SW8060311_HISTORICAL FILE_20060418

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 QUO 3 k k
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2006h Uyl�
YYYYMMDD

Michael F Easley Governor
WilhamG Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek PE Director
Division of Water Quality
April 18 2006
Mr Jon T Vincent Manager
Next Step Properties of Wilmington, LLC
1508 Military Cutoff Road Suite 302
Wilmington NC 28403
Subject Stormwater Permit No SW8 060311
Port City Community Church
High Density Project
New Hanover County
Dear Mr Vincent
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Port City Community Church on April 10, 2006 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 060311 dated April 18 2006 for the
construction of the subject protect
This permit shall be effective from the date of issuance until April 18 2016, and shall be subject to the
conditions and limitations as specified therein Please pay special attention 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 adtudicatory 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 150E of the North
Carolina General Statutes and filed with the Office of Administrative Hearings, P O Drawer 27447
Raleigh NC 27611-7447 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 Robert
Gordon or me at [phone]
SincCrely)
�z)wcvl�k
Edward Beck
Regional Supervisor
Surface Water Protection
Section
ENB/rdg S \WQS\STORMWAT\PERMIT\060311 apr06
cc Jeff Petroff, PE Coastal Land Design
Tony Roberts New Hanover County Building Inspections
City of Wilmington Stormwater Services
Beth E Wetherell New Hanover County Engineering
Robert Gordon
Wilmington Regional Office
Central Files
N''o��`nftCazoLna
�vWA(ta!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 877-623 6748
Wilmington Regional Office Wilmington NC 28405 Fax [phone] Internet w nc,vateroualnv or¢
An Equal OpportunitylAffirmative Action Employer — 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 060311
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
Mr Jon T Vincent & Next Step Properties of Wilmington LLC
Port City Community Church
200 Cardinal Drive Extension - 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 permit shall be effective from the date of issuance until April 18 2016, and shall be
subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 352 624 square feet of
impervious area
3 The tract will be limited to 365 914 square feet of impervious area per the
approved plans There is no built -upon area available for future development in
this permit
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 060311
6 The following design criteria have been provided in the wet detention pond and
must
be maintained at design condition
a
Drainage Area, 9cres
11 89
Onsite, ft
517,565
Offsite, ft2
0
b
Total Impervious Surfaces, ft2
352 624
c
Design Storm, inches
1
d
Pond Depth feet
50
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMSL
350
g
Permanent Pool Surface Area, ft2
43 497
h
Permitted Storage Volume ft3
68 965
1
Temporary Storage Elevation, FMSL
365
1
Controlling Orifice
2 5 O pipe
k
Permitted Forebay Volume ft3
36,166
1
Receiving Stream/River Basin
Spring Branch / Cape Fear
m
Stream Index Number
18-74-63-1
n
Classification of Water Body
"C,Sw"
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device flow
spreader catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 060311
Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date
activity, name of person performing the work and what actions were taken
5 Decorative spray fountains will be allowed in the stormwater treatment system
subject to the following criteria
a The fountain must draw its water from less than 2 below the permanent
pool surface
b Separated units where the nozzle pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for a fountain in this pond is 1/2 horsepower
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
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit the approved plans and
specifications and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device
and prior to occupancy of the facility
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction for any
modification to the approved plans including but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision acquisition lease or sale of all or part of the protect
area The protect area is defined as all property owned by the permittee
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 060311
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership or a name change the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form documentation
from the parties involved and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions the Permittee shall take immediate corrective action
including those as may be required by this Division such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name ownership or mailing address
changes within 30 days
Permit issued this the 18`h day of April 2006
NORTHZAstROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 060311
Port City Community Church
Stormwater Permit No SW8 060311
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
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 060311
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

OFFICE USE ONLY
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
77us form may be photocopied for use as an original
I GENERAL INFORMATION
1 Applicant's name (specify the name of the corporation, individual, etc who owns the project)
Next Step Properties of Wilminqton LLC
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Jon T Vincent Manager
3 Mailing Address for person listed in item 2 above
1508 Military Cutoff Road Suite 302
City Wilmington State
Telephone Number (910) 256 — 0101
North Carolina Zip 28403
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
Port City Community Church
5 Location of Project (street address)
200 Cardinal Drive Extension
City Wilm
County New Hanover
6 Directions to project (from nearest major intersection)
On the west side of Cardinal Drive Extension approximately 1 800 linear feet from the intersection of
Cardinal Drive Extension and Eastwood Drive (US 74)
7 Latitude 340 14 14 N Longitude 770 51 20 W
8 Contact person who can answer questions about the project
Name Jon T Vincent M
II PERMIT INFORMATION
1 Specify whether project is (check one)
X New
Telephone Number
Renewal
of project
910) 256 — 0101
Modification
Form SWU-101 Version 3 99 Page 1 of 4

2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number And its issue date (if known)
3 Specify the type of project (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA 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
I 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
The entire site will be collected by curb and gutter and catch -basins and routed to one (1) stormwater pond
The pond is designed to treat all the runoff from the site and will outlet into a proposed channel designed to
carry all the on site and off site stormwater around the building site
2 Stormwater runoff from this project drains to the
3 Total Project Area 32 590 acres
5 How many drainage basins does the project have? 1
Fear
4 Project Built Upon Area
River basin
260 %
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
Basin Information
Overall Site
Stormwater Pond
Receiving Stream Name
Spring Branch
Spring Branch
Receiving Stream Class
C Sw
C Sw
Drainage Area
1 419,361 ft2
517 565 ft2
Existing Impervious* Area
10 283 ft2
**7 589 ftz
Proposed Impervious* Area
365 914 ftZ
352 624 ftZ
% Impervious* Area (total)
26 0 %
681 %
Impervious* Surface Area
Overall Site
Stormwater Pond
On -site Buildings
77 958 ft2
77 958 ft2
On -site Streets
66 135 ft2
53 237 ft2
On -site Parking
195 956 ft2
195,956 ft2
On -site Sidewalks
25 865 ft2
25 473 ft2
Other on -site (Amenity)
0
0-
Off site
0
0-
Total
365 914 ft2
352 624 ft2
* Impervious area is defined as the built upon area including but not lonacd to buildings roads parking areas
sidewalks giavel areas etc
** Please note that Ecuting Impervious Roadway is planned to be removed and ieplaced with Proposed Impervious Roadway
Form SWU 101 Version 3 99 Page 2 of 4

7 How was the off -site impervious area listed above denved9 Not Applicable
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels 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
i 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
2 No more than ********* square feet ofany lot shall be covered by structures or impervious materials
Impervious materials include asphalt gravel concrete brick stone slate or similar material but do not include wood
decking or the water surface of swimming pools
3 Swales shall not be filled in piped or altered except as necessary to provide driveway crossings
4 Built upon area in excess area of the permitted amount requires a state stormwater management permit modification prior to
construction
5 All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system 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
Form SWU 101 Version 3 99 Page 3 of 4

L�
VI 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
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 J 2<f
• One copy of the applicable Supplement Form(s) for each BMP ,Jor_,
• Permit application processing fee of $4,000 (payable to NCDENR) - EXPRESS lee
• Detailed narrative description of stormwater treatment /management J rLc
• Two copies of plans and specifications, including
-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)
VII AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on you
behalf, please complete this section
Designated agent (individual or firm) Coastal Land Design P L L C
Mailing Address PO Box 1172
City Wilm
State North Carolina Zip 28402
Phone (910) 254 - 9333 Fax (910)M�45-�656
VIII APPLICANT'S RTIFICATION Q `w0L
1, (print or type name of erson listed in eneral Information item 2) Jon T V hriCPA
certify that the informati included on is pen -nit application form is, to the best of my knowledge, correct and
that the project will be co stru'cled in c formance with the approved plans, that the required deed restrictions
and protective ovenants ill be recor d, and that the proposed project complies with the requirements of 15A
NCAC 2H 1004
Signature
S
Date M51116
Form SWU-101 \Verson 3 99 Page 4 of 4

