page 5 of 11

State Stormwater Management Systems
Permit No. SW8 910805
f. For the infiltration basins, debris removal and unclogging of bypass
structure, infiltration media, flow spreader, catch basins, piping and
vegetated filter.
g. A clear access path to the bypass structure of the infiltration basins must
be available at all times.
h. For the wet detention pond, debris removal and unclogging of the outlet
structure, orifice device, flow spreader, catch basins, piping and vegetated
filter.
i. A clear access path to the outlet structure of the wet detention pond must
be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Decorative spray fountains will be allowed in the wet detention pond, 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 1/8 horsepower.
6. The facilities shall be constructed, operated and maintained in accordance with
the provisions of this permit, the approved plans and specifications, and the
supporting documents attached to this permit and on file with the Division.
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.
Page 6 of 11

State Stormwater Management Systems
Permit No. SW8 910805
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.
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
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
State Stormwater Request Form for Permit Transfer or Permit Information
Update, accompanied by the supporting documentation as listed on the form, to
the Division at least 60 days prior to any one or more of the following events:
a. Any ownership change including:
i. The sale or conveyance of the project area in whole or in part,
except in the case of an individual lot sale that is made subject to
the recorded deed restrictions and protective covenants;
ii. Dissolution of the partnership or corporate entity, subject to NCGS
57D-2-01(e) and NCGS 57D-6-07;
b. Bankruptcy;
c. Foreclosure, subject to the requirements of Session Law 2013-121;
d. A name change of the current permittee;
e. A name change of the project;
f. A mailing address change of the permittee;
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the DEMLR, 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 DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
Page 7 of 11

State Stormwater Management Systems
Permit No. SW8 910805
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.
8. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
9. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the
project, in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
10. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
11. The permittee shall submit a permit renewal application 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 modified and reissues the 131h day of April 2018
�F;Willi&n E. (Toby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 8 of 11

State Stormwater Management Systems
Permit No. SW8 910805
Attachment A - Certification
Seaside United Methodist Church
Stormwater Permit No. SW8 910805 Modification
Brunswick County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
RMd11111
Page 9 of 11

State Stormwater Management Systems
Permit No. SW8 910805
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
.14. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Regional Office
Brunswick County Building Inspections
Page 10 of 11

State Stormwater Management Systems
Permit No. SW8 910805
Attachment B — Impervious History
Infiltration Basin 1
(Drainage Area 1)
Infiltration Basin 2
(Drainage Area 2)
Wet Pond
(Drainage Area 3)
Permit
9/8/05
Permit
4/13/18
Permit
9/8/05
Permit
4/13/18
Permit
9/8/05
Permit
4/13/18
Drainage Area
0.21
0.21
1.32
1.34
2.78
2.78
8,996
8,996
57,584
58,167
121,000
121,000
Onsite
8,996
8,996
57,584
58,167
121,000
121,000
Offsite
0
0
0
0
0
0
Total Impervious:
2,812
2,812
45,740
45,740
115,982
115,982
Onsite Buildings
0
0
17,362
17,362
37,362
37,362
Onsite Streets
0
0
0
0
0
0
Onsite Parking
2,700
2,700
0
0
78,620
78,620
Onsite Sidewalks
112
112
2,148
3,770
0
0
Future
0
0
26,230
24,608
0
0
Offsite
0
0
0
0
0
0
ac
Sf
Sf
sf
sf
Sf
sf
sf
Sf
Sf
Sf
Page 11 of 11

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Friday, March 2, 2018 1:47 PM
To:
[e-mail]'
Cc:
'Howard Resnik'
Subject:
sw8 910805, Seaside United Methodist Church
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application and the $505 fee on 3/2/18. The project has been assigned to me, and you will be
notified if additional information is needed. Please be advised that the construction of built -upon area may not
commence until the Stormwater Permit is issued.
Thanks,
Kelly
K4LI, Okv-soo,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [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.

