SW8960903_HISTORICAL FILE_20160829

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Q�I�pOgO�J
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�Jl(OUg�id%
YYYYMMDD

PAT McCRORY
Governor
iL" v ik fi �i i�ty�. 93
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
August 29, 2016
Director of Property & Construction
Catholic Diocese of Raleigh
7200 Stonehenge Dr.
Raleigh, NC 27613
Subject: Renewal Request
State Stormwater Management Permit No. SWS 960903
Immaculate Conception Church
New Hanover County
Dear Director of Property & Construction:
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older Stormwater permits issued prior to August 1, 2013 until they are
modified, transferred,'or renewed. Please note that this letter references DEMLR as the Division
responsible for issuance of the permit.
State Stormwater Management Permit #SW8 960903 for the subject project was last issued on August 9,
2002 to the Catholic Diocese of Raleigh and expired on August 9, 2016. Per 15A NCAC 2H.1003(h) (the
Stormwater rules), applications for permit renewals shall be submitted 180 days prior to the expiration of
a permit and must be accompanied by a processing fee, which is currently set at $505.00. Please
complete and submit a renewal application prior to September 30, 2016. The renewal application can be
found at the f611owing website under the Applications Forms section:
litt s://de .nc.4,o\'/about/divisioiislener.Tv-mineral-land-resourcesleneM-iiiiiieral-land-
pern�itslstorlrt��afer-pt I,n�its/loans. Please note that if they have not already been submitted to the
Division, the permit renewal request must be accompanied by the required Designer's Certification and
the recorded documents (if applicable).
Please be advised that until you submit the required Name/Ownership Change Form to the Division and
receive approval from the Division to transfer the permit, you are required to comply with the terms,
conditions and limitations of the Stormwater Management Permit under Title 15A North Carolina
Administrative Code 2H .1003 and North Carolina General Statute 143-214.7. This includes providing
the necessary operation and maintenance of the permitted stormwater system. The Name/Ownership
Change Forms are available on our website at: https:l_ /.nc. Gov/about�di� isions/energy-nZit>era!-IaI�dT
resources/e!�mineral-laltd-perm its/storm�v,ater-permits/fol-ms.
State of North Carolina I Environmentai Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington NC 28405
910 796 7215

date JTormwater YCnri11 NO. J W tS 90U9UJ
Page 2 of 2
The operation of the stormwater treatment system without a valid and active permit, and/or failure to
provide the Designer's Certification and/or failure to operate and maintain the stormwater treatment
system, are violations of NCGS 143 Article 21 and may result in appropriate enforcement action. If you
have any questions regarding this matter, please contact Christine Hall at [phone] or
[e-mail].
Sincerely,
`J c-1
Tracy Davis, P.E. Director
Division of Energy, Mineral and Land Resources
GDS/canh: %StormwaterTermits & Projects\]996\960903 HD12016 08 req ren 960903
cc: Wilmington Regional Office File
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extenston I Wilmington, NC 28405
910 796 726

State'Stormwater Management Systems
Permit No. SW8 960903
Immaculate Conception Catholic Church
Stormwater Permit No. SW8 960903
New Hanover Count
Designer's Certification
V7 0-
as duly registered SMtti!'1fr
in the State of North Carolina, 6ving been authorized to observe periodical) eekly/full
time) the construction of the project,
W M . , M
(Project)
For U(Project Owner) hereby
state that, to the best of my abilities, Ee care and diligence wasused 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.specifications:
r
SEAL.
CR
Signature"
SEAL
Registration Number 4 0.31591
Date

01-31-'14 12:41-FR4N-
T--487 P000810008 F1856
Permit rho. M
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 pro4ect is graded such that the runoff
drains to the system.
✓ 4_ All roof drains are tocated such that the runoff is directed into the system.
✓ 5. The outlet structure elevations are per the approved plan.
✓ S. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. Ail slopes are grassed wish permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
✓ 10. The inlets are located per the approved plans and do ncA cause short-circuiting
of the system.
11. The permitted arnourds of surface area and/or volume have been provided.
✓ 12. Required drawdown devices are correctly sized arrd krarted per the approved
plans.
13. All required design.depths are provided.
✓ 14. Alt required parts of the system are provided, such as a vegetated shelf, and a
forebay. `
✓ 15. The required systarn dimensions are provided per the approved plans.
18_ Al components of the stormwater BMP are located.in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Lounty Building Inspections
Page 7 of 7

Robert Balland
From: Pusey, Steven <[e-mail]>
Sent: Tuesday, December 16, 2014 318 PM
To: Robert Balland
Subject: immaculate Conception Church - Wilmington Wet Detention Pond
Attachments: 20141216_140637 jpg; 20141216_133811 jpg
Rob,
Today I met with Charles Davolio at the subject Catholic church off Carolina Beach Road. We inspected the stormwater
system and found it to be basically compliant. The only comment that I have is that some additional maintenance needs
to be done to repair a sink hole on the forebay bank near the berm. The grass seed had germinated and grass appears
to be off to a good start. Please reference the attached photos.
The only other requirement is the submittal of your engineer's certification. Please provide this as soon as possible so
that we can declare the system in compliance with the permit.
Thanks,
Steve
Ste veftg. 'Pwey
Environmental Engineer
NCDENR - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone] J Fax [phone]
htt ortal.ncdenr.or web Ir stormwater
410 Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

r �OF "vJ Michael F. Easley, Governor
0 William C. Ross, Jr., Secretary
North Carolina Department of Environment and Nlatural Resources
Alan W. Klimek, P.E., Director
O Division of Water Quality
Wilmington Regional Office
August 9. 2002
F. Joseph Gossman; Bishop
Diocese of Raleigh
71; Nlazareth Steeet
Raleigh, INTC 27606-21S7
Subject: Permit\o.SWS 9609031\4odiftcation
Immaculate Conception Catholic Church
High Density Stormwater Project
New Hanovr r County
Dear Bishop Gossman:
The Wilmington Regional Office received a complete modification to the Stormwater
Management Permit for Immaculate Conception Catholic Church on June 24, 2002. Staff review
of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 960903 Modification dated.August 9, 2002, for the construction of Immaculate Conception
Catholic Church.
This permit shall be effective from the"date of issuance until August 9, 2012, and shall be subject
to the conditions and limitations as specified therein. Please pay special -attention to the
Operation and Maintenance requifements in this permit. Failure to establish an adequatesystem
for operation and maintenance of the stormwater management system ,will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicaton� hearing upon written,request within,. thirty (30) dais followiltg
receipt of this permit. This request must be in the form of a writtewpedtion. conforming to
Chapter'15013 of the North Carolina General Statutes, and filed .Nith,the. Ofnce, of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding. 1
If you have any questions, or need additional information concerning this matter, please contact
Linda Lewis. or me at [phone].
Sincereiv.
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQSISTORiiIV1'AT1PirRA-LT196090"a.AUG
cc: Mark Hartrrove, P.E.
Immaculate Conception Church
Tone Roberts; New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Re,=inal Office
Chitral Files
r.t�p�h
N,C. Oitision of Wate. Quality 127 Carcinal Drive Extension V:fiiminc;on, W-C. 2B405 (2 0) 295-3S00 Fax [phone]-= Customer Service
800-623-7748

Pusey, Steven
From: Pusey, Steven
Sent: Tuesday, December 16, 2014 3:17 PM
To: Balland, Robert
Subject: Immaculate Conception Church - Wilmington Wet Detention Pond
Attachments: 20141216_140637.jpg; 20141216_133811.jpg
Rob,
Today I met with Charles Davolio at the subject Catholic church off Carolina Beach Road. We inspected the stormwater
system and found it to be basically compliant. The only comment that I have is that some additional maintenance needs
to be done to repair a sink hole on the forebay bank near the berm. The grass seed had germinated and grass appears
to be off to a good start. Please reference the attached photos.
The only other requirement is the submittal of your engineer's certification. Please provide this as soon as possible so
that we can declare the system in compliance with the permit.
Thanks,
Steve
Steven Jf . �us�r,
Environmental Engineer
NCDENR - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone] / Fax [phone]
http://Portal.ncdenr.orgl eb/irlstormwater
Before printing this email, please consider your budget and the environment
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