Permit No 5Og D loa3l �
(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 uve as an original
DWQ Stormwater Management Plan Review
A complete stornwater 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
I PROJECT INFORMATION
Project Name Port City Community Church
Contact Person Jon T Vincent
Manager
Phone Number ( 910) 256 — 0101
For project with multiple basins, specify which basin this
worksheet applies to Stormwater Pond
elevations
Basin Bottom Elevation
3000
ft
(floor of the basin)
Permanent Pool Elevation
3500
ft
(elevation of the orifice)
Temporary Pool Elevation
3650
ft
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
43 497
sq
ft
(water surface area at the orifice elevation)
Drainage Area
11 88
ac
(on -site and off -site drainage to the basin)
Impervious Area
809
ac
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
165 976
cu
ft
(combined volume of main basin and forebay)
Temporary Pool Volume
68 965
cu
ft
(volume detained above the permanent pool)
Forebay Volume
36 166
cu
ft
(approximately 20% of total volume)
Other parameters
SA/DA'
487
(surface area to drainage area ratio from DWQ table)
Diameter of Onfice
250
in
(2 to 5 day temporary pool draw -down required)
Design Rainfall
1 00
in
Design TSS Removal 2
90
%
(minimum 85% required)
Form SWU-102 Rev 3 99 Page 1 of 4

S; '
Footnotes
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to detemune the correct value for non-
standard 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
II 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 2H 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
J(RC a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
J RC_ b The forebay volume is approximately equal to 20% of the basin volume
J(LC c The temporary pool controls runoff from the design storm event
J 2C d The temporary pool draws down in 2 to 5 days
((C e If required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
JrW_
f The basin length to width ratio is greater than 3 1
J2c g The basin side slopes above the permanent pool are no steeper than 3 1
J2C h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Jt'Zc— i Vegetative cover above the permanent pool elevation is specified
J(ZC I A trash rack or similar device is provided for both the overflow and onfice
J (RL k A recorded drainage easement is provided for each basin including access to nearest right -
of —way
J 0W_ l 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
J (ZC m A mechanism is specified which will dram the basin for maintenance or an emergency
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) _ does X does not
incorporate a vegetated filter at the outlet
Form SYM-102 Rev 3 99 Page 2 of 4

This system (check one) _ does X does not
Maintenance activities shall be performed as follows
incorporate pretreatment other than a forebay
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
Inspect and repair the collection system (i e catch basins, piping, swales, nprap, 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 a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be as such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 31 25 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 31 25 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation = 35 00
Sediment Removal N = 31 25 75%
T / \ Sediment Removal Elevation = 31 25 75% t
____
Bottom Elevation =0000 25%
257
FOREBAY MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to 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
Form SWU-102 Rev 3 99 Page 3 of 4

the emergency dram shall be minimized to the maximum extent practical
7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name Jon � Vincent
Title Manager \
Address 1508 Military Cutoff
Phone ( 91N 1 256 —bi 01
Signature
Date
North Carolina 28403
Note The lega"sponsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident ofWe subdivision has been named the president
I, "S" }.� , V qy IS a Notary Public for the State of NRiZnsSW!Itti,.Ig
County of ,do hereby certify that a'bi1—Iryl hxyz� p'
personally appeared before me this IS-M day of Magi• J 1 7_M(^ and acknowledge the due
execution of the foregoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires
i
Form SWU-102 Rev 3 99 Page 4 of 4

State Stormwater Management Systems
` Permit No SW8 060311
Port City Community Church
Stormwater Permit No SW8 060311
New Hanover County
Designer's Certificatlon
I, JAY R Otymlve , as a duly registered PlzoF=%)oNAt "I"AL6W
in the State of North Carolina, having been authorized to observe (eno ica weekly/
full time) the construction of the project,
for Iry T V/NcEyor (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
11 ROAD HP RQ[ICAMN ♦'tNO SLICII►T BOILpiNCj p4MW pLAIQ MOD,FIC#$pON
iNCIeEW'F-b THE QUA OVM TT►E PMn)TrEb A+LLOCP}pom 4 ► obIFIC671oN
'Til THE EXISflNC, P4mmm(swe G6o3/)) Is REINCT APPLI6D rLR AT MIS 'T ma
.�t C Ai?O/��i�
Sign re
Registr on Number ;P6331% _ EAL r =Bjiy�
Date 141- 14UG - Z40q "
n
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Page 6 of 7

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Hr' 1' 0000 1FU 1JHI I IVI.ULIYK WiKU
nu ide r e
State Stormwater Management Systems
Permit No SW8 060311
Certification Requirements
JPC. 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
ja�_ 3 All the built -upon area associated with the protect is graded such that the
runoff drains to the system
dtZL 4 All roof drains are located such that the runoff is directed Into the system
dMr— 5 The outlet/bypass structure elevations are per the approved plan
Jac 6 The outlet structure is located per the approved plans
J(LC 7 Trash rack is provided on the outlet/bypass structure
JRC 8 All slopes are grassed with permanent vegetation
,IRC 9 Vegetated slopes are no steeper than 3 1
IgC__10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
Jac_ 11 The permitted amounts of surface area and/or volume have been
provided
JR� 12 Required drawdown devices are correctly sized per the approved plans
JAC 13 All required design depths are provided
J(K 14 All required parts of the system are provided, such as a vegetated shelf
and a forebay
JW_ 15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

Apr 18 2006 10 21AM HP LASERJET FAX p 1
Coastal Land Design, PLLC. Fax Transmittal
P O Box 1172 Wilmington, NC 28402
Phone [phone] Fax [phone]
To
Robert Gordon
Fax (910) 350 - 2004
From
Jay Carmine
CC
Re
Port City
Community Church
Pages 5 (Including Cover)
Date
18-April-
006
Job # 400-01
IF YOU DO NOT RECEIVE
THIS DOCUMENT CLEARLY
PLEASE CALL [phone]
❑ This is your original
❑ Original to be mailed
Robert,
Attached are selec ed pages from the Operating Agreement for Next Step Properties of Wilmington,
LLC that were refe enced in my last response letter I did not fax all of them because it was such a
lengthy document If you require all of them, please let me know and I can bring it with me when I initial
the original signatu a page of the application today
Thank you,
Jay _,—
Fax-RobertGordon SWRFI-041806 doc

Apr 18 2006 10 21RM HP LRSERJET FAX
, I - 5
p 2
TH
t` OF WILM
North Caro
v'n by and am(
defined bel
11
following i
may be
OPERATING AGREEMENT
OF
NEXT STEP PROPERTIES OF WILMINGTON, LLC
OPERATING AGREEMENT (this "Agreement") of NEXT STEP PROPERTIES
GTON, LLC, (the "Company") a Limited Liability Company organized pursuant to
la Limited Liability Company Act, is executed effective as of the_ day of April, 2005,
g the Company and the persons executing this Agreement as the initial Members (as
�)
ARTICLE I - DEFINITIONS
Defmltions The following terms used in this Agreement shall have the
(unless otherwise expressly provided herein)
(a) "Act" means the North Carolina Limited Liability Company Act, as the same
ad from time to time
(b) "Adjusted Capital Account" means, with respect to a Member, the balance in
such Member's Capital Account at the end of the relevant fiscal year, as determined in accordance
with Treasury regulation Section 1 704-1(b)(2)(iv)
(c)"ALt-clesof Organization" means theArticles of Organizat3onofthe Company
filed with the Secretary of state, as amended or restated from time to time
(d) "Capital Account" means for each Member the account established pursuant
to Section 8 2 iereof and maintained in accordance with the provisions of this Agreement
(e) "Capital Contribution" means any contribution to the capital ofthe Company
in cash or pror arty by a Member whenever made and "Capital Unit" shall represent the unit value
assigned to each capital contribution which shall be one unit for each $1,000 00 contribution
f) "Code" means the Internal Revenue Code of 1986, as amended from time to
time (and any corresponding provisions of succeeding law)
g) "DlstnbutableCash" means, with respect tothe Company for a period oftime,
all fiends of the Company on hand or in bank accounts of the Company as, in the discretion of the
Managers, is av ulable for distribution to the Members afterprovision has been made for (1) payment
of all operatin expenses of the Company as of such time, (11) provision for payment of all
outstanding an unpaid current obligations of the Company as of such time, and (ni) provision for
such reserves the Managers deem necessary or appropriate for Company operations
the Company
1) "Fiscal Year" means the calendar year, provided that the first Fiscal Year of
ill commence on February 28, 2005, and continue through December 31, 2005