Completeness Review Checklist
Project Name: �� ������CQc-_te4- Received Date:�,A
Project Location: Accepted Date:
- — In �tnr �c 'Z 'zsL
Rule(s)' F-12008 Coastal 1995 Coastal Phase II (WiRO.) ®Universal ❑r1988 Coastal
Type of Permit: New or Mod)r PR Existing Permit_ k (Mod or PR): 4:? / n On 1 IDF_ fart on File
Density( HDJ or LD Type: Commercial or Residential F—INCG:
%: _p(% OK?) Stream Class: El SA Map ®Offsite to SW8
Subdivided?: Subdivision or Single Lot nORW Map F lExempt
Paperwork eZ'(Z�r1-- Emailed Engineer on:
upplement(s) (1 original per BMP) BMP Type(s):
MO&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
MA-p�p-hication with correct/original signatures ®Deed
0 p or LLC: Sig. Auth. per SoS or letter ❑Email Address:
F7135-05 (within 6mo) L-1�1"�- F5i Email Address:
Design Engineer
Owner
❑Soils Report with SHWT Not Revf`
�dlculations (signed/sealed) eq f
No obvious errors
(Density includes common areas, etc
Deed Restrictions, if subdivided:
uSigned & Notarized
1-1 Correct Template (Comm/Res & HD/LD) or Dec Covenants & Rest
Plans
Sets
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc) ��-
MGrading
Wetlands: Delineated or No Wetlands
Vicinity Map
Layout (proposed BUA dimensions)
Legend
�DA Maps ®Project Boundaries
Infiltration
Wet Pond
offsite
Soils Report
Soils Report
F-1PE Cert for Master Lot #:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
�SHWT:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted
Proposed: Pronnsed: Prnnnsed-
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

/09

February 28,2018
Stormwater Secretary
N.C. Department of Environmental Quality
DEMLR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Permit Modification
Seaside United Methodist Church (SW8 910805)
Sunset Beach
Brunswick County
CSD Project No. 05-0047
To whom it may concern:
The enclosed permit modification package is for Seaside United Methodist Church, located on Hwy. 904 (Seaside Road
SW) in Brunswick County. Enclosed please find the following items:
— Two (2) copies of the Stormwater Drainage Area exhibit map
— Original and one (1) copy of the Stormwater Management Permit Modification Application Form
— One (1) original Infiltration Basin supplement form for Drainage Area 2
— One (1) copy of the revised Stormwater Calculations
— $505 application fee, check #8922
Please contact us if you have any questions or require any additional information. Thank you for your assistance.
Sincerely,
Mike Broyhill
MAR 0 1 2018
BY:
cc: Seaside United Methodist Church
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441 - www.csd-engineering.com — License # C-2710
CSED�o

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
a1
O.
'Applicable Rules: ❑ Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select till that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
'Phis fora: ntay be photocopied for use as an original
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.):
Seaside United Methodist Church
2. Location of Project (street address):
1300 Seaside Road SW
City:Sunset Beach County:Brunswick Zip:28468
3. Directions to project (from nearest major intersection):
From the intersection of Hwy 179 (Old Georgetown Rd SW) and Hwy 904 (Seaside Rd SW) proceed south on
Seaside Rd SW for approximately 0 6 miles Site is located on the right at the intersection of Seaside Rd SW
and Angels Club Dr SW
4. Latitude:33° 54' 24" N Longitude:78° 29' 24" W of the main entrance to the project.
It. PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modificationt
tReneumis With modifications also requires SWU-102 — Reneund Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 910805mod , its issue date (if known) 9-6-2005 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
DEMLR 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 ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VC h�://oortal.ncdenr.org/kveb/h/rules-and-regulations �+f�
� CEI NV E
I' MAR 0 2 2018
Form SWU-101 Version Oct. 31, 2013 Page I al'6 1i