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Pusey, Steven
From: Pusey, Steven
Sent'. Friday, October 24, 2014 9:53 AM
To: Art Wesche ([e-mail]); [e-mail]
Cc: Balland, Robert
Subject: immaculate Conception Church - Wilmington
Importance: High
Art,
I hope you are doing well. it seems like this project has been dragging on for some time now. The original file review
was conducted on March 20, 2014. According to the engineer, the changes required are minor in nature. Please
provide an update.
We would appreciate your help in getting things repaired in the next thirty (30) days so that the engineer can certify the
stormwater system.
Regards,
Steve
Steven JC. �NlEsf
Environmental Engineer
NCDENR - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone] / Fax [phone]
http://portal.ncdenr.ore web Irlstormwater
� Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

Pusey, Steven
From: Pusey, Steven
Sent: Tuesday, September 23, 2014 11:30 AM
To: 'Robert Balland'
Cc: Art Wesche ([e-mail]); [e-mail]
Subject: RE: Immaculate Conception Church - SW8 960903
Rob,
I need an update on this project. Can you advise when you will be able to get it certified?
Thanks,
Steve Pusey
DEMLR
From: Robert Balland [mailto:[e-mail]]
Sent: Friday, July 18, 201411.03 AM
To: Pusey, Steven
Cc: Art Wesche (Art.Wesche0raldioc.org); cdavolio@iccwilm.o[
Subject: RE: Immaculate Conception Church - SW8 960903
Steven,
We have had a difficult time getting contractors to bid on the project since the fixes are very minor in nature. We did
receive a bid last week and the owners are currently reviewing. I will let you know once the work is completed. The
issues are minor erosion on the forebay berm, low flow orifice needs to be turned down, and top of bank on small area
needs to be raised.
Thanks,
Rob
From: Pusey, Steven[mailtg:steven,[e-mail]]
Sent: Thursday, July 17, 2014 9:05 AM
To: Robert Balland
Subject: RE: Immaculate Conception Church - SW8 960903
Importance: High
Rob,
It's been a while now so I am checking up on Immaculate Conception Church. What's the current status? What kind of
issues are they having?
Thanks,
Steve
From: Robert Balland [mailto:rballand 0)paramounte-eng.com]
Sent: Tuesday, May 20, 2014 7:55 PM
To: Pusey, Steven
Subject: Re: Immaculate Conception Church - SWA 960903

Pusey, Steven
From: Robert Balland <[e-mail]>
Sent: Friday, July 18, 2014 11:03 AM
To: Pusey, Steven
Cc: Art Wesche ([e-mail]); [e-mail]
Subject: RE: Immaculate Conception Church - SW8 960903
Steven,
We have had a difficult time getting contractors to bid on the project since the fixes are very minor in nature. We did
receive a bid last week and the owners are currently reviewing. I will let you know once the work is completed. The
issues are minor erosion on the forebay berm, low flow orifice needs to be turned down, and top of bank on small area
needs to be raised.
Thanks,
Rob
From: Pusey, Steven [mailto:steven.pusey(&ncdenr.gov]
Sent: Thursday, July 17, 2014 9:05 AM
To: Robert Balland
Subject: RE: Immaculate Conception Church - SW8 960903
Importance: High
Rob,
It's been a while now so I am checking up on Immaculate Conception Church. What's the current status? What kind of
issues are they having?
Thanks,
Steve
From: Robert Balland [mailto:rballand (a)paramounte-eng.com]
Sent: Tuesday, May 20, 2014 7:55 PM
To: Pusey, Steven
Subject: Re: Immaculate Conception Church - SW8 960903
Steve,
We have identified some minor deficiencies during our review and the owner is requesting pricing to have the
deficiencies corrected. I will update you once the issues are corrected.
Thanks,
Rob
Sent from my Phone
On May 15, 2014, at 9:37 AM, "Pusey, Steven" <[e-mail]> wrote:

Robert,
Just checking the status on this project for the Catholic Church. From the previous correspondence, I
know your first task was to survey the property. Can you provide a schedule for completion?
Let me know if you have any questions.
Thanks,
Steve
Steven g. f Pf5e-�
Environmental Engineer
NCDENR - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Ph [phone] / Fax [phone]
http://portal.ncdenr.org/web/Ir/stormwater
<image001.jpg> Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address maybe subject to the North Carolina public Records Law and maybe disclosed
to third parties.

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION six11
TIME/DATE
NAME_ L L- c
REPRESENTING
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving without an
appointment may view the riles to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of flies that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may he made by check, money order, or cash at the
reception desk. Copies totaling $5.00 or more can be invoiced for your „convenience.
FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases, large totes, etc, are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME COUNTY
l . Silk N
2.
3.
Signature and Name of Firm/Business Date
Please attach a business card to this form
COPIES MADE ;$- PAID
S:Admin.file access
R. ()
Time In
IRTU1[00
!i%, %-'t s
Time Out

Pusey, Steven
From: Art Wesche <[e-mail]>
Sent: Monday, March 31, 2014 11:28 AM
To: Pusey, Steven
Subject: FW:
Attachments: Immaculate Conception Church Survey 033114.pdf
Steve
Please see the attached from Rob Balland, Paramounte Engineering, regarding our Plan of Action for Immaculate
Conception Catholic Church, Carolina Beach ... we plan to execute this agreement this week. Please let me know if you
have questions or need additional information.
Thanks for your help, Art Wesche
-----Original Message -----
From: Robert Balland [mailto:[e-mail]]
Sent: Monday, March 31, 2014 9:56 AM
To: Art Wesche
Subject: RE: Scanned from a Xerox multifunction device Copy Room Center on 3rd Floor
Art,
Good morning. Please find attached our proposal for completing an existing conditions survey and engineers
certification of the stormwater pond located at the Immaculate Conception Church on Carolina Beach Road in
Wilmington, NC. Please let me know if you have any questions regarding the attached documents. If you are in
agreement and would like to engage our services, please sign and return the attached contract for services.
We appreciate the opportunity.
Regards,
Rob
Robert P. Balland, P.E., LEED AP
PARAMOUNTE ENGINEERING, INC.
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
910-791-6707 (P)
910-791-6760 (F)
910-619-1186 (M)
2533 Raeford Road, Unit A
Fayetteville, NC 28305
910-263-8092 (P)
rballand(@aaramounte-ene.com
www.paramounte-eng.com