Rpr 18 2006tt1�0 21AM HP LRSERJET FAX p 3
r ,!,T:� `�,YAL ' :
`t lti' t
V "' (i) "Income" means, for each Fiscal Year or other period, each item of income
had,oi t as det ined, recognized and classified for federal income tax purposes, provided that any
income or gair that is exempt from federal income tax shall be included as if it were an item of
taxable incom
0) "Initial Capital Contribution" means the initial contribution to the capital of
the Company ade by a Member pursuant to Section 8 l(a) of this Agreement
(k) "Loss' means, for each Fiscal Year or other period, each item of loss or
deduction as determined, recognized and classified for federal income tax purposes, increased by (1)
expenditures eescnbed in Section 705(a)(2)(B) of the Code, (u) expenditures contemplated by
Section 709 o the Code (except for amounts with respect to which an election is properly made
under Scction 09(b) of the Code), and (ui) expenditures resulting in a deduction for a loss incurred
in connection with the sale or exchange of Company property that is disallowed to the Company
under Section 67(a)(1) or Section 707(b)
(1) "Ma on " means, with respect to any referenced group of Managers, a
combination of any of such Managers constituting more than fifty percent (50%) of the number of
Managers of s ich referenced group who are then elected and qualified
(m) "Malonty of Interest' means, with respect to any referenced group of
Members, a combination of any of such Members who, in the aggregate, own more than fifty percent
(50°/u) of the Memberslup, Interests owned by all of such referenced group of Members
(n) "Manager" means each entity designated as a Manageron Schedule II, hereto,
or any other Person that succeeds such Managerin his capacity as Manager or any other Persons who
are elected to act as Managers of the Company as provided herein "Managers" refers to such
Persons as a pup
(o) "Member" means each entity designated as a Member of the Company on
Schedule I he eto, or any additional Member admitted as a Member of the Company in accordance
with ARTIC E X "Members" refers to such Persons as a group
(p) "Membership Interest" means all of a Member's rights in the Company,
including wit] out limitation, the Member's share of the profits and losses ofthe Company, the nghts
to receive dis lions of the Company's assets, any tight to vote and any right to participate in the
management f the Company as provided m the Act and this Agreement As to any Member,
Membership nterest shall mean the percentage set forth opposite such Member's name on Schedule
I hereto
period, (i) t}
of the Loss
Net Income
from such c
(q) "Net Income" and "Net Loss" means, for each Fiscal Year or other relevant
excess of the income for such period over the Loss for such period, or (n) the excess
r such period over the Income for such period, respectively, provided, however, that
id Net Loss for a Fiscal Year or other relevant period shall be computed by excluding
nputabon any Income specially allocated under Section 8 1
-2-

npr 18 2008 10 21RM HP LFSERJET FRX
p 4
` Ons Captions are included solely far convenience of reference and if there is
tree captions and the text of this Agreement, the text shall control
r In rI74' enefitsofAgreement Nothing in this Agreement expressed orimplied, isintended
l�pllk�e con trued to give to any creditor of the Company or any creditor of any Member or any
`.itbeiperson or entity whatsoever, other than the Members and the Company, any legal or equitable
tight, remedy o claim under or in respect of this Agreement or any covenant, condition or prove sions
herein contained, and such provisions are and shall be held to be for the sole and executive benefit
of the Members and the Company
12.15 ounterparts This Agreement maybe executed in multiple counterparts, each of
which shall be deemed an onginal for all purposes and all of which when taken together shall
constitute a sing le counterpart instrument Executed signature pages to any counterpart instrument
maybe detached and affixed to a single counterpart, which single counterpart with multiple executed
signature page affixed thereto constitutes the original counterpart instrument All of these
counterpart pag s shall be read as though one and they shall have the same force and effect as if all
of the parties h d executed a single signature page
IN WITNESS WHEREOF, the undersigned, being the initial Manager and all of the
Members of the Company, have caused this Agreement to be duly adopted by the Company as of
the day of March, 2005, and do hereby assume and agree to be bound by and to perform all
of the terms and provisions set forth in this Agreement
Alan Brown
Gregory P
t:l
tw
}meson Ki
hCJ
(�I Robert Huckabee�3f g e,
-22-
kroL'tf:{ua :�aaxsSx st-ili.x 6tdtii w.r:. "...'�.:'i 'YLYSPmx?,�':.7 Ju :t:L.+�vC%L.t�S+'� '_,''yt � 'h'n >rt —. ' n AL11: r$i f+ww+n!. J n , "' � }� �; u^ max. r - A ) . n ` n :

Rpr 18 2006 10 22RM HP LRSERJET FAX
OF T . �.
�jV
CiJn�P4,
HE POSITION AS MANAGERS AND`AGREE TO I
I3ION OF THIS OPERATING AGREEMENT
ya°°Oi�ATED MarFh 2005
-24-
BY THE TERMS AND
p 5
m

Coastal Land Design, PLLC.
P O Box 1172 Wilmington, NC 28402
Phone [phone] Fax [phone]
To
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington NC 28405
Attn
Mr Robert Gordon
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date Apn105 2006
File 40100
Subject Port City Community Church
Express Stormwater Submittal
Project Number SW8 060311
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No
Description
1
Copy
Request for Additional Information
1
Original
Response to Request for Additional Information
1
Original
Updated Stormwater Management Permit Application Form (Pages 2 and 4)
1
Copy
Updated Stormwater Management Permit Application Form (Pages 2 and 4)
1
Original
Updated Wet Detention Basin Supplement (Pages 1 and 2)
1
Original
Updated Stormwater Design Narrative
1
Original
Updated Stormwater Design Supplemental Calculations
2
Rev 1
Revised Stormwater Management Plans (Cover SW 1 SW 2 SW 3 and SW 4)
-.14VVJ311 V
REMARKS
\
\ 110
CC File
PLLC
401 00 Transmittal NCDENR 040706 doc

Stormwater Management Plan
Supplemental Calculations in Response to
Request for Additional Information (SW8 060311)
For
Port City Community Church
Cardinal Drive Project
Wilmington, New Hanover County, NC
Prepared for
Next Step Properties of Wilmington, LLC
1508 Military Cutoff Road, Suite 302
7APR
CFTVED Wilmington, NC 28403 "�.""�tNuUAA
1 0 0006 � �O4 OfESS��
Q
_ SEAL
-- Prepared by 028858
Coastal Land Design, PLLC
Crvd Engineering / Landscape Architecture / Construction Mlnagement
P 0 Box 1172
WtlmingLon NC28402
04-April-2006
Phone [phone]
Fax [phone]
4171106

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Supplemental Calculations
(Catchbasin Design)
For
Port City Community Church
Cardinal Drive Project
Wilmington, New Hanover County, NC

