SW8960903_CURRENT PERMIT_20020809

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

W A 7ER
QG
F. Joseph Gbssman;'Bishop
Diocese of Raleigh
715 Nazareth Steeet
Raleigh, NC 27606-2187
Dear Bishop Gassman:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 9, 2002
�►� n f
P Subject:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
Permit No. SW8 960903 Modification
Immaculate Conception Catholic Church
High Density Stormwater Project
New Hanover County
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 specialattention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
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 adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 2761 l -7447. 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
Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQSISTORMWATIPERMIT1960903.AUG
cc: Mark Hargrove, P.E.
Immaculate Conception Church
Tony Roberts, New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilminuton Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone]
lumen
WA
WC—bENP,
Customer Service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 960903 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT -PERMIT - - - - - - -
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Diocese of Raleigh
Immaculate Conception Catholic Church
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This pen -nit shall be effective from the date of issuance until August 9, 2012, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 370,425 square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for the future development is limited
to 223,567 ft2.
4. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
5. The approved plans must include the previously approved layout and grading plans for
the existing parking lots and building.
2

State Stormwater Management Systems
Permit No. SW8 960903 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Immaculate Conception Catholic Church
Permit Number: SW8 960903 Modification
Location:- - - New Hanover -County
Applicant: F. Joseph Gossman, Bishop
Mailing Address: Diocese of Raleigh
715 Nazareth Steeet
Raleigh, NC 27606-2187
Application Date: June 24, 2002
Receiving Stream/River Basin/Index #: Cape Fear / Lords Creek / 18-84
Classification of Water Body: "C Sw"
Pond Depth, feet: 6
Permanent Pool Elevation, FMSL: 18
Drainage Area, acres: 13.06
Total Impervious Surfaces, ftz: 370,425
Offsite Area entering Pond, ft2: none, per Engineer
Required Surface Area, ft2: 20,798
Provided Surface Area, fl': 20,959
Required Storage Volume, ftl: 30,153
Provided Storage Volume, ft3: 34,766
Temporary Storage Elevation, FMSL: 19.35
Controlling Orifice: 2"cp pipe
3

State Stormwater Management Systems
Permit No. SWS 960903 Modification
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and
operational for'its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and'Maintenance Plan must be followed in .its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
C. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
S. If the stormwater system was used as an Erosion Control device, it must be restored to
desi{o-n condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, or sale 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.
4

State Stormwater Management Systems
Permit No. SW8 960903 Modification
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11, 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.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ
and provide the name, mailing address and phone number of the purchaser or leasee. An
access/maintenance easement to the stormwater facilities shall be granted in favor of the
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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. In the event there is a desire for the facilities to change
ownership, or there is a name -change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved. Responsibility for compliance with all permit conditions remains with
the Pennittee until such time as the Division approves the formal permit request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal} which have jurisdiction.
4. In the event thaf the facilities -fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.

State Stormwater Management Systems
Permit No. SWS 960903 Modification
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
- — - ------Permit-issued-this'the 9th day -of August, 2002. -
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, R.E., Director
-� Division of Water Quality
By Authority of the Environmental Management Commission
rel

State Stormwater Management Systems
Permit No. SW8 960903 Modification
Immaculate Conception Catholic Church
Stormwater Permit No, SW8 960903 Modification
New Hanover 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
SEAL
7

State Stormwater Management Systems
Permit No. SWS 960903 Modification
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
- - ?:- ------The-drainage-area to the -system contains na mofe 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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
S. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
l l . Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided,.such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections

OFFICE USE ONLY
Date P y ceived
Fee Paid
Permit Number
v
w, -%
T,- 0 7 0 3 - --,
i1 1
i f State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Diocese of Raleigh
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
F. Joseph Gossman, Bishop
3. Mailing Address for person listed in Item 2 above:
715 Nazareth Street
City: Raleigh- State: NC Zip: 27606-2187
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
fmmaculate Conception Catholic Church PiniswH-
5. Location of Projcct (street address):
Off U.S. Hwy 421, Approximately 3/4 mile south of Pilots Ridge Airport
City: Wilmin Eton County: New Hanover
6. Directions to project (from nearest major intersection):
Off U.S. Hwy 421, Approximately 3/4 mile south of Pilots Ridge Airport
7. Latitude: 340 05' 38.18" Longitude: 77" 53' 56.95" of project.
8. Contact person who can answer questions about the project::
Name: Mark N. Hargrove Telephone Number: ( 910 ) 762-4200
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 960903 and its issue date (if known) December 4, 1996
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_LAMA Major X Sedimentation/Erosion Control X 404/401 Permit 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 Creek
3. Total Project Area: 20.71 acres.
4. Project Built Upon Area: 4LI %.
5. How many drainage areas does the project have? 1
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
Drainage Area 2
Receiving Stream Name
Lords Creek
Receiving Stream Class
C-SW
Drainage Area
569,097 sf
Existing Impervious*Area
78,954 sf
Proposed Impervious* Area
291,471 sf
% Impervious* Area (Total)
65.1%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -Site Buildings
24,579 sf
On -Site Streets
- 0 -
On -Site Parking
114,423 sf
On -Site Sidewalks
7,856 sf
Other On-Site(future imp.)
223,567 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

IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size, and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management
permit number as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
?. No store than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but not include
wood decking or the water surface ofswinuning pools.
Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit
modification prior to construction.
5. All permitted runoff fron the outparcels or f mitre development shall be directed into the permitted
stornnvater control system. These connections to the stormwater control systenn shall be performed in a
manner that maintains the integrity and perfornnance of the systein as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Dorm SWU-101 Version 3.99 Page 3 of 4

SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
complete package includes all of the items listed below. The complete application package should be submitted to
the appropriate DWQ Regional Office.
l . Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form M
• One copy of the applicable Supplement Form(s) for each BMP 1A A29
• Permit application processing fee of $420 (payable to NCDENR) thNit
• Detailed narrative description of stormwater treatment/management mlyo
• Two copies of plans and specifications, including: Molt
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
V11. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): WK Dickson & Co., Inc.
Mailing Address: 909 Market Street
City Wilmington State: NC Zip: 28401
Phone: ( 910 ) 762-4200 Fax: ( 910) 762-4201
Vlll. Ai'PLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, Item 2) F. Joseph Gossman, Bishop
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 15A
NCAC 2Fl.1000.
Signature: Date: �✓ ZZ (�ZU 44701 1
Forni SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Project Name: Immaculate Conception Catholic Church — Phase lI
Contact Person:. Mark Hargrove Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
12.0 ft.
18.0 ft.
19.35 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
20,959 sq. ft. (water surface area at the orifice elevation)
13.06 ac. (on -site and off -site drainage to the basin)
8.50 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume' 51,490 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 30,546 T cu. ft. (volume detained above the permanent pool)
Forebay Volume 19J 89 cu. ft. (approximately 20% of total volume)
other parameters
SAIDA`
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes:
3.66 (surface area to drainage area ratio from, DWQ table)
2.0 in. (2 to 5 day temporary pool draw -down required)
1 in.
90 % (minimum 85910 required)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the
correct value for nonstandard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form SWU-102 Rev 3.99 Page 1 of 4

t r .
I1. REQUIRED ITEMS CHECKLIST
The following; checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 21-I. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
Applicants Initials
M ti a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
m d b. The forebay volume is approximately equal to 20% of the basin volume.
_ —A14__ c. The temporary pool controls runoff from the design storm event.
IA _ d. The temporary pool draws down in 2 to 5 days.
N./A— e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
ms)4 f. The basin length to width ratio is greater than 3: 1.
1Y\to1� g. The basin side slopes above the permanent pool are no steeper than 3: 1.
MUIV h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
p\NA i. Vegetative cover above the permanent pool elevation is specified.
M P4 j. A trash rack or similar device is provided for both the overflow and orifice.
,6?11A_ k. A recorded drainage easement is provided for each basin including access to nearest right-of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
mr�N m. A mechanism is specified which will drain the basin for maintenance or an emergency.
LPaa� 1+1, IC b,e pv,v. p,P_c1 ire ',,,e 1
IIl. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forcbays and the vegetated
filter if one is provided.
This system (check one) 0 does not incorporate a vegetated filter at the outlet.
r5does
This system (check one) Q does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
I. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b: Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper
functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near awet
detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth
reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads _4.5' _ feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4.5' feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 18.0
Sediment Re oval El. 13.5 17150-Sediment Removal Elevatiod .75%
Bottom Ele ation 12.0 --------=----=----------------- ----- -------
Bottom Elevation 12 0 25%
FOREBAY MAIN POND:
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged io grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Form SWi1-102 Rev 3.99 Page 3 of 4

+ ('• . 1' e.
acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: F. Joseph Gossman
Title: Bishop
Address: Diocese of Raleigh, 715 Nazareth, Raleigh, NC 27606-2187
Phone: [phone]
Date: --3' ;z -7--
Signature: I)MIA Alf-40�,
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president.
I'/, a Notary Public for the State ofell0
County of Dac l do hereby certify that
personally appeared before me tills day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
`�p OH1YHlilYE,
R. Sp
$ PUBL C �a:
Co
SEAL
My commission expires / 0 /3
.orm SWU-102 Rev 3.99 Page 4 of 4

A
Immaculate Conception Catholic Church
Stormwater Permit No. SW8 960903
New Hanover Count
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 960903
I
I, Rawl n� , as duly registered SftlAo r'
in the State of North Carolina, aving been authorized to observe Jperiodic�eekly/full
time) the construction of the project,
iC
(Project)
For (Project Owner) hereby
state that, to the best of my abilities, ue 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 specifications:
I! 111riq
Cab
Signature
Registration Number
Date
SEAL
ECEWE
qJ
r DEC 2 3 2014
BY:

01-31-'14 12:41 ,FROM-
T-487 P0008J0008 F-856
Permit No. SW8 01 (b 09 p'j
Certifidation Requirements:
L
--V—/ 1. The drainage area to the system contains approximately the permitted acreage.
✓ 2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
✓ 3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
✓ 4: All roof drains are located such that the runoff is directed into the system.
✓ 5. The outlet structure elevations are per the approved plan.
✓ 6. The outlet structure is located per the approved plans,
7, Trash rack is provided on the outlet 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.
.o" 12_ Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
✓ 14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay_
15. The required system dimensions are provided per the approved plans.
��1$_ A!I components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
CC. NCDENR-DEMLR Wilmington Regional Office
04 C. 3ounty Building Inspections
ECEaoaE
DEC 13 2014
Page 7 of 7

I
I
fi

PARAMOUNTE
• l= N CD I N E E F2 I N G, I N C.
5 9 1 1 1 OLEANDER D R I V E, SUITE 2 0 1
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDENR
Date
12/23/14
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Immaculate ConcepAon Church
Stormwater Permit
Steve Pusey
Project No:
14152.PE
e are sendin •: ® Originals
® Prints
❑ Shop Drawings
❑ Calculations
he following items: ❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
Quantity
Date
Dwg. No.
Description
1
12/23/2014
Original Stormwater Permit No. S\X18 960903
�R "
r
0a W
Issue Status: ❑ For!Approval ❑ As ReLlucstcd ❑ Constructi0Py-'----0-Rid
❑ ]--or Four Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No I_.sceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submirted ❑ Other
Remarks:
RE tIZIT, IV�D
DEC 2, 3 2014