SERVICES AGREEMENT
This SERVICES AGREEMENT for Immaculate Conception Church by and between Catholic
Diocese of Raleich hereinafter called the CLIENT, and Paramounte Engineering, Inc., hereinafter called
the CONSULTANT;
For good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged by the parties, the parties hereto do mutually agreeas follows:
1. Employment of CONSULTANT. The CLIENT hereby engages the CONSULTANT and
the CONSULTANT hereby agrees to perform, or cause to be performed, the professional services
hereinafter set forth relating to the "Immaculate Conception Church" (the "Project").
2. Scope of Services. The CONSULTANT shall perform, in a professional manner as
contemplated herein, the services set forth in Attachment A, Scope of Services, which attachment is
incorporated herein. Engineer and its consultants may use or rely upon the design services of others,
including, but not limited to, contractors, manufacturers, and suppliers.
3. Additional Services. The CONSULTANT shall provide additional services, not
specifically called for in Attachment A, Scope of Services, upon request or authorization of the CLIENT,
on the terms and conditions set forth herein.
4. Time of Performance. The CONSULTANT will commence work on or as soon as
practicable after the date of execution of this Agreement by all parties and receipt of a written "Notice to
Proceed". Ali work as set forth in the Scope of Services shall be completed in accordance with the
CLIENT'S schedule: (i) the timely submission of all required data and the scheduling of all meetings and
reviews- by the CLIENT; (ii) no other impacts or delays caused by third parties; including the contractor(s)
or its subcontractors; or (iii) other delays beyond CONSULTANT'S control.
If the CLIENT requests modifications to the Scope of Services of the project, the time of
performance of the CONSULTANT skull be adjusted appropriately. Likewise, should the CONSULTANT'S
services extend past the completion date above, for reasons which are not solely the fault of the
CONSULTANT, the CONSULTANT'S compensation shall be adjusted accordingly in an amount equal to
the cumulative hours charged for the services by each class of the Consultant's employees times
standard hourly rates for each applicable billing class; plus reimbursable expenses.
CONSULTANT'S services under this Agreement, and each phase of services, if the Scope of
Services is so divided, shall be considered complete at the earlier of (1) the date when the submissions
for that phase have been accepted by the CLIENT, or (2) thirty days after the date when such
submissions are delivered to the CLIENT.
5. Compensation. The CONSULTANT agrees to perform the services provided for in the
Scope of Services, and the CLIENT agrees to timely compensate the CONSULTANT for such services as
set forth in Attachment B, Basis of Compensation, which attachment is incorporated herein.
Compensation for additional services shall also�be as forth in Attachment B, Basis of Compensation.
Payment by the CLIENT to the CONSULTANT shall be due and payable on the 25th d?X of the
month following the date of the invoice. Payments not received by the CONSULTANT by said 30 day of
the month following. the date of the invoice shall be overdue. A service charge of one and one-half (1%)
percent per month shall be added to all overdue amounts. CLIENT agrees to pay CONSULTANT'S cost
of collection of all amounts due and unpaid after sixty (60) days including court costs and reasonable
attorney fees. CONSULTANT shall not be bound by any provision wherein CONSULTANT waives any
rights to a..mechanic's lien, or any provision implying payment to CONSULTANT is contingent upon
payment to CLIENT by a third party. A failure by CLIENT to pay CONSULTANT on a timely basis shall
entitle CONSULTANT at its election,' to stop work on the Project until such time as payment has been

made, and upon seven days' notice and CLIENT'S failure to pay all amounts then due, to terminate this
Agreement.
6. Personnel. The CONSULTANT represents that he has, or will secure at his own
expense, all personnel required to perform the services under this Agreement and that such personnel
will be fully qualified to perform such services.
7. Responsibilities of the CLIENT. It is agreed that the CLIENT will have the following
responsibilities under this Agreement:
- a) The timely provision of all available information, data, reports, records, and maps
to which the CLIENT has access and which are needed by the CONSULTANT for the
performance of the services provided for herein.
b) Providing assistance and cooperation for the CONSULTANT in obtaining any
other needed material which the CLIENT does not have in its possession.
c) Making available the services of the CLIENT as may be necessary to obtain
information as needed to perform the work program set forth in the Scope of Services.
d) The designation of a single representative who will be authorized to make
necessary decisions required on behalf of the CLIENT and will serve to provide the necessary
direction and coordination for the project.
e) Bear all costs for permitting and advertising for the project.
f) Provide access to all affected private property for CONSULTANT to perform all
necessary surveying, engineering and inspections.
All such CLIENT responsibilities shall be conducted in a timely manner and without undue delay
so as not to delay the CONSULTANT in the performance of his services.
8. Ownership of Materials. All design documents prepared or furnished :by CONSULTANT
are instruments of service for use solely with respect to the work, and CONSULTANT shall be deemed
the owner and author of the instruments of service and shall retain all common law, statutory and other
reserved rights, including but not limited to copyrights and rights of reuse, until such time as the work is
completed and final payment.to CONSULTANT has been made. It is agreed that upon receipt of final
payment, all final documents, studies, surveys, drawings, maps, models, photographs and reports
prepared by the CONSULTANT under this Agreement shall be considered the property of the CLIENT;
provided, however, that CONSULTANT shall retain such copies thereof as it desires; and provided further
that the instruments of service shall not be used by the CLIENT for future additions or alterations to the
Project or for any other projects, without the express, prior written consent of CONSULTANT and with
compensation to CONSULTANT. Any unauthorized use of the instruments of service shall be at the
CLIENT's sole risk and without liability to the CONSULTANT. CLIENT agrees to indemnify and hold
CONSULTANT harmless from and against any claims or liability, including attorneys' fees resulting from
any claim against CONSULTANT by any third party arising out of CLIENT'S use of the documents
referred to herein, for any purpose other than the completion of the Project.
9. Delays Beyond the Control of the CONSULTANT. It is agreed that events which are
beyond the control of the CONSULTANT may occur which may delay the performance of the Scope of
Services. In the event that the performance of the Scope of Services by the CONSULTANT is delayed
beyond its control, the CONSULTANT shall notify the CLIENT in writing of such delay and the reasons
therefore, and the CLIENT shall extend the time of performance appropriately.
10. Chancres. The CLIENT or the CONSULTANT may, from time to time, request
modifications or changes in the Scope of Services. Such changes, including any increase or decrease in
2

the amount of the CONSULTANT's compensation, which are mutually agreed upon by and between the
CLIENT and the CONSULTANT, shall be incorporated in written amendments.
11. Termination of Contract. This Contract may be terminated by either the CLIENT or the
CONSULTANT with 7 calendar days prior written notice. The CONSULTANT shall be entitled to receive
compensation for work accomplished and for reimbursable expenses incurred prior to termination.
12. Assignability/Successors, Assigns, and Beneficiaries. This Contract shall not be
assigned or transferred by either the CONSULTANT or the CLIENT without the prior written consent of
the other. Notwithstanding the foregoing, however, the CONSULTANT shall not be prohibited from
contracting with qualified sub -consultants or from assigning to a bank, trust company, or other financial
institution any claims for compensation due, or to become due, without such prior written consent. Unless
specifically stated to the contrary in any written consent to an assignment, no assignment will release or
discharge the assignor from any duty or responsibility under this Agreement.
CLIENT and the CONSULTANT each is hereby bound and the partners, successors, executors,
administrators, and legal representatives of CLIENT and the CONSULTANT are hereby bound to the
other party to this Agreement and to the partners, successors, executors, administrators, and legal
representatives (and said assigns) of such other party, in respect of all covenants, agreements, and
obligations of this Agreement.
13. Liability and Standard of Care. CONSULTANT shall perform services for client in
professional manner, using that degree of care and skill ordinarily exercised by consultants practicing in
the same or similar locality as the project. CONSULTANT'S liability to CLIENT for any damages arising in
any way out of performance or breach of this contract, is limited to the total fees paid by client or fifty
thousand dollars ($50,000) whichever is less. In no event shall either CLIENT or CONSULTANT be
entitled to consequential damages.
CLIENT acknowledges that the CONSULTANT is a Corporation and agrees that any claim made
by the CLIENT arising out of any act or omission of any director, officer or employee of the
CONSULTANT in the execution or performance of this agreement shall be made against the
CONSULTANT and not against such director, officer, or employee, and CLIENT waives any claim against
all of CONSULTANT'S directors, shareholders, officers and employees.
14. Miscellaneous.
a) This Agreement (together with any expressly incorporated appendix), constitutes the
entire agreement between CLIENT and the CONSULTANT and supersedes all prior written or
oral understandings. This Agreement may only be amended, supplemented, modified, or
canceled by a duly executed.written instrument.
b) The representations, warranties, covenants and agreements contained in this
Agreement are for the sole benefit of the parties hereto, and they will not be construed as
conferring any rights on any other persons
c) This Agreement is to be governed by the law of the state in which the Project is
located.
d) All persons signing this Agreement represent that they have full authority and
representative capacity to execute this Agreement in the capacities indicated below, and that this
Agreement constitutes.the valid and binding obligations of the parties.
e) This Agreement is binding on and enforceable by and against the parties, their
successors, legal representatives, and assigns