Port City Community Church Cardinal Drive Project
New Hanover County North Carolina
East Section Stormwater Catchbasin Schedule
Designer Jay Carmine E I
Checked Jeff Petroff P E
Date 4/4/2006 11 19
File Location Y \CLD Projects\400 00 Port City Church\401 00 Cardinal Drive Project\Admin\STORMWATER\DESIGN
DOCS\[401 00 PC3 Piping System x[s]CB Design (east)
Page 1 of 1
Catch Basin
ID
Drainage
Basin
Total
Basin
Roadway
Im ervious
Building
Im ervious
Sidewalk
Im ervious
Parking
Im ervious
Remaining
Pervious
Basin
C
Percent
Impervious
Mean
Veloat
Basin
Len th
Time of
Concentration
no
name
s/
s/
s/
s/
s/
s/
%
tom I
f#Imin
1
cb02
8 265
6 492
0
0
462
1 311
079
84
51
300
59
2
cb03
6 416
3 480
0
0
472
2 464
063
62
47
160
34
3
cb04
9 021
0
0
0
8 475
546
086
94
53
135
26
4
cb05
11 374
0
0
0
10 843
531
087
95
53
155
29
5
cb06
6 736
0
0
0
5 725
1 011
079
85
51
150
29
6
cb07
6 926
0
0
0
6 255
671
083
90
52
165
32
7
cbc8
6 970
0
0
0
6 431
539
085
92
52
155
30
8
cb09
16 223
0
0
0
13 899
2 324
080
86
51
175
34
9
cb10
10 057
0
0
0
9 411
646
086
94
53
140
27
10
cb11
2 298
1 132
0
412
464
290
081
87
52
255
49
11
cb12
6 067
2 370
0
584
446
2 667
059
56
46
200
43
12
cb13
11504
0
0
0
4639
6865
048
40
44
90
21
13
cb14
9 767
0
0
0
9 196
571
086
94
53
140
27
14
cb28
7 078
4 299
0
0
0
2 779
063
61
47
160
34
15
y12l
3 929
0
704
517
0
2 708
042
31
42
90
21
16
cb32
5 721
0
0
0
5 302
419
085
93
52
120
23
17
cb36
4 118
4 118
0
0
0
0
090
100
54
255
48
18
cb15
1180
0
0
0
1056
124
083
89
52
70
13
19
cb29
3 681
3 140
0
0
0
541
080
85
51
160
31
20
V122
6194
0
2 808
580
0
2 806
058
55
46
125
27
21
cb33
5 008
0
0
0
4 880
128
088
97
53
105
20
22
d 16
12 526
0
0
0
12 076
450
087
96
53
90
1 7
23
y123
10 551
0
6 682
1 439
0
2 430
074
77
50
145
29
24
cb33a
3 307
0
0
0
2 911
396
082
88
52
90
1 7
25
yi17
7 346
0
4 671
1 497
0
1 178
079
84
51
120
24
26
y124
9 388
0
6 378
743
0
2 267
073
76
50
140
28
27
Y118
12 248
0
9 641
1 271
0
1 336
082
89
52
115
22
28
y125
0
10 547
963
0
2 212
079
84
51
125
25
29
119
0
5 326
1 853
0
2 418
072
75
49
105
21
30
20
0
704
821
0
5 006
036
23
41
125
31
31
cb34
0
0
0
860
10
089
99
53
60
1 1
32
cb30
0
0
245
1 071
45
088
97
53
80
15
33
d 26
t29522952
0
0
0
11 746
568
0 87
95
53
90
1 7
34
d 35
0
6 695
4 332
0
146
089
99
53
135
25
35
cb31
0
0
711
935
0
090
100
54
95
18
36
d 27
0
0
0
13 490
882
086
94
53
115
2
213
37
cb33b
2 952
0
772
0
10 032
039
27
42
220
38
cb33c
2 952
0 10
0
0
0 90
100
54
105
2 0
Inlet ffesen Totals
292193
30935
54156 1
16740
131045
59317 1
076 1
80 l<
Percentim ernous sf/sf

Port City Community Church Cardinal Drive Project
New Hanover County North Carolina
West Section Stormwater Catchbasin Schedule
Designer Jay Carmine E I
Checked Jeff Petroff P E
Date 4/420061119
File Location Y \CLD Projects\400-00 Port City Church\401 00 Cardinal Drive Project\Admin\STORMWATER\DESIGN
DOCS\[401 00 PC3 Piping System xls]CB Design (west)
Page 1 of 1
Catch Basin
ID
Drainage
Basin
Total
Basin
Roadway
Impervious
Building
Impervious
Sidewalk
Impervious
I Parking
Impervious
I Remaining
Pervious
I Basin
C
Percent
Im ervious
Mean
Velocity
Basin
Length
Time of
Concentration
no
name I
I [sf7
I fsflsl
s/l
I Isf7
I IsfI%
/ m
ft
mrn
1
cb38
6 116
3 318
0
0
462
2 338
063
62
47
190
40
2
cb39
5 144
0
0
0
4 856
288
086
94
53
95
1 8
3
cb40
846
0
0
0
834
12
089
99
53
60
11
4
cb41
1160
0
0
0
1034
126
082
89
52
70
14
5
d 42
7 746
0
0
1 137
5 788
821
083
89
52
100
19
6
d 43
6 552
0
0
472
5 074
1 006
079
85
51
105
21
7
y45
8 218
0
5 812
1 024
0
1 382
078
83
51
90
18
B
y146
2 556
0
1 039
548
0
969
063
62
47
100
21
9
yA7
4 340
0
1 370
1 356
0
1 614
064
63
47
65
14
10
yA8
9 513
0
8 358
661
0
494
086
95
53
170
32
11
y149
5 247
0
4 600
524
0
123
088
98
53
120
23
12
y15O
4 653
0
2 623
1 382
0
648
080
86
51
135
26
13
cb51
8 167
0
0
290
7 521
356
087
96
53
120
23
14
d 58
5206
0
0
0
5 161
45
089
99
53
65
12
15
cb52
5 897
2 887
0
0
0
3 010
054
49
45
170
38
16
cb59
9 335
0
0
0
9 173
162
089
98
53
205
38
17
cb53
2 945
1 935
0
0
0
1 010
066
66
48
115
24
18
cb60
7 632
0
0
0
7 282
350
087
95
53
170
32
19
cb54
13 197
0
0
402
12 111
684
086
95
53
210
40
20
cb55
3 061
0
0
0
2 316
745
073
76
50
100
20
21
cb56
3 299
0
0
0
3 299
0
090
100
54
130
24
22
cb57
1 467
1 467
0
0
0
0
090
100
54
130
24
23
cb61
3 295
2 874
0
0
0
421
081
87
51
171
33
24
cb62
2 111
1975
0
0
0
136
085
94
53
172
33
25
cb59a
5 976
2 687
0
696
0
2 593
060
57
46
210
45
26
cb59b
2 687
2 687
0
0
0
0
090
100
54
190
35
27
cb60a
2 921
1 236
0
241
0
1 444
055
51
45
120
26
28
cb60b
1 236
1 236
0
0
0
0
090
100
54
100
19
Inlet 2 fes37
Totals
140 525
14 456
23 802
8 492
64 911
28 864
076
79
< Percent Im ervious sf/s

Supplemental Calculations
(Piping Schedule)
For
Port City Community Church
Cardinal Drive Project
Wilmington, New Hanover County, NC

Storm Sewer Inventory Report
Page 1
Line
Alignment
Flow Data
Physical Data
Line ID
No
Dnstr
Line
Deg
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M
(ft)
(in)
(n)
(K)
(ft)
1
End
667
888
Comb
000
0 19
079
60
2800
1 00
2867
30
Cir
0 011
070
3875
cb02 fes01
2
1
238
240
Comb
000
0 15
063
30
2867
1 01
2891
30
Cir
0 011
1 50
3875
cb03 cb02
3
2
900
774
Comb
000
021
086
30
2891
1 00
2981
24
Cir
0 011
070
4000
cb04 cb03
4
3
1150
126
Comb
000
026
087
30
2981
1 00
3096
24
Cir
0 011
050
4000
cb05 cb04
5
4
1752
7 7
Comb
000
0 15
079
3 0
3096
075
3227
24
Cir
0 011
1 25
41 00
cb06 cb05
6
5
1306
726
Comb
000
0 16
0 83
3 0
3227
075
3325
24
Cir
0 011
070
4200
cb07 cb06
7
6
1220
11 3
Comb
000
0 16
0 85
3 0
3325
075
3416
24
Cir
0 011
1 50
4200
cb08 cb07
8
7
228 2
156
Comb
000
037
080
3 0
34 16
075
3587
24
Cir
0 011
050
4200
cb09 cb08
9
8
245
5 7
Comb
000
023
086
3 0
3587
073
3605
24
Cir
0 011
1 50
4200
cb10 cb09
10
9
1154
9 0
Comb
000
005
0 81
5 0
3605
0 50
36 63
24
Cir
0 011
1 50
4200
cbi 1 cb10
11
10
208
81 0
Comb
000
014
0 59
4 0
3663
048
3673
24
Cir
0 011
050
4200
cb12 cbi 1
12
11
158
8 8
Comb
000
026
048
2 0
3673
0 51
3681
24
Cir
0 011
1 00
4200
cb13 cb12
13
2
407
61 1
Comb
000
022
0 86
3 0
28 91
1 01
2932
24
Cir
0 011
1 10
4000
cb14 cb03
14
3
64 7
288
Comb
000
016
0 63
3 0
2981
1 00
3046
24
Cir
0 011
1 25
4000
cb28 cb04
15
7
802
91 7
DrGrt
000
009
042
2 0
34 16
1 00
3496
24
Cir
0 011
1 50
4425
p21 cb08
16
9
1268
860
Comb
000
013
085
2 0
3605
075
3700
24
Cir
0 011
070
4300
cb32 c1b10
17
10
51 0
5 4
Comb
000
009
090
5 0
3663
1 00
37 14
24
Cir
0 011
1 00
41 75
036 cb11
18
13
52 0
425
Comb
000
003
083
1 0
29 32
1 00
29 84
24
Cir
0 011
1 50
41 50
cb15 cb14
19
14
280
738
Comb
000
0 08
080
3 0
3046
0 86
3070
24
Cir
0 011
1 00
4000
029 cb28
20
15
54 5
80 9
DrGrt
000
014
058
3 0
3496
1 01
35 51
24
Cir
0 011
1 10
4425
y22 y21
21
16
1675
245
Comb
000
Oil
0 88
2 0
3700
075
3826
24
Cir
0 011
070
4300
cb33 cb32
Protect File 401 00 SWP 1 East Piping System 040406 stm
Number of lines 38
Date 04 04 2006
Hydratlow Storm Sewers 20W3