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:Seaside United Methodist Church
Signing Official & Titleaack Casey, Chair of Board of Trustees
b.Contact information for person listed in item la above:
Street Address:1300 Seaside Road SW
City:Sunset Beach State:NC Zip:28468
Mailing Address (if applicable):
Phone: (910 ) 755-2480 Fax:
Email: 'ackc-,[e-mail]
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/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if applicable):
City: State:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Scott Wilson -Parsons
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State
Phone: ( ) Fax:
EiTiail:[e-mail]
4. Local jurisdiction for building permits: Brunswick County
Point of Contact: Phone #:
I MAR 0 2 202
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff will be treated by one wet basin and two infiltration basins.
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 PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: 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. Stormwaler runoff from this project drains to the Lumber River basin.
4. Total Property Area: 5.23 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
5.23 acres
Total project area shall be calculated to exclude the followinig: the normal `tool of im``7ounded structures, the area
between the banks c f st reamL`l s and rivers, the area below the oYmal High Water (NHW) line or Mean High Water
(Mtl W) 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 = 72.2 %
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stonuroater IMP. For low density and other projects, use I 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
Drainajze Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
Receiving Stream Name
Calabash River
Calabash River
Calabash River
Stream Class *
SA;HQW
SA;HQW
SA;HQW
Stream Index Number *
15-25-13
15-25-13
15-25-13
Total Drainage Area (sf)
8,996
58,167
121,000
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Proposed Impervious Area** (sf)
2,812
45,740
115,982
1% Impervious Area** (total)
31.5
78.6
95.6
Impervious*' Surface Area
Draina e Area _
Draina e Area _
Draina e Area _
Draina e Area
On -site Buildings/Lots (sf)
17,362
37,362
On -site Streets (sf)
On -site Parking (sf)
2,700
78,620
On -site Sidewalks (sf)
112
3,770
Other on -site (so
Future (sf)
24,608
Off -site (sf)
Existing 13UA*** (sf)
Total (sf):
2,812
45,740
115,982_
* Sheam Class and Index Number can be determined at: httu://uorhrhncdenr.orghvebLirl}I
** IrnKKremious area is defined as the built upon area including, but not limited to, buildings, r parkitg,�yr as
sid1walks, gravel areas, etc. MAK d — LUI�
Report only that amount of existing BUA that Will remain after development. Do no� keport any existing BU rat is
to be Woo)ved and Which Will be replaced by new BUA. 1 _—
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

Projects in Union County: Contact DEMLR Central Offcestaff to check if the project is located within a Threatened &
Endangered Species watershed that rna), be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
lyltY�l9g4:11M:12YWTI 2UZ0I21t5I;W 7di61
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
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). 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 docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.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
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. /. ;
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants 10r/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/pages/onestopexpress.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 NIA
receiving stream drains to class SA waters within''/2 mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). /119
8. Two sets of plans folded to 8.5' x 14" (sealed, signed, & dated), including: 1*16
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.
• 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.
I. 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. ff—^ irk ] o r7 P
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculatioris!" ay
o. Drainage areas delineated (included in the main set of plans, not as a separate) to n�
p. Vegetated buffers (where required). tl )1� r•r� u 2 2013
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6 r' It

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify N A
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5xl I" 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 DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: N�q
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC dVA
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A 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.
http://www.secretary.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 http://portal.ncdenr.org/web/Ir/state-stormwater-forms dots.
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 DEMLR, and that they will be recorded prior to the sale of any
lot.
Vlll. 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:Howard Resnik
Consulting Firm: CSD ENGINEERING
Mailing Address:PO BOX 4041
City:Wilmington State:NC Zip:28406
Phone: (910 ) 791-4441
Email: howard(cDcsd-enq ineerinq.com
Fax: (910 ) 791-1501
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 28) 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 1 a) 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.
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 defaultsAgnktlIq yW
lease agreement, or pending sale, responsibility for compliance with the DEMLR Storrmofehper`md•reverts,back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and ub'61:
}< MAR 0 Z ZU19
Forni SWU-101 Version Oct. 31, 2013 Page 5 of