IN WITNESS WHEREOF, the CONSULTANT and the CLIENT have executed this Contract as of
the date written below and under the laws of the State of North Carolina.
CLIENT:
CATHOLIC DIOCESE OF RALEIGH
By:
Title:
Date:
Witness:
Title:
CONSULTANT:
PARAMOUNTE ENGINEERING, INC.
By: ?�2 �
Title:
Date: 1
Witnes '
Title: 1'R-esiaAAa—

1TE
E N G 1 N E E R 1 N G,
Attachment "A"
Scope of Services
March 31, 2014
Mr. Art Wesche
Catholic Diocese of Raleigh
7200 Stonehenge Drive
Raleigh, NC 27613
RE: Proposal for Surveying & Engineering Services
Immaculate Conception Church
6650 Carolina Beach Road
New Hanover County, NC
Dear 1t1x. Wesche:
Paramounte Engineering, Inc. (PET) is pleased to submit this proposal to the Catholic Diocese
of Raleigh .(CLIENT) for professional surveying and engineering services for the existing
stormwater pond located at 6650 Carolina Beach Road and is part of the Immaculate
Conception Church in Wilmington, NC. This proposal includes a topographic survey of the
existing pond and its outlet structures and a review of the design parameters compared to the
existing conditions. If the pond meets the minimum design criteria stated in the State
stormwater pernvt (SW8 960903), then PEI will certify, the pond in accordance with the
requirements of the permit.
Scope of Services
PEI proposes the following professional surveying and engineering services associated with the
above referenced project for a lump sum fee of Two Thousand Dive Hundred and 00/100
Dollars ($2,500.00). The proposed lump sum fee is based on completing an existing conditions
survey of -the existing stormwater pond and revievping the initial design documents to determine
if it was constructed in accordance with the approved stormwater permit. The following tasks
shall be completed under this proposal:
Task 1— Topographic Survey:
PEI will perform the field work necessary to complete a topographic survey of the existing
stormwater pond located at 6650 Carolina Beach Road and further identified by New Hanover
County parcel number: R08200-001-033-000. The survey will be tied to the North Carolina
State Plane Coordinate Grid (NAD83-2007) and the elevation of the contours will be tied to the
NAVD 88 vertical datum. A base reap will be prepared to show the contours and outlet
structures of the existing stormwater pond. $1,500
Task 2 — Engineers Certification:
PEI will request to review the approved stormwater permit with NCDENR to obtain the
approved design documents for comparison to the existing conditions survey. Once task 1 is
5911 OLEANDER DRIVE, sUITE.201 2533 RAEFORD ROAD, UNIT -A
WILMINGTON, NC 28403 FAYETTEVILLE, NC 28305
PH: [phone] PH: [phone]
FAX: (910) 791 - 6760 FI :; , u;r3 r r:'.'' FAX: [phone]

Immaculate Conception Catholic Church
6650 Carolina Beach Road
March 31, 2014
completed and the base map is prepared, PEI will review the topographic surrey and determine
if there are any deficiencies with the stormwater pond as constructed compared to the design
documents. If there are no deficiencies, then PEI will certify to NCDENR that the pond was
constructed in accordance with the approved permit. However, if there are deficiencies, then the
CLIENT will need to address the deficiencies before PEI can cerdi , the stormwater pond.
Depending on the degree of deficiencies, additional fees may apply for additional re-6eur. $1,000
Additional services and fees not included u1 this scope can be prov6ded.at your written request
based on our standard hourly rates. These sen-ices may include, but are not limited to:
Additional Surve%ing, if revisions to the pond are required
Construction Stake -out, if revisions to the pond are required
Included on each month's invoice will be expenses such as reproduction, shipping, postage, and
permit fees.
If you are in agreement with .the Proposed scope and fee, please indicate by signing the attached
Contract for Services and returning one copy to us for our files. We appreciate the opporrunity
and loot; forward to working with you on this project.
Sincerely,
PARAMOUNTE ENGINEERING, INC.
Robert P. Bailand, P.E., LEED AP
President
5911 OLEANDER DRIVE, SUITE 201
'WILMINGTON, NC 28403
Pit: (910).791-6707 , -
FAX: (910) 791:,—.6760
2533 RAEFORD ROAD, UNIT — A
FAYETTEVILLE, NC 28305
PH: [phone]
FAX:![phone]

ATTACHMENT B
BASIS OF COMPENSATION
(Lump Sum Fee)
Basic Services: The OWNER shall pay the CONSULTANT for services set forth in
Attachment A, Scope of Services, a Lump Sum Fee of Two Thousand Five Hundred and
00/100 Dollars 2 500.00).
A percentage of the Lump Sum Fee will be billed on the last day of each month. The
percentage billed will be the percentage of work estimated to be complete as of the day of
billing.
Additional Services. The OWNER shall pay the CONSULTANT for additional services, which
are not specifically called for in Attachment A, Scope of Services, in accordance with the
CONSULTANT'S standard rates.
B-1 .,.

4.A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 1, 2011
Michael F. Burbidge, Bishop
Diocese of Raleigh
715 Nazareth Street
Raleigh, NC 27606
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 960903
Immaculate Conception Catholic Church -Wilmington
New Hanover County
Dear Bishop Burbidge:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 960903 to the Diocese of
Raleigh for a High Density project on August 9, 2002.1 This permit expires on August 9, 2012. Per 15A NCAC 2H.1003(h)' (the
stormwater rules), applications for permit renewals shall be submitted 180 days prior to the expiration of a permit and must be
accompanied by a processing fee, which is currently set at $505.00. If this is still an active project please complete and submit
the enclosed renewal application prior to February 9, 2012, If this project has not been constructed and a permit is no longer
needed, please submit a request to have the permit rescinded. If you have sold the project please provide the name, mailing
address and phone number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater treatment system,
a certification of completion be submitted to the Division from an appropriate designer for the type of system installed. This is to
certify that the permitted facility has been installed in accordance with the permit, the approved plans, specifications and
supporting documentation. If you have not already provided a Designer's Certification to our office, please include a copy with
your permit renewal request and processing fee. A copy of the certification form is enclosed for your convenience.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment facility
without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate enforcement action
including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at [phone].
Sincrely,
Georgette rcout
Stormwater Supervisor
GDSldwc S:IWQSIStormwaterlPermits & Projects11996 \960903 HDQ011 09 req_ren 960903
cc: Wilmington Regional Office File
encl.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] l FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqualit .org
An Equal Opportunity 4 Affirmative Action Employer
One
NarthCaroiina
,,lUtdllally

-Pus+e�t, Steacen.
-irmrrr: Pusey; Steven -
.Sent: Monday; March 10; 2014 4.52-PM,
To: 'Art Wesche'
Subject: RE: contact info
Art,
Thank you for the information. After checking our records, it looks like your stormwater permit has been extended until
August 9, 2016 due to the permit extension law. We will send you a formal Notification in the mail referencing the new
expiration date within the next few weeks. Please remember to renew your permit when the time comes.
Regards,
Steve Pusey
Engineer
NC DEN — DEMLR, Land Quality Section
From. -Art Wesche- it :A .Wesche ral io . r
Sent: "Monday; March 10; 2014-4:34' PM--
Tvt-Pusey, Steven -
Subject: -contact inflo-
Steve
?hank§ for the calf:..
Arthur E. Wesche AIA
Director of Property & Construction
Catholic Diocese of Raleigh
7200 Stonehenge Dr:
'Raleigh 'NC 27613
-919=821=9726 (direct)