Storm Sewer Inventory Report
Page 2
Line
Alignment
Flow Data
Physical Data
Line ID
No
Dnstr
Line
DO
June
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M
(ft)
(m)
(n)
(K)
(ff)
22
18
81 8
800
DrGrt
Goo
029
087
20
2984
1 00
3066
24
Cir
0 011
1 25
4225
dg16 cb15
23
20
880
487
DrGrt
000
024
074
30
3551
1 00
3639
24
Cir
0 011
050
4425
y123 y22
24
21
32 1
161
Comb
000
008
082
20
3826
075
3850
24
Cir
0 011
1 10
4300
cb33a cb33
25
24
40 1
51 0
Comb
000
032
039
50
3850
050
3870
18
Cir
0 011
050
4200
cb33b cb33a
26
25
280
00
Comb
000
007
090
20
3870
050
3884
18
Cir
0 011
1 00
4200
c1b33c c1b331b
27
22
111 6
566
DrGrt
000
017
079
20
3066
1 00
31 78
24
Cir
0 011
1 50
4425
y117 dg16
28
23
677
64
DrGrt
000
022
073
30
3639
1 00
3707
24
Cir
0 011
070
4425
y24 y23
29
27
854
866
DrGn
000
028
082
20
31 78
1 00
3263
24
Cir
0 011
050
4425
yi18 y07
30
28
141 5
31 2
DrGrt
000
032
079
20
3707
1 00
3849
24
Cir
0 011
1 00
4425
y25 y24
31
29
897
02
DrGrt
000
022
072
20
3263
1 00
3353
24
Cir
0 011
050
4425
y119 y118
32
31
1208
1 6
DrGrt
000
015
036
30
3353
1 00
3474
24
Cir
0 011
1 00
4325
y120 y09
33
13
17 1
04
Comb
000
002
089
1 0
2932
1 00
2949
24
Cir
0 011
1 00
4000
cb34 cb14
34
18
600
186
Comb
000
003
088
20
2984
1 00
3044
24
Cir
0 011
1 50
4300
c1b30 cb15
35
22
121 3
286
DrGrt
000
028
087
20
3066
1 00
31 87
24
Cir
0 011
050
4225
dg26 dg16
36
27
902
83 1
DrGrt
000
026
089
30
31 78
1 00
3268
24
Cir
0 011
1 00
4425
dg35 yil7
37
34
208
900
Comb
000
004
090
20
3044
1 01
3065
24
Cir
0 011
1 00
4300
cb31 cb30
38
35
1257
00
DrGrt
000
033
086
20
31 87
1 00
33 13
24
Cir
0 011
1 00
4225
dg27 dg26
Project File 401 00 SWP 1 East Piping System 040406 stm
Number of lines 38
Date 04 04 2006
Hydl.fl. Storm Sewers 2003

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd I Rim Elev,
Line ID
coeff
(I)
flow
full
LineFLTI
Incr
Total
IncrTotal
Inlet
Syst
Size
Slope
Up
Dn
Up
Dn
Up
Dn
(ft)
(ac)
(ac)
(C)
(min)
(min)
(inlhr)
(cfs)
(cfs)
(ft/s)
(m)
I%)
(ft)
(ft)
(ft)
(ft)
M
(ft)
1
End
667
0 19
670
079
0 15
508
6 0
230
5 5
2802
4858
5 71
30
1 00
2867
28 00
3522
35 00
3875
000
c1b02 fes01
2
1
238
0 15
6 51
063
009
4 93
3 0
229
5 5
2722
4864
5 55
30
1 01
2891
2867
3565
35 58
3875
3875
cb03 c1b02
3
2
90 0
0 21
4 04
0 86
0 18
2 95
3 0
147
6 5
1909
2673
608
24
1 00
2981
2891
36 83
3637
4000
3875
004 c1b03
4
3
1150
026
359
0 87
023
2 61
3 0
14 3
6 5
1698
2673
540
24
1 00
3096
2981
3770
3723
4000
4000
c1b05 c1b04
5
4
1752
0 15
333
079
0 12
2 38
3 0
138
6 6
1568
2311
4 99
24
075
3227
3096
3853
3792
41 00
4000
cb06 cb05
6
5
1306
016
3 18
083
013
226
3 0
134
6 6
1504
2315
4 79
24
075
3325
3227
3942
3901
4200
41 00
cb07 cb06
7
6
1220
0 16
302
0 85
014
213
3 0
129
6 7
1428
2309
4 55
24
075
34 16
3325
4002
3967
4200
4200
cb08 cb07
8
7
2282
037
1 85
0 80
030
1 28
3 0
11 7
6 9
885
2314
2 82
24
075
3587
34 16
4075
4050
4200
4200
cb09 c1b08
9
8
24 5
023
148
0 86
020
0 99
3 0
11 6
6 9
6 83
2291
2 17
24
073
3605
3587
40 83
4082
4200
4200
cb10 c1b09
10
9
1154
005
0 54
0 81
004
0 33
5 0
9 0
7 3
2 41
1895
077
24
050
3663
3605
40 95
4094
4200
4200
cb11 c1b10
11
10
208
0 14
040
0 59
0 08
0 21
4 0
4 0
8 1
1 69
1852
0 54
24
048
3673
3663
4097
4096
4200
4200
cbl2 cbl 1
12
11
158
026
026
048
0 12
012
2 0
2 0
8 1
1 02
1904
032
24
0 51
36 81
3673
40 97
4097
4200
4200
cb13 c1b12
13
2
407
022
232
0 86
0 19
1 88
3 0
228
5 5
1042
2683
332
24
1 01
29 32
28 91
3643
3637
4000
38 75
cb14 cb03
14
3
647
0 16
024
063
0 10
016
3 0
5 8
8 0
1 31
2679
042
24
1 00
3046
29 81
3723
3723
4000
4000
c1b28 c1b04
15
7
802
009
1 01
042
0 04
0 71
2 0
8 1
7 5
533
2669
1 70
24
1 00
34 96
34 16
40 54
4050
4425
4200
y12l c1b08
16
9
1268
0 13
0 71
0 85
0 11
046
2 0
9 7
7 2
333
2314
1 06
24
075
3700
3605
4096
4094
4300
4200
c1b32 c1b10
17
10
51 0
009
009
0 90
008
0 08
5 0
5 0
8 1
066
2673
0 21
24
1 00
37 14
3663
4097
4096
41 75
4200
cb36 cbl 1
18
13
520
003
208
0 83
002
167
1 0
226
5 6
9 31
2674
2 96
24
1 00
2984
2932
3668
3662
41 50
4000
cb15 cb14
19
14
280
008
0 08
0 80
006
006
3 0
3 0
8 1
0 52
2475
0 17
24
086
3070
3046
3724
3724
4000
4000
cb29 cb28
20
15
54 5
0 14
0 92
058
008
067
3 0
7 6
7 6
5 11
2685
1 63
24
1 01
35 51
34 96
4062
4060
4425
4425
y22 y12l
21
16
1675
0 11
058
0 88
0 10
035
2 0
6 6
7 8
273
2318
087
24
075
3826
3700
4099
4097
4300
4300
cb33 cb32
Project File 401 00 SWP 1 East Piping System 040406 stm
Number of lines 38
Run Date 04 04 2006
NOTES Intensity = 155 43 / (Inlet time + 26 20) ^ 0 86 Return period = 25 Yrs
Hydraflow Storm Sewers 2W3