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: X ate' Date:
v ����rr� n
I, l_//A�rlu)Q/'-(v (�4VUA L a Notary Public
,, IIIIfor
''''the
����State of `f'1 CA -WI (LAC00m
L
County of ilmQra lug do hereby certify that 1 - 14
personally appeared before me this � day of 1� u kdl tf , and acknowledge the
dWgxecution of the application for a stermwater permit. Witness my hand and official seal,
CAROLYN ETHERIDGE
Notary Public
Columbus Co., North Carolina
My Commission Expires Oct. 26, 2022
SEAL
My commission expires i CIJ'U o1(0 aU a 2
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) .7-4 f is rq S E Y
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 stormwater rules
ssjunder 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: A. d �2G Dale: 2--/8 A r
I, �li�t) nyI tC✓� cQcP —,a Notary Public for the State of 7`l b.ULLt CLu19(i
�1
—
County of Ll ,,. u o , do hereby certify that o a 5 eLq
personally appeared before me this '9 day of �r_ r rT .00!? , and acknowledge the
du execution of the application for a stormwater permit. Witness my hand and official seal,
CAROLYN ETHERIDGE r`
Notary Public �•1 "" j�
Columbus Co., North Carolina )!
My Commission Expires Oct. 28, 2022 t1 MAR 0 2 2013
i
Form S WU-101 Version Oel 31, 2013 Page 6 of 6 I'

c 3✓!Ji:rt:Y7 ~�. �•Y3s:.i i��,

EN
SEAL
My commission expires CC.%p, MA "° (a �)O �? -11,—
d i: Y
i` MAR 0 2 2W
BY: _ —
Form SWU-101 Version Oct. 31, 2013 Page 7 of

STORMWATER MANAGEMENT
CALCULATIONS
for
SEASIDE UNITED METHODIST CHURCH
PREPARED FOR
Seaside United Methodist Church
1300 Seaside Road SW
Sunset Beach, NC 28468
Prepared by:
CSD ENGINEERING
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License P C-2710
`�IIIVVIII((((/
p�•'4kESS(0 %4y
Qr SEAL 7 ; T
a 025483 r
%yG 4, I NE��g?��
Resnik, P.E.
ECEI V% E
MAR 0 12018 1

CSD
ENGINEERING
Storm Water Narrative
February 2018
PROJECT NAME: Seaside United Methodist Church (SW8 910805mod)
PROJECT DESCRIPTION: This submittal is for a modification to an existing stormwater permit to install a sidewalk and
concrete pad. This additional impervious area will be subtracted out of the future allocation that is permitted for the
existing infiltration basin (#2) to which it will be draining. The drainage area will be slightly increased due to the location
of the proposed pad crossing over the existing drainage area line. We've revised the calculations to show the increase in
overall area and the decrease in the future allocation.
PROJECT BMP: Existing Infiltration Basin
STORMWATER ENGINEER/CONSULTANT: CSD-Engineering
PO Box 4041
Wilmington, NC 28406
Rodney Wright
rodney(@csd-engineering.com
910 7914441 office
910 791 1501 fax
eCE1'VZ
MAR 0 12018
BY:- '
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License N C-2710 CSD
wJ ENtlNEERINO