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STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION
TIME/DATE ✓� 7' / /D '`� , J
NAME 7ss .5S
REPRESENTING SEG
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
I Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Aupointments will be scheduled
between 9:00am and 3:00pm.. Viewing time ends at 4:45pm. Anyone arriving without an
appointment may view the files to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may be made by cheep, money order, or cash at the
reception desk._ Copies totaling$5.00 or more can be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases, large totes, etc. are
Rermvtted in the file review area
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME COUNTY
2.
3.
4.
/' //'� ��Mz � � — /
Signature dnd Name of Firm/Business Date
Please attach c business card to this form
COPIES MADE j PAID ©. e
S:Admin.file access
c ✓%
Time In Time Out
INVOICE

3/10/2014 New Hanover County
PARID: ROBZOO-001-033-000
ROMAN CATHOLIC DIOCESE RALEIGH
6650 CARDLINA BEACH RD
Parcel
Alt ID
313210.36,2030.000
Address
665D CAROLINA BEACH RD
Unit
City
WILMINGTON
/j 4 PsC� e
/� -1
Zip Code
-
Neighborhood
B7D10
Class
REL-Exempt Religious
Land Use Code
866-Religious Activities (Churches)
Living Units
Acres
21.45
Zoning
R-15-RESIDENTIAL DISTRICT
Legal
I
Legal Description
(21.45 AC) PT KEYES
Tax District
FD
Owners
Owner
ROMAN CATHOLIC DIOCESE RALEIGH
City
RALEIGH
State
NC
Country
Zip
27606
THE DATA IS FROM 2013
Sales
Sale Date Sale Price
Grantee / Grantor Book Page
Sale Key
1 "AY $0
WILMINGTON CITY OF t/L'z"rlDn.e�jf' ROMAN CATHOLIC DIOCESE
RALEIGH 4326 0129
330408
01.00T�68 $217.00D
ROMAN CATHOLIC DIOCESE LONGLEY HENRY E ANN P
1432 1580
330407
----------------
01-SEP-81 so
LONGLEY HENRY E ANN P WADE J E L
1192 0952
330406
01-MAR-61 $0
WADE J E L NOT IN SYSTEM '
0667 0290
330405
Sale Details
1 014
Sale Date
18-MAY-04
Sale Key
330408
Sale Price
s.00
Grantee
WILMINGTON CITY OF
Grantor
ROMAN CATHOLIC DIOCESE RALEIGH
Sale Source
Book
4326
Page
0129
Salo Validity
U-Unqualified
Salo Type
VACANT
Sale Flag
STEB
Instrument k
Instrument Type
Easement
Adj. Reason
Adj, Price
Adj. Amount
Commercial
1 of 2
Card
i
Building Number
1
Structure CodelDescription
REL-REL
Improvmenl Name
Units
1
Year Built
1997
Effective Year Built
1996
Grade
C.
Class
Other Improvements
http://etaxnhegov.conlVDataJotsIPrintDatalet.aspx?pin=RO8200-001-033-000&gsp=SALES&Iax ear=2013&jur=NH8ownseq=08card=1&rolI=RP&State=1&item... 1/3

13ICKSON
Engineers . Planners . Sunryors
I,riidscapeArchitects
April 1, 2003
Ms. Linda Lewis
North Carolina Department of Environment
Health and Natural Resources
Division of Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4AW D V
Z0o3
RE: Submittal for Modification to Water Quality Permit No. SW8 960903
Immaculate Conception Catholic Church
New Hanover County
WKD Project Number 10366.30.WL
Dear Ms. Lewis:
The owner proposes to construct a 20' x 30' maintenance building with a short section of
sidewalk off of the southwest corner of the parking lot. This additional impervious area shall
consist of 756 SF, and there is no increase in the original drainage area. The original permit,
issued August 9, 2002, allowed for 223,567 SF of future impervious area. We propose that
this additional 756 SF be taken out of that future quantity.
In accordance the instructions given in your e-mail of April 1, 2003, we are submitting for a
"Plan Revision". Please find enclosed 2 copies of the revised plan sheets 3 and 4, along
with a copy of the revised page 2 of the Stormwater Management Permit Application Form.
Note that the additional "On -Site Buildings" and "On -Site Sidewalks" areas have been
increased on the form to reflect the additional quantities and the "Other On -Site (future
imp,)" area has been decreased to allow for the immediate inclusion of this work in the
permit. Thank you for your attention to this project. If you have any questions or require
additional information regarding this matter, please feel free to give us a call.
Sincerely,
W.K. Dickson & Co., Inc.
J�/Jr
Mark N. Hargrove, PE
Enclosure: As noted above
cc: James Hintz, Chairman Building Committee, ICCC
909 Market Street
Wilmington, North Carolina 28401
Other offices: Columbia, 5C
910-762.4200
Ashevilte, NC Hickory, NC
Fax 910.762,4201
Aflanta, GA Raleigh, NC
www.wkdickson.com
Charlotte, NC

SW8-960903 - Immaculate Conception Catholic Church
Subject: SW8-960903 - Immaculate Conception Catholic Church
From: "Mark Hargrove" <[e-mail]>
Date: Mon, 25 Aug 2003 09:13:16 -0400
To: "Linda Lewis (E-mail)" <linda.lewis ncmail.net>
Linda,
I am working on getting the Contractor to finish up some items so
that I can certify the pond for the above mentioned project. After
going thru the permit and provided calculations, I noticed that the
number that we placed in the "Forebay Volume" space on Page 1 of 4
of the pond supplement was incorrect (19,189 cf). The required
volume based on the permanent pool volume was 10,298 cf, while we
provided 11,604 cf. Could you please change that number.
Once the Contractor finishes up a punch list items, we will get you
a certification.
Thanks for your help.
Mark N. Hargrove, PE
Project Manager - Wilmington Office
WK Dickson & Co., Inc.
(910)-762-4200
Fax [phone]
1 of 1 8/25/2003 11:22 AM

O�OF WATF�QG Michael F. Easley, Governor
y William G. Ross Jr„ Secretary
jNorth Carolina Department of Environment and Natural Resources
D < Alan W. Klimek, P.E. Director
Division of Water Quality
April 16, 2003
F. Joseph Gossman, Bishop
Diocese of Raleigh
715 Nazareth Street
Raleigh, NC 27606-2187
Subject: Approved Plan Revision
Immaculate Conception Catholic Church
Stormwater Project No. SW8 960903 Mod.
New Hanover County
Dear Bishop Gossman:
On April 2, 2003 , the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8 960903. The revisions include the addition of
756 square feet of built -upon area for a maintenance building, to be deducted from the 223,567
square feet of "future" built -upon area allotted under the August 9, 2002, permit. After this
modification, there will be 222,811 square feet available for future development. It has been
determined that a formal permit modification is not required for the proposed changes. We are
forwarding you an approved copy of the revised sheets 3 of 12 and 4 of 12 for your files. Please
replace the old approved plan sheets with the new ones.
Please be aware that all terms and conditions of the permit issued on August 9, 2002,
remain in full force and effect. Please also .understand that the approval of this revision to the
approved plans for the subject State Stormwater Permit is done on a case -by -case basis. Any
other changes to this project must be approved by this office prior to construction. If it is
determined that.the proposed revision will require a modification to the permit, you will be
notified.
If you have any questions concerning this matter, please do not hesitate to call me at
[phone].
Sincerely,
Linda Lewis
Enviromnental Engineer
RSSlarl: S:IWQSISTORMWATIREVISION1960903.apr03
cc: Tony Roberts, New Hanover County Building Inspections
Linda Lewis
Wilmington.Regional Office �
Central Files
Iviry
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENIR

2
If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number swS 96n2 , _ and its issue date (if known) December 4. 1996
Specify the tNTe of project (check one):
Low Density X High Density Redevelop General Permit
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control X 404/401 Permit
Other
NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be treated in an on -site detention pond. Existing flows from phase I construction will be re-
routed into proposed stormwater management pond.
2. Stormwater runoff from this project drains to the: unnamed tributary to Lords C E I E D
3. Total Project Area: 20.71 acres.
APR 0 1 2003
4. Project Built Upon Area: 41.1 %.
5. How many drainage areas does the project have? 1 PROJ # - AZ
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Draina e Area 2
Receivin Stream Name
Lords Creek
Receiving Stream Class
C-SW
Drainage Area
569,097 sf
Existing Im ervious*Area
78,954 sf
Pro osed Impervious* Area
291,471 sf
%° Impervious* Area (Total)
_ 65.1%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -Site Buildings
25,179 sf
On -Site Streets
- 0 -
On -Site Parking__114,423
sf
On -Site Sidewalks
8,012 sf
Other On-Site(future imp.)
222,811 sf
Off -Site
Total: 370,425 sf
Total:
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
Sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived?�_ _
Form SWU-101 Version 3.99 Page 2 of 4

�Q
co
0
Rev. F. Joseph Gossman, Bishop
Diocese of Raleigh
715 Nazareth Street
Raleigh, NC 27606-2187
Dear Bishop Gassman:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E., Director
Division of Water Quality
Wilmington Regional Office
June 12, 2002
Subj ect: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 960903 Modification
Immaculate Conception Catholic Church
New Hanover County
The Wilmington Regional Office received a complete modification to the Stormwater
Management Permit Application for Immaculate Conception Catholic Church on April 4, 2002. A
preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
Please add the nearest intersection of two major roads to the vicinity map.
2. Please show all of the previously approved parking and drainage on Sheet 4/12. The
southem-most existing parking lot is not shown on the grading plan. On the plans
approved on December 4, 1996, a catch basin and pipe collect this runoff and direct
it into the first catch basin on the entrance road. Modifications to existing permits
must show and account for all of the previously permitted elements.
3. Please dimension the new buildings.
4. Please show how access to the overflow parking area will be achieved and provide
dimensions.
5. You have lumped the future buildings, sidewalk and paved areas in with the current
built -upon areas. In order to facilitate permitting of the future area when the church
is ready, please lump all the future area together as one total and report it in the
"Other On -Site" box on the application.
6. The long, skinny orifice through the side of the pond is not acceptable. This type of
setup promotes clogging and cannot be permitted. Please provide a true outlet
structure, keeping the length of the orifice to a minimum, which will provide better
protection from clogging.
7. 'The supplement indicates that the permanent pool surface area is 16,181 ft2, but the
calculations show 20,959 ft. Please correct the supplement.
8. Please specify by name the wetland species to be planted on the 6:1 shelf.
9. Please change the sediment removal depth 'for the ' pond and forebay on the
supplement to 4.5% which is 75% of the design depth.
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 2a405 [phone] Fax [phone] Customer Service
800-623-774B

^J1 9:-'xr .�-.�: �a:. �•.-.,.tr y� .. _ .....: -:,f . n i
Bishop Gassman
June 12, 2002
Stormwater Project No. SW8 960903 Modification
--------------------------------------------------------------
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 July 12, 2002, 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 Division is
allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents
must be returned or new originals must be provided. Copies are not acceptable. If you have any
questions concerning this matter please feel free to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADD1NFO120021960903.JUN
cc: Linda Lewis
Mark Hargrove, P.E.

P,MVVK
DICKSON
909 Market Street RECEIVE
Wilmington, NC 28401
910.762.4200 0 FAX: [phone] MAY
TO: NCDENR BY:
Division of Water Quality Sectio
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
ATTENTION: Ms. Noelle Lutheran
We are sending via:
LETTER OF TRANSMITTAL
I DATE: 5/28/02 1 JOB NO.: 10366.30.WL 4
RE: Stormwater Management Permit
Immaculate Conception Catholic Church
6650 Carolina Beach Road
Wilmington, INC
0 Overnight Regular Mail F-1 Pick-up F__] Hand Delivered
The following items:
E] Correspondence E-1 Plans E] Specifications F-1 Other as listed below:
COPIES DATE t NO. I DESCRIPTION
2 1 Sheet 4 - Grading, Drainage & Erosion Control (Revised)
THESE ARE TRANSMITTED as checked below:
For Approval
R
As requested
Approved as submitted
Returned for corrections
N
R
For your use
For review and commentApproved
as noted
B
Forward to subcontractor
REMARKS:
Please give us a call if you have any questions or require further information. Thank you.
COPY TO: James Hintz, Chairman Bldg Com., ICCC
SIGNED: —//4kx,
Mark N. Hargrove, P

Oft WK tel:!U ;IVE
DICKSON
APR p 4 LOOZ
Engineers • Planners • Surveyors
Landscape Architects
April 2, 2002
Ms. Linda Lewis (l05
North Carolina Department of Environment
Health and Natural Resources "l
Division of Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Submittal for Modification to Water Quality Permit No. SW8 960903
Immaculate Conception Catholic Church
New Hanover County
WKD Project Number 10366.30.WL
Dear Ms. Lewis:
The provided submittal package is in reference to the proposed phase II construction at the
Immaculate Conception Catholic Church on Carolina Beach Road, '/2 mile south of Pilots
Ridge Airport. The runoff is directed to a proposed stormwater pond and redirected away
from the existing ponds (NCDWQ Permit No. SW8 960903) that were previously permitted
to treat runoff from the phase I construction. The pond was sized to handle all future
construction as well as existing phase I and proposed phase 11. The total impervious area of
the site is less than or equal to 64%. Individual plans will be submitted for each additional
phase in the future.
included in the submittal package are the following items:
- Original completed stormwater application and Wet Detention Basin Supplement
and one copy for the referenced project
- Check No. 10529 for $420.00 application fee
- Two (2) copies of the Drainage Narrative and Drainage Calculations
- Two (2) copies of plans:
Sheet 1 Existing Conditions, dated 3/19/02
Sheet 3 Site & Stakeout Plan, dated 3/19/02
Sheet 4 Grading, Drainage & Erosion Control, dated 3/19/02
Sheet 8 Miscellaneous Details, dated 3/19/02
Sheet 9 Miscellaneous Details, dated 3/19/02
Sheet 10 Miscellaneous Details, dated 3/19/02
Sheet 1 1 Drainage Boundary and Proposed Impervious Areas, dated 3/19/02
909 "arket Sheet
Wilmington, North Carolina 28401 Other Offices: Charlotte, NC
910.762.4200 Asheville, NC Columbia, 5C
fax [phone] Atlanta, GA Hickory, NC
www.wk(licksc:m,com Boca Raton, FL Raleigh, NC

Ms. Linda Lewis
April 2, 2002
Page 2
If you need additional information please feel free to call.
Sincerely,
W.K. Dickson & Co., Inc.
Mark N. Hargrove, PE
Enclosure: As noted above
cc: James Hintz, Chairman Building Committee, ICCC

RVWK
DICKBON
Engineers • Planners -Surveyors
Landscape Architects
April 19, 2002
Ms. Linda Lewis
North Carolina Department of Environment
Health and Natural Resources
Division of Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Submittal for Modification to Water Quality Permit No. SW8 960903
Immaculate Conception Catholic Church
New Hanover County
WKD Project Number 10366.30.WL
Dear Ms. Lewis:
Please incorporate the enclosed revised calculations and revised page 2 of 4 of the permit
application into the previously submitted application package. During a review of comments
from the City of Wilmington we noticed that we had inadvertently left out approximately
1,200 sf of impervious area. However, nothing has been revised on the plans. The increase
in impervious area was small enough to not require a change in the pond.
Enclosed are the following items:
Two copies of page 2 of 4 of the "Stormwater Management Permit Application Form"
- Two copies of the revised calculations for the pond
If you need additional information please feel free to call.
Sincerely,
W.K. Dickson & Co., Inc.
/Wup' �
Mark N. Hargrove, PE
Enclosure: As noted above
CC: James Hintz, Chairman Building Committee, ICCC
909 Market Street
Wilmington, North Carolina 28401
Other Offices:
Charlotte, NC
910,762,4200
Asheville, NC
Columhia, SC
Pax 910.762.4207
Atlanta, CA
Hickory, NC
www.wkciickson.com
Boca Raton, FL
Raleigh, NC