Storm Sewer Tabulation
Page 2
Station
Len
Drng Area
Rnoff
Area x C
Tc
1
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd I Rim Elev
Line ID
coeff
(I)
flow
full
Line
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Up
Dn
Up
Dn
Up
Dn
FLn
(ft)
(ac)
(ac)
(C)
(min)
(min)
(m/hr)
(cfs)
(cfs)
(ftls)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
22
18
81 8
029
1 98
087
025
1 59
20
222
56
887
2676
282
24
1 00
3066
2984
3698
3689
4225
41 50
dg16 cb15
23
20
880
024
078
074
018
059
30
67
78
461
2673
1 47
24
1 00
3639
3551
4069
4067
4425
4425
y23 y122
24
21
32 1
008
047
082
007
025
20
58
80
202
2312
064
24
075
3850
3826
41 00
41 00
4300
4300
cb33a cb33
25
24
401
032
039
039
0 12
019
50
50
81
1 53
877
087
18
050
3870
3850
41 01
41 01
4200
4300
cb33b cb33a
26
25
280
007
007
090
006
006
20
20
81
051
878
029
18
050
3884
3870
41 02
41 02
4200
4200
cb33c c1b331b
27
22
111 6
0 17
1 08
079
0 13
081
20
21 3
57
459
2678
146
24
1 00
31 78
3066
3717
37 13
4425
4225
yt17 dgl6
28
23
677
022
054
073
016
041
30
56
80
331
2678
1 05
24
1 00
3707
3639
4072
4071
4425
4425
y124 y123
29
27
854
028
065
082
023
044
20
201
58
257
2667
082
24
1 00
3263
31 78
3722
3722
4425
4425
yt18 y117
30
28
141 5
032
032
079
025
025
20
20
81
206
2677
066
24
1 00
3849
3707
4074
4073
4425
4425
y125 y124
31
29
897
022
037
072
016
021
20
174
61
1 30
2677
041
24
1 00
3353
3263
3723
3723
4425
4425
y09 y118
32
31
1208
015
0 15
036
005
005
30
30
81
044
2675
014
24
1 00
3474
3353
3723
3723
4325
4425
y120 y119
33
13
17 1
002
002
089
002
002
1 0
1 0
81
015
2668
005
24
1 00
2949
2932
3662
3662
4000
4000
cb34 cb14
34
18
600
003
007
088
003
006
20
57
80
050
2673
016
24
1 00
3044
2984
3689
3689
4300
41 50
cb30 cbl5
35
22
121 3
028
061
087
024
053
20
48
81
430
2670
1 37
24
1 00
31 87
3066
37 16
37 13
4225
4225
dg26 dgl6
36
27
902
026
026
089
023
023
30
30
8 1
1 89
2670
060
24
1 00
3268
31 78
3722
3722
4425
4425
dg35 y117
37
34
208
004
004
090
004
004
20
20
8 1
029
2684
009
24
1 01
3065
3044
3689
3689
4300
4300
c1b31 cb30
38
35
i
1257
033
I
033
I
086
028
028
20
20
8 1
231
2676
074
24
1 00
3313
31 87
37 19
37 18
4225
4225
dg27 dg26
-
Protect File 401 00 SWP 1 East Piping System 040406 stm
Number of lines 38
Run Date 04 04 2006
NOTES Intensity = 155 43 / (Inlet time + 26 20) " 0 86 Return period = 25 Yrs
Hydraflow Storm Sewers 2003

Inlet Report
Page 1
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
Byp
No
CIA
carry
capt
byp
type
line
Ht
L
area
L
W
So
W
SW
Sx
n
depth
spread
depth
spread
Dep
No
(cfs)
(cfs)
(cfs)
(cfs)
(in)
(ft)
(sgft)
(ft)
(ft)
(f ift)
(ft)
(ft/ft)
(fuft)
(ft)
(ft)
(ft)
(ft)
(in)
1
cb02
1 19
000
1 19
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
015
1 50
015
1 50
000
Off
2
cb03
077
000
077
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
012
1 20
012
1 20
000
Off
3
cb04
1 47
000
147
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
017
1 70
017
1 70
000
Off
4
cb05
1 84
000
1 84
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
020
200
020
200
000
Off
5
cb06
097
000
097
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
013
1 30
013
1 30
000
Off
6
cb07
1 08
000
1 08
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
014
1 40
014
1 40
000
Off
7
cb08
1 11
000
1 11
000
Comb
60
300
300
300
200
Sag
200
0 100
0 030
0 000
015
1 50
015
1 50
000
Off
8
cb09
241
000
241
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
024
390
024
390
000
Off
9
cb10
1 61
000
161
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
0 19
1 90
0 19
1 90
000
Off
10
cb11
033
000
033
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
007
070
007
070
000
Off
11
cb12
067
000
067
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
0 11
1 10
0 11
1 10
000
Off
12
cb13
1 02
000
1 02
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
014
1 40
014
1 40
000
Off
13
cb14
1 54
000
1 54
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
0 18
1 80
0 18
1 80
000
Off
14
cb28
082
000
082
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
0 12
1 20
0 12
1 20
000
Off
15
y121
031
000
031
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
005
782
005
782
000
Off
16
cb32
090
000
090
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
013
1 30
013
1 30
000
Off
17
cb36
066
000
066
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
010
1 00
010
1 00
000
Off
18
cbl5
020
000
020
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
005
050
005
050
000
Off
19
cb29
052
000
052
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
009
090
009
090
000
Off
20
y22
066
000
066
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
008
11 02
008
11 02
000
Off
21
cb33
079
000
079
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
012
1 20
0 12
1 20
000
Off
22
dgi6
206
000
206
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
0 18
2009
0 18
2009
000
Off
Project File 401 00 SWP 1 East Piping System 040406 sthD F File Brco_ver8 IDF
Number of lines 38
Run Date 04 042006
NOTES Inlet N Values = 0 016 Intensity = 155 431(Inlet time + 26 20) ^ 0 86 Return period = 25 Yrs Indicates Known Q added
Hydreflow Storm Sewers 2003

Inlet Report
Page 2
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
Byp
No
CIA
carry
capt
byp
type
line
Ht
L
area
L
W
So
W
Sw
Sx
n
depth
spread
depth
spread
Dep
No
(cfs)
(cfs)
(cfs)
(cfs)
(in)
(ft)
(sqft)
(ft)
(ft)
(ft/ft)
(ft)
Milt)
(ft/ft)
(ft)
(ft)
(ft)
(ft)
(m)
23
p23
1 45
000
1 45
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
014
1652
014
1652
000
Off
24
cb33a
053
000
053
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
009
090
009
090
000
Off
25
cb33b
1 02
000
1 02
000
Comb
60
400
300
400
200
Sag
200
0 100
0 030
0 000
010
1 03
013
1 15
200
Off
26
cb33c
051
000
051
000
Comb
60
400
300
400
200
Sag
200
0 100
0 030
0 000
005
053
008
071
200
Off
27
yi17
1 09
000
1 09
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
012
1422
012
1422
000
Off
28
y24
1 31
000
1 31
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
013
1565
013
1565
000
Off
29
y118
1 87
000
1 87
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
017
1905
017
1905
000
Off
30
y25
206
000
206
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
018
20 12
018
20 12
000
Off
31
y119
1 29
000
1 29
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
013
1553
0 13
1553
000
Off
32
y120
044
000
044
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
006
911
006
9 11
000
Off
33
cb34
015
000
015
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
004
040
004
040
000
Off
34
cb30
022
000
022
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
005
050
005
050
000
Off
35
dg26
1 98
000
1 98
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
018
1970
018
1970
000
Off
36
dg35
1 89
000
1 89
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
017
19 13
017
1913
000
Off
37
cb31
029
000
029
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
006
060
006
060
000
Off
38
dg27
231
000
231
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
019
21 49
019
21 49
000
Off
Project File 401 00 SWP 1 East Piping System 040406 sthD F File Brco_ver8 IDF
Number of lines 38
Run Date 04 04 2006
NOTES Inlet N Values = 0 016 Intensity = 155 43 / (Inlet time + 26 20) " 0 86 Return period = 25 Yrs Indicates Known Q added
Hydra0ow Storm Sewers 2003