INFILTRATION BASIN 2
1-1/2" VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE
area to basin = 56,167 sf
1.34 acres
buildings = 17,362 sf
0.40 acres
asphalt paved area = - sf
- acres
concrete sidewalk = 3,770 sf
0.09 acres
future impervious = 24,608 sf
0.56 acres
total imp. surface = 45,740 sf
1.05 acres
' percent imp. = 78.6
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 78.6 percent impervious
Rv = ? (runoff coefficient, inches per inch)
Rv= 0.05 + 0.009 (1)
Rv = 0.76 in/in
DETERMINE VOLUME
design storm = 1.5 inch
Rv= 0.76 in(n
drainage area = 1.34 acres
volume = ?
volume = (design storm)(Rv)(drainage area)
volume = 0.1 acre-ft
volume = 5,509 cf of required storage volume
INFILTRATION BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION AREA VOLUME STORAGE
(it) (at) (cf) (cf)
26.5
5339
-
26.6
5536
544
544
26.7
5735
564
1,107
26.8
5936
584
1,691
26.9
6139
604
2,295
27
6,343
624
2,919
27.1
6,548
645
3,563
27.2
6,755
665
4,228
27.3
6,964
686
4,914
27.4
7,174
707
5,621
27.5
7,386
728
6,349
27.6
7,599
749
7,099
27.7
7,814
771
7,869
27.8
8,030
792
7,869
27.9
8,248
814
8,661
28
8,468
836
10,311
1-1/2' storage volume provided = 5,621 cf

STAGE - DISCHARGE TABLE:
infiltration rate (cfs) = 0.00
primary outlet elevation =
27.4
crest length of spillway (ft) = 10.0
elevation of spillway =
27.6
ELEVATION INFILTRATION
OUTLET SPILLWAY
TOTAL
(ft) (cfs)
(cfs) (cfs)
(cfs)
26.5
26.6
1.48
- -
1.48
26.7
1.48
- -
1.48
26.8
1.48
- -
1.48
26.9
1.48
- -
1.48
27
1.48
- -
1.48
27.1
1.48
- -
1.48
27.2
1.48
- -
1.48
27.3
1.48
- -
1.48
27.4
1.48
- -
1.48
27.5
1.48
0.14 -
1.63
27.6
1.48
0.40 -
1.89
27.7
1.48
0.74 2.62
4.84
27.8
1.48
1.14 7.41
10.03
27.9
1.48
1.59 13.61
16.68
28
1.48
2.09 20.95
24.52
lip3T,TI 11161/IT i III dd ;$
linear infiltration rate =
12 in/hr
=
0.000278 fl/sec
basin bottom area =
5,339 sf (natural ground)
3-d infiltration rate =
1.48 cf/sec
drawdown time =
61.9 minutes
or
1.0 hours
or
0.0 days
=Y44:1101.11111ti.F-.1]:lle\"
hydraulic length = 350 It
average slope = 0.7
CURVE NUMBER DETERMINATION:
soils are Mu (Hydrologic Soil Group D, CN = 80)
composite CN...
(98 x 42,727 + 60 x 16,275) / 59,002 = 93.0
use CN = 93

North Carolina Secretary of State Search Results
Page 1 of 1
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
Non -Profit Corporation
Legal Name
Seaside United Methodist Church, Inc.
Information
Sosld: 0307616
Status: Current -Active
Annual Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 6/5/1992
Registered Agent: Farrington, Donald H
Addresses
Reg Office Reg Mailing
1300 Seaside Road Sw 1300 Seaside Road Sw
Sunset Beach, NC 28468 Sunset Beach, NC 28468
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 3/1/2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 1, 2009
Teddy Russell, Chairperson - Building Committee
Seaside United Methodist Church
1600 Seaside Road, SW
Sunset Beach, NC 28468
Subject: REQUEST FOR A MODIFIED STORMWATER MANAGEMENT PERMIT
APPLICATION
Seaside United Methodist Church
Stormwater Project No. SW8 910805
Brunswick County
Dear Mr. Russell:
On November 3, 2009, the Wilmington Regional Office received as -built drawings and
revised calculations along with the Designer's Certification for the subject project, which
was issued a modified permit on September 8, 2005. The calculations for Infiltration
Basin #2 indicate that 360 square feet of additional built -upon area has been
constructed. Per Section 11.10 of your permit, a permit modification is required whenever
additional built -upon area is proposed to be constructed that was not accounted for in
the original application and permit.
Please submit a modified Stormwater Management Permit Application Package
including 2 sets of plans, completed application form, fee, and supporting
documentation, to this Office no later than January 1, 2010. Failure to respond to this
request may result in the initiation of enforcement action, and construction may
experience a subsequent delay. It appears that the infiltration systems have been
constructed larger than designed, and can hold the additional volume without being
enlarged, so the modification can be reviewed under the rules in effect in Brunswick
County in September, 2005, which was the 1995 version of NCAC 2H.1000.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control
Plan approval letter must NOT be considered the Coastal Stormwater Management
Permit, which will be signed by the Water Quality Supervisor. Please reference the
Project Number above on all correspondence. If you have any questions, please call
me at (910)-796-7215.
Sincerely, pp
Linda Lewis
Environmental Engineer III
GDS/arl: S:\WQS\STORMWATER\STORMSUB\2OO9\91O8O5.decO9
cc: Brunswick County Building Inspections
Howard Resnik, P.E., Coastal Site Design
Wilmington Regional Office File
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 1�rOne 1., 1
Phone: [phone] FAX: [phone] \ Customer Service: 1.877.623-6748 1 V ortl l Carol l lid
Internet: www.ncwaterquality.org Naturally
An Equal Opportunity 1 Affirmative Action Employer