DRAINAGE NARRATIVE FOR
IMMACULATE CONCEPTION CATHOLIC CHURCH
(10366.30.WL)
GENERAL INFORMATION
Owner: Diocese of Raleigh
715 Nazareth Street
Raleigh, NC 27606-2187
ATTN: F. Joseph Gossman, Bishop
Design Engineer: Mark N. Hargrove, PE
c/o W.K. Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
RECEIVED
APR 0 4 2002
Pttoa # fW ,?%o gv3
The project site is located at 6650 Carolina Beach Road in Wilmington. The site, in
its current state, is partially developed with a single church building and the
associated parking and underground utilities. This improvement only covers a small
portion of the 20.71-acre site, with the remainder of the site consisting of wooded
areas. The topography for most of the site shows mild to moderately slopes ranging
from 1 percent to 10 percent the in -situ ground in upland areas consisting of
Wakulla soils. An unnamed tributary to Lords Creek runs through the site creating a
wetland area. Soils encountered in this wetland area are from the Johnston series.
The undeveloped areas of the site currently drain by sheet flow to the unnamed
tributary which travels northwest to Lords Creek or drain north and west by sheet
flow directly to Lords Creek, which borders the site to the north and west. Runoff
from the developed areas of the site collect in existing storm sewers which
discharge to existing ponds located within the wetland area.
PROPOSED IMPROVEMENTS
Proposed improvements will include the construction of an additional church
building and additional parking and underground utilities to serve this development.
This development will also include the construction of a wet detention basin to
provide detention and improvement of water quality for post development runoff.
This wet detention basin has been appropriately designed for 90% TSS removal and
for storage and release of the first inch of runoff. This wet basin will discharge to
the unnamed tributary and existing ponds through a 2" orifice and an emergency
spillway. A proposed outlet structure with a 36" culvert will be also be installed in
the wetland area to utilize the existing ponds for further detention and routing of
post development flows.

I
DRAINAGE CONSIDERATIONS
Runoff will be conveyed to the detention system by means of a drop inlet -culvert
system. The system will be designed so that the post development runoff for the 2
yr., 10 yr., and 25 year storm runoff will be less than or equal to these events.
Calculations included with this narrative also demonstrate this system's effectiveness
in passing the 50 year event. During construction silt fence, a riprap apron, inlet
protection, and construction entrance will be placed in critical areas as directed by
the Grading, Drainage, and Erosion Control Plan. All design criteria is based on
New Hanover County stormwater and erosion control standards. Please refer to
Sheet 8-Miscellaneous Details for the Construction Sequence and Seeding
Schedule which shall govern this development.

STORMWATER CALCULATIONS
FOR
NORTH CAROLINA DIVISION OF WATER QUALITY
FOR
IMMACULATE CONCEPTION CATHOLIC CHURCH — PHASE H
NEW HANOVER COUNTY
NORTH CAROLINA
RECEIVED
JUN 2 4 2002
DwQ `'
PROJ # fWg4(o0c/03 /YoD
ENGINEERS
WK DICKSON & CO., INC.
909 MARKET STREET
WILMINGTON, N.C. 28401
[phone]
April 2, 2002
(revised 6/2 1/02)
'4y
S S/
SEAL -
19742
r
�Gf N Q

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington, NC 28401
Surveying [phone]
IMMACULATE CONCEPTION CATHOLIC CHURCH
TOTAL AREA DRAINING TO POND = 569,097 SF = 13.06 AC
TOTAL PROPOSED IMPERVIOUS SURFACE AREA DRAINING TO POND:
PAVED AREAS (EXISTING) = 114,423 SF
SIDEWALK (EXISTING) = 7,856 SF
BUILDING (EXISTING) = 24,579 SF
FUTURE DEVELOPMENT BLDGS PARKING 75% IMP AREA = 223,567 SF
TOTAL = 370,425 SF
PERCENT IMPERVIOUS DRAINAGE AREA FOR POND:
= 370,425 SF 1569,097 SF
= 65.1 %
REQUIRED STORAGE FOR 1-INCH OF RUNOFF FOR POND: (use Schueler Method)
= 0.05 f 0.009 (I)
= 0.05 + 0.009(65.1) = 0.636
=(1")(0.636)(1/12)(13.06)(43,560)
=30,151 CF (30,546 CF PROVIDED)
POND DEPTH SAIDA 0/6
(FT)
6.0 3.66
POND SURFACE AREA (MIN.)
(SF)
IF POND DEPTH = 6.0 FT, MINIMUM SURFACE AREA = 20,829 SF
USED 90% TSS CHART TO SIZE POND
AREA @ ELEVATION 18.00 = 20,959 SF > 20,829 SF
20,829
REQUIRED STORAGE FOR FOREBAY: 20% OF TOTAL PERMANENT POOL VOLUME
= (0.2)(51,490)
10,298 CF (11,604 CF PROVIDED)
REVISED 6/19/02
PROJECT: IMMACULATE CONCEPTION SUBJECT: POND CALCULATIONS JOB NO.: 10366.30.WL
PREPARED BY: JRB DATE: 214102 CHECKED BY: MNH DATE: PACE NO OF

INK DICKSON
Engineering
Land Planning
Surveying
909 Market Street
Wilmington, NC 28401
[phone]
STAGE - AREA - STORAGE FOR POND
PERMANENT POOL VOLUME
ELEV.
AREA
STORAGE
TOT. STORAGE
(FT)
(SF)
(CF)
(CF)
BOTTOM ELEVV,
12.00
3,030
-
3,838
13.00
4,645
3,838
5,485
14.00
6,324
9,322
7,196
15.00
8,068
16,518
8,966
16.00
9,864
25,484
11,424
17.00
12,983
36,908
NORMAL
14,582
POOL ELEV.
18.00
16,181
51,490
STAGE - AREA - STORAGE FOR FOREBAY
ELEV.
AREA
STORAGE
TOT. STORAGE
(FT)
(SF)
(CF)
(CF)
FOREBAYINV
12.00
615
-
789
13.00
963
789
1,171
14.00
1,379
1,960
1,612
15.00
1,845
3,572
2,106
16.00
2,367
5,678
2,657
17.00
2,946
8,335
3,269
BERM ELEV
18.00
3592
11,604
REVISED 6/19/02
PROJECT: IMMACULATE CONCEPTION SUBJECT: POND CALCULATIONS JOB NO.: 10366.30.WL
PREPARED BY: JRB DATE: 2/4/02 CHECKED BY: MNH DATE: PAGE NO OF

WK DICKSON
Engineering
Land Planning
Surveying
POND RELEASE TIME FOR
CONTROL PIPE: POND
ELEV.
EFF. STORAGE
VOL. RELEASED
OUTFLOW RATE
RELEASE TIME
(FT)
(CF)
(CF)
(CFS)
(HOURS)
19.35
30,546
3618
0.122
8.2
19.20
26,928
4737
0.115
11.4
19.00
22,191
4637
0.105
12.3
18.80
17,554
4536
0.094
13.4
18.60
13,018
4438
0.081
15.2
18.40
8,580
4339
0.066
18.1
18.20
4,241
4241
0.047
25.1
18.00
0
TOTAL HOURS
84.0
DAYS
3.5
CONTROL PIPE:
2
INCH ORIFICE HOLES
USED ORIFICE EQUATION TO DETERMINE
OUTFLOW RATE
Q = Cd'A'(2gh)^112
909 Market Street
Wilmington, NC 28401
[phone]
REVISED 6/19/02
PROJECT: IMMACULATE CONCEPTION SUBJECT: POND CALCULATIONS JOB NO.: 10366.30.WL
PREPARED BY: JRB DATE: 214102 CHECKED BY: MNH DATE: PAGE NO O1~