Storm Sewer Inventory Report
Page 1
Line
Alignment
Flow Data
Physical Data
Line ID
No
Dnstr
Line
Deft
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J loss
Inlet/
line
length
angle
type
0
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No
(ff)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M
(ft)
(m)
(n)
(K)
(ft)
1
End
969
1409
Comb
000
0 14
063
40
2800
391
31 79
24
Cu
0 011
1 10
3875
cb38 fes37
2
1
179
499
Comb
000
0 12
086
20
31 79
1 17
3200
24
Ctr
0 011
1 50
4000
cb39 cb38
3
2
17 1
546
Comb
000
002
089
1 0
3200
1 00
3217
18
Cu
0 011
1 00
4000
cb40 cb39
4
2
450
150
Comb
000
003
082
1 0
32 17
1 00
3262
18
Cir
0 011
1 10
41 50
cb41 cb39
5
4
626
51 2
DrGrt
000
0 18
083
20
3262
1 01
3325
18
Cir
0 011
050
4225
dg42 cb41
6
5
103 1
100
DrGrt
000
0 15
079
20
3325
1 00
3428
18
Cir
0 011
1 50
4350
dg43 dg42
7
6
452
832
DrGrt
000
019
078
20
3448
1 00
3493
18
Cir
0 011
1 50
4425
y145 Ib44
8
7
1045
81 3
DrGrt
000
006
063
20
3493
1 00
3597
18
Cir
0 011
050
4425
y146 yt45
9
8
298
95
DrGrt
000
010
064
1 0
3597
1 01
3627
18
Cir
0 011
1 50
4425
y147 y146
10
9
1076
91 7
DrGrt
000
022
086
30
3627
1 00
3735
18
Cir
0 011
050
4425
y148 y47
11
10
672
67
DrGrt
000
012
088
20
3735
1 00
3802
18
Cir
0 011
050
4425
y149 yt48
12
11
559
53
DrGrt
000
Oil
080
30
3802
1 00
3858
18
Cir
0 011
1 00
4425
y150 yA9
13
2
111 3
944
Comb
000
019
087
20
3200
1 00
33 11
18
Cir
0 011
050
41 00
c1b51 cb39
14
6
1291
1 7
DrGrt
000
012
089
1 0
3448
1 00
3577
18
Cir
0 011
070
4250
dg58 Ib44
15
13
548
76
Comb
000
014
054
40
33 11
084
3357
18
Cir
0 011
1 25
3950
052 cb51
16
14
1040
287
Comb
000
021
089
40
3577
1 00
3681
18
Cir
0 011
1 50
4200
059 cb58
17
16
220
2 9
Comb
000
014
060
5 0
36 81
050
36 92
18
Cir
0 011
1 50
4050
cb59a cb59
18
17
28 0
9 8
Comb
000
0 06
0 90
4 0
36 92
050
3706
18
Cir
0 011
1 00
4050
cb59b cb59a
19
17
1742
802
Comb
000
007
055
3 0
36 92
050
3779
18
Cir
0 011
1 50
41 50
c1b60a cb59a
20
19
28 0
879
Comb
000
003
0 90
2 0
3779
050
3793
18
Cir
0 011
1 00
41 50
cb60b cb60a
21
15
171 7
250
Comb
000
007
066
2 0
3357
0 99
3527
18
Cir
0 011
1 50
4050
cb53 cb52
Project File 401 00 SWP 1 West Piping System 040406 Sim
Number of lines 28
Date 04 04 2006
Hydreflow Storm Sewers 2033

Storm Sewer Inventory Report
Page 2
Line
Alignment
Flow Data
Physical Data
Line ID
No
Dnstr
Line
Deft
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ff)
M
(ft)
(in)
(n)
(K)
(ft)
22
16
1590
779
Comb
000
0 18
087
30
3681
1 00
3840
18
Cir
0 011
1 00
4300
c1b60 cb59
23
21
121 0
144
Comb
000
030
086
40
3527
086
3631
18
Cir
0 011
050
41 00
cb54 cb53
24
23
249
1 7
Comb
000
007
073
20
3631
096
3655
18
Cir
0 011
070
41 00
cb55 cb54
25
24
28 1
172
Comb
000
008
090
20
3655
1 07
3685
18
Cir
0 011
1 50
41 00
cb56 cb55
26
25
48 1
86 1
Comb
000
003
0 90
2 0
36 85
0 98
3732
18
Cir
0 011
1 00
41 00
cb57 c1b56
27
15
238
644
Comb
000
008
0 81
3 0
3357
1 01
3381
18
Cir
0 011
1 00
39 50
061 cb52
28
21
238
895
Comb
000
005
0 85
3 0
3527
1 01
35 51
18
Cir
0 011
1 00
4050
cb62 cb53
Project File 401 00 SWP 1 West Piping System 040406 stm
Number of lines 28
Date 04 04 2006
Hydraflow Storm Sewers 2M3

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd I Rim Elev
Line ID
coeff
(I)
flow
full
LineF
Incr
Total
Incr
Total
Inlet
Syst
Srze
Slope
Up
On
Up
Dn
Up
Dn
(ft)
(ac)
(ac)
(C)
(min)
(min)
(inlhr)
(cfs)
(cfs)
(ftls)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
969
014
326
063
009
2 59
4 0
178
6 1
1573
52 87
5 01
24
3 91
31 79
28 00
35 34
3500
3875
000
c1b38 fes37
2
1
179
012
312
086
010
250
2 0
177
6 1
1521
28 95
4 84
24
1 17
3200
31 79
35 82
3576
4000
3875
039 cb38
3
2
171
002
0 02
089
002
0 02
1 0
1 0
8 1
0 15
1238
008
18
1 00
32 17
32 00
36 37
3637
4000
4000
040 039
4
2
450
003
1 97
0 82
002
1 58
1 0
176
6 1
962
1241
544
18
1 00
3262
3217
36 64
36 37
41 50
4000
c1b41 039
5
4
62 6
018
1 94
0 83
015
1 55
2 0
175
6 1
950
1246
537
18
1 01
3325
32 62
3751
3715
4225
41 50
dg42 c1b41
6
5
103 1
0 15
1 76
079
0 12
1 41
2 0
172
6 1
863
1241
4 88
18
1 00
3428
3325
3824
3774
4350
4225
dg43 dg42
7
6
452
0 19
0 80
078
015
063
2 0
8 6
7 4
470
1238
266
18
1 00
34 93
3448
3886
3879
4425
4350
yi45 Ib44
8
7
1045
006
0 61
063
004
048
2 0
7 8
7 6
367
1238
208
18
1 00
35 97
34 93
3911
3902
4425
4425
y146 y145
9
8
29 8
0 10
055
064
006
045
1 0
7 6
7 6
340
1246
1 93
18
1 01
3627
3597
39 17
3915
4425
4425
yA7 y146
10
9
1076
022
045
086
0 19
038
3 0
6 5
7 8
2 99
1243
1 69
18
1 00
3735
3627
39 32
3926
4425
44 25
y148 y147
11
10
672
0 12
023
0 88
0 11
019
2 0
5 3
8 1
1 56
1239
092
18
1 00
3802
3735
39 35
39 34
4425
44 25
yi49 y148
12
11
559
0 11
Oil
0 80
009
009
3 0
3 0
8 1
072
1243
0 60
18
1 00
38 58
3802
39 36
39 36
4425
4425
y150 y149
13
2
111 3
0 19
1 01
0 87
0 17
080
2 0
127
6 7
5 41
1239
306
18
1 00
3311
3200
3658
36 37
41 00
4000
cb51 cb39
14
6
129 1
0 12
0 81
0 89
0 11
065
1 0
164
6 2
407
1241
2 31
18
1 00
3577
3448
38 93
3879
4250
43 50
dg58 lb44
15
13
54 8
014
0 82
0 54
008
064
4 0
124
6 8
433
11 37
245
18
0 84
3357
3311
36 72
3665
39 50
41 00
052 c1b51
16
14
1040
0 21
069
0 89
019
055
4 0
158
6 3
346
1241
1 96
18
1 00
3681
3577
39 07
38 99
4200
4250
cb59 cb58
17
16
220
0 14
030
060
008
020
5 0
154
6 4
1 30
878
073
18
050
36 92
36 81
39 16
39 16
4050
4200
cb59a cb59
18
17
280
006
0 06
090
005
005
4 0
4 0
8 1
044
878
025
18
050
3706
36 92
3917
39 17
4050
4050
cb59b cb59a
19
17
1742
007
0 10
0 55
0 04
007
3 0
5 7
8 0
0 52
877
030
18
0 50
3779
3692
3918
39 17
41 50
4050
cb60a c1b59a
280
003
003
090
0 03
003
2 0
2 0
8 1
022
878
013
18
050
3793
3779
3918
39 18
41 50
41 50
cb60b cb60a
1'9
171 7
007
060
066
0 05
0 50
2 0
11 1
7 0
347
1235
1 96
18
0 99
3527
3357
36 97
36 84
4050
3950
cb53 052
Protect F1le 401 00 SWP 1 West Piping System 040406 stm
Number of lines 28
Run Date 04 04 2006
NOTES Intensity = 155 43 / (Inlet time + 26 20) ^ 0 86 Return period = 25 Yrs
Hydraflow Storm Sewers 2003