Lewis,Linda
From: Lewis, Linda
Sent: Wednesday, December 02, 2009 3:39 PM
To: '[e-mail]'
Subject: RE: Seaside United Methodist Church
Howard:
You're confusing me! @ You are the one who submitted the "as -built" calculations saying there was 2,508 sf of
sidewalk. Now you're saying that isn't right, you really only have 2,148, as permitted. Is that correct? If that's
correct then please correct the as -built calculations and resubmit them.
Thanks,
Linda
Please note my new email address is Linda.Lewis@ncdenr.00v
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may
be disclosed to third parties.
From: Howard Resnik (mailto:[e-mail])
Sent: Wednesday, December 02, 2009 1:59 PM
To: Linda Lewis (Linda Lewis)
Cc: Ted Russell; Jeremy Martin
Subject: Seaside United Methodist Church
Linda,
I'm in receipt of your 12/1/2009 correspondence concerning the additional 360 SF shown on the asbuilt calculations. As
far as I can tell after researching my files, this appears to be a typo (2,508 SF of sidewalk for Basin 2, should have been
2,148 SF) , which was originally a typo on the spreadsheet portion of the design calcs. This number was reflected
correctly (2,148 SF) on the original design plans submitted with the original permit modification back in 2005. The calcs
were the only areas which show this typo.
Additionally, this additional impervious surface does not exist onsite. Can we just submit revised design and asbuilt
calculations to resolve this ... or can you cross through those numbers in both those places and write in the 2,148?
Just let me know. Thanks.
Howard Resnik, PE, LEED® AP
Coastal Site Design, PC
3805 Cherry Avenue
Wilmington, NC 28403
910 791 4441 office
910 791 1501 fax
www.coastalsitedesign.com

It is the professional opinion of Coastal Site Design, PC that this electronic information provides design information current as of the date of its release. It
is the responsibility of the receiver of this document to examine it and determine whether it is the information requested. In the deliverance of this file we
make no promise as to the usability or compatibility of this file. This file shall not be considered a certified document.

COASTAL SITE DESIGN, PC
Wilmington, NC 26406
Phone: [phone]
Fax: [phone]
November 2nd, 2009
Linda Lewis
Environmental Engineer
N.C. Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pond As -Built Certification
Seaside United Methodist Church SW8 910805
Sunset Beach
Brunswick County
CSD Project No. 05-0047
Dear Mrs. Lewis:
NOV 0 3 2009
Enclosed please find the following items for the referenced project, per your request:
- original and one (1) copy of the Stormwater Pond As -Built Drawings
- one (1) copy of the Stormwater Calculations As -Built
- one (1) original Designer's Certification signed by Howard Resnik, P.E.
We hope that this additional information will be sufficient for approval. Please call if you require any additional
information.
Very truly yours,
Jeremy Martin
Encl.: As noted above
cc: Ted Russell