DICKSON
Engineers -Planners -Surveyors
Landscape Architects
June 21, 2002
F
IVED4 d02
Ms. Linda Lewis
North Carolina Department of Environment
Health and Natural Resources
Division of Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Submittal for Modification to Water Quality Permit No. SW8 960903
Immaculate Conception Catholic Church
New Hanover County
WKD Project Number 10366.30.WL
Dear Ms. Lewis:
Thank you for your initial review of the above referenced project. This resubmittal includes
revisions based on comments from your letter of June 12, 2002, as well as revisions based on
some minor changes by the owner to the site layout. These minor changes involved an
architectural change to the main concrete walkway between the existing and proposed
buildings, as well as the addition of several sidewalks to provide access to the parking area
from exterior doors. These changes forced the addition of one yard inlet and approximately
79 LF of storm sewer to effectively manage runoff. The additional sidewalk did slightly
increase the impervious area on the site. This increase has been shown in the revised
calculations, but was not severe enough to change the design of the pond. The following is
in response to your previously mentioned letter. Your original comment has been noted,
followed by our response on bold.
• Please add the nearest intersection of two major roads to the vicinity map. The scope of
the vicinity map has been expanded to include the intersection of US Hwy 421 and NC
Hwy 132.
• Please show all of the previously approved parking and drainage on Sheet 4112. The
southern -most existing parking lot is not shown on the grading plan. On the plans
approved December 4, 1996, a catch basin and pipe collect this runoff and direct it into
the first catch basin on the entrance road. Modifications to existing permits must show
and account for all of the previously permitted elements. The view on Sheet 4112 has
been modified to make visible the items requested.
• Please dimension the new buildings. Dimensioned as requested.
• Please show how access to the overflow parking area will be achieved and provide
dimensions. This access has been labeled and dimensioned as requested.
909 Market sired
Wilmington, North Carolina 28401
Other Offices:
Charlotte, NC
910.762.4200
Asheville, NC
Columbia, 5C
Fax [phone]
Atlanta, GA
Hickory, NC
www,wkdickson.com
Boca Raton, FL
Raleigh, NC

r� Ms. Linda Lewis
April 21, 2002
Page 2
• You have lumped the future buildings, sidewalks and paved areas in with the current
built -upon areas. in order to facilitate permitting of the future area when the church is
ready, please lump all the future area together as one total and report it in the "Other
On -Site" box on the application. These impervious quantities have been rearranged as
requested. Please note that these revised quantities also reflect the addition of
approximately 1,647 SF of impervious area due to the site changes.
• The long, skinny orifice through the side of the pond is unacceptable. This type of setup
promotes clogging and cannot be permitted. Please provide a true outlet structure,
keeping the length of the orifice to a minimum, which will provide better protection
from clogging. The 4" PVC has been changed to an 8" PVC pipe. An 8" outlet pipe wl
a 2" orifice pipe as the inlet should not have any problems w/ clogging.
• The supplement indicates that the permanent pool surface area is 16,781 ftz, but the
calculations show 20,959 ftz. Please correct the supplement. The supplement has been
corrected.
• Please specify by name the wetland species to be planted on the 6:1 shelf. This
information has been provided on the Landscape Plan (Sheet 6112) which has been
included as part of this resubmittal.
• Please change the sediment removal depth for the pond and fore bay on the supplement
to 4.5', which is 75 % of the design depth. The supplement has been changed.
Enclosed are the following items:
- Two copies of page 2 of 4 of the "Stormwater Management Permit Application Form"
- Two copies of pages 1 and 3 of 4 of the "Wet Detention Basin Supplement"
- Two copies of the revised calculations for the pond
- Two copies of the revised plan sheets:
Sheet 3 — Site & Stakeout Plan
Sheet 4 — Grading, Drainage & Erosion Control Plan
Sheet 6 — Parking Lot Expansion Landscape Plan
Sheet 8 — Miscellaneous Details
If you need additional information please feel free to call.
Sincerely,
W.K. Dickson & Co., Inc.
lAkN, Ayw�
Mark N. Hargrove, PE
Enclosure: As noted above
cc: James Hintz, Chairman Building Committee, ICCC

Engineering
Land Planning
Surveying
November 20, 1996
Ms. Linda Lewis
N.C. Department of Environment,
Health, and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Control Permit for
Immaculate Conception Catholic Church
New Hanover County
Project No. 9507
Dear Ms. Lewis:
Enclosed please find the following items:
DAW SON ENGINEERING
3177 Wrightsville Avenuc
Wilmington, NC 28403
(910) 7624200
Q E C E f V E
NOV
2 11996
PROJ # w- D
- two (2) copies of the site plans C-1, C-3, C-4, and C-5, all dated 9/15/95 and
revised I1/18/96
- two (2) copies of the site plans C-2 dated 9/15/96 and revised 3/05/96
The enclosed set of plans have been submitted for your review and approval. The plans were revised to
comply with your letter dated October 10, 1996. We request NCDEM certification of compliance of
this project with stormwater regulations. Thank you for your consideration of this request. If you need
additional information please call.
Very truly yours,
DAWSON ENGINEERING
Lawrence Adkins
Encl.: As noted above.
cc: Frank Diem with enclosures
Ken Maus with enclosures
Craig Leonard with enclosures

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF WATER QUALITY Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
October 10, 1996
Mr. Dan Dawson, P.E.
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, North Carolina 28403
Subject: Stormwater Control
Immaculate Conception Church
Stormwater Project No. 960903
New Hanover County
Dear Mr. Dawson:
To confirm the results of our meeting today: The church's built -upon area meets the low density
limit of 30%, but collection of the stormwater via hard pipe is the reason the State must require additional
measures other than the proposed 5:1 swale. The 5:1 swale will be deleted, and a forebay type structure
will be excavated at the pipe outlet of DS-1. A grassed dam with a dropped stone weir section will serve
as the overflow device into the natural channel. The natural channel will remain undisturbed to the extent
practicable. Another grassed dam with a dropped stone weir will be constructed near where the proposed
sewer line excavation will occur. We did not discuss storage heights, but may I suggest a minimum depth
of 3' for both ponded areas? Use of flow spreaders will be left to your judgement, however, if future
compliance inpsections indicate erosion problems that a flow spreader could alleviate, one will be required.
If you have any questions, please do not hesitate to call me at 395-3900.
Sincerely,
Linda Lewis
Environmental Engineer
JBB/arl: S:IWQSISTORMWATILETTERS1960903.00T
cc: Linda Lewis
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Engineering
Land Planning
Surveying
September 3, 1996
Ms. Linda Lewis
N.C. Department of Environment,
Health, and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Control Permit for
Immaculate Conception Catholic Church
New Hanover County
Project No. 9507
Dear Ms. Lewis:
Enclosed please find the following items:
DAWSON ENGINEERING
3177 Wrightsville Avenue
Wilmington, NC 28403
[phone]
ECF1'rr
S E P 0 41996 -
PFiOJ It SCE Tgogc)
- original completed stormwater application for the referenced project
- two (2) copies of the site plans C-1, C-2, and C-3, C-4, C-5, and DW-1, all dated 9/15/95 and
revised 3/5/96
- one (1) copy of the Stormwater Operation and Maintenance Plan
- $225.00 application fee
Please note that sheet DW-I shows the drainage area delineation for the project. As we discussed
during our previous conversation about the project, a grassed swale will be used to treat the stormwater
in this phase of the project. A stormwater pond will be constructed at a future date in place of the swale
as treatment is required for additional impervious surface.
We request NCDEM certification of compliance of this project with stormwater regulations. Thank
you for your consideration of this request. if you need additional information please call.
Very truly yours,
DAWSON ENGINEERING
Daniel E. Dawson, F.E.
Encl.: As noted above.
cc: Immaculate Conception Catholic Church