Storm Sewer Tabulation
Page 2
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd I Rim Elev
Line ID
coeff
(1)
flow
full
Line
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Up
Dn
Up
Dn
Up
Dn
FL
(ft)
(ac)
(ac)
(C)
(min)
(min)
(mlhr)
(cfs)
(cfs)
(ft1s)
(m)
(%)
A
(ft)
A
A
(ft)
A
22
16
1590
018
0 18
087
016
016
30
30
81
1 28
1241
1 05
18
1 00
3840
3681
39 18
3916
4300
4200
c1:60 cb59
23
21
121 0
030
048
086
026
041
40
10 1
72
292
11 51
237
18
086
3631
3527
37 10
3706
41 00
4050
c1:54 cb53
24
23
249
007
0 18
073
005
0 15
20
95
73
1 09
12 18
1 32
18
096
3655
3631
37 16
37 18
41 00
41 00
cb55 cb54
25
24
28 1
008
011
090
007
010
20
84
74
074
1282
1 79
18
1 07
3685
3655
37 18
3719
41 00
41 00
cb56 c1:55
26
25
48 1
003
003
090
003
003
20
20
8 1
022
1227
1 15
18
098
3732
3685
3750
3733
41 00
41 00
cb57 c1:56
27
15
238
008
008
081
006
006
30
30
8 1
053
1245
030
18
1 01
3381
3357
3684
3684
3950
3950
cb61 cb52
28
21
238
005
005
085
004
004
30
30
8 1
035
1245
020
18
1 01
3551
3527
3706
3706
4050
4050
cb62 cb53
Protect File 401 00 SWP 1 West Piping System 040406 stm
Number of lines 28
Run Date 04 04 2006
NOTES Intensity = 155 43 / (Inlet time + 26 20) " 0 86 Return period = 25 Yrs
Hydratlow Storm Sewers 2W3

Inlet Report
Page 1
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
Byp
No
CIA
carry
capt
byp
type
line
Ht
L
area
L
W
So
W
SW
Sx
n
depth
spread
depth
spread
Dep
No
(cfs)
(cfs)
(cfs)
(cfs)
(in)
(ft)
(sgft)
(ft)
(ft)
(ft/ft)
(ft)
(ft/ft)
(kilt)
(ft)
(ft)
(ft)
(ft)
(m)
1
c1b38
072
000
072
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
Oil
1 10
Oil
1 10
000
Off
2
cb39
084
000
084
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
012
1 20
012
1 20
000
Off
3
cb40
0 15
000
015
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
004
040
004
040
000
Off
4
cb41
020
000
020
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
005
050
005
050
000
Off
5
dg42
1 22
000
1 22
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
013
1505
013
1505
000
Off
6
dg43
097
000
097
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
0 11
1333
0 11
1333
000
Off
7
y145
1 21
000
1 21
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
0 13
1499
0 13
1499
000
Off
8
y146
031
000
031
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
005
782
005
782
000
Off
9
yi47
052
000
052
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
007
985
007
985
000
Off
10
y148
1 54
000
1 54
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
0 15
1711
0 15
17 11
000
Off
11
yAg
086
000
086
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
0 10
1256
0 10
1256
000
Off
12
y150
072
000
072
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
009
1147
009
11 47
000
Off
13
cb51
1 35
000
1 35
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
0 17
1 70
0 17
1 70
000
Off
14
dg58
087
000
087
000
DrGrt
00
000
450
300
300
Sag
200
0 021
0 021
0 000
0 10
1263
0 10
1263
000
Off
15
cb52
062
000
062
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
010
1 00
010
1 00
000
Off
16
c1:59
1 52
002
1 54
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
0 18
1 80
0 18
1 80
000
Off
17
c1:59a
068
000
067
002
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
024
390
024
386
000
16
18
c1b591b
044
000
044
000
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
021
248
021
224
000
17
19
cb60a
031
000
031
000
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
0 19
1 90
0 18
1 81
000
17
20
cb60b
022
000
022
000
Comb
60
300
000
300
200
0 005
200
0 100
0 021
0 013
016
1 60
016
1 58
000
19
21
c1:53
038
000
038
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
007
070
007
070
000
Off
22
c1:60
1 28
000
1 28
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
016
1 60
016
1 60
000
Off
Protect File 401 00 SWP 1 West Piping System 040406 AM F File Brco_ver8 IDF
Number of lines 28
Run Date 04 04 2006
NOTES Inlet N Values = 0 016 Intensity = 155 43 / (Inlet time + 26 20) A 0 86 Return period = 25 Yrs Indicates Known Q added
Hydrallow Storm Sewers 2W3

Inlet Report
Page 2
Line
Inlet ID
Q =
Q
Q
Q
Junc
Curb Inlet
Grate Inlet
Gutter
Inlet
Byp
No
CIA
carry
capt
byp
type
line
Ht
L
area
L
W
So
W
SW
Sx
n
depth
spread
depth
spread
Dep
No
(cfs)
(cfs)
(cfs)
(cfs)
(in)
(ft)
(sgft)
(ft)
(ft)
(ft/ft)
(ft)
(ft/ft)
(ft/ft)
(ft)
(ft)
(ft)
(ft)
(in)
23
cb54
2 10
000
2 10
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
022
295
022
295
000
Off
24
cb55
042
000
042
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
008
080
008
080
000
Off
25
cb56
059
000
059
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
009
091
0 10
096
200
Off
26
cb57
022
000
022
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
004
041
005
048
200
Off
27
cb61
053
000
053
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
009
090
009
090
000
Off
28
cb62
035
000
035
000
Comb
60
300
300
300
200
Sag
200
0 100
0 021
0 000
007
070
007
070
000
Off
Project File 401 00 SWP 1 West Piping System 040406 AB F File Brco_ver8 IDF
Number of lines 28
Run Date 04 04 2006
NOTES Inlet N Values = 0 016 Intensity = 155 43 / (Inlet time + 26 20) " 0 86 Return period = 25 Yrs Indicates Known Q added
Hydrafiow Sloan Sewers 2003

Supplemental Calculations
(Wet Detention Basin)
For
Port City Community Church
Cardinal Drive Project
Wilmington, New Hanover County, NC

Wet Detention Basin Design Sheet
Port City Community Church, Cardinal Drive Project
Wilmington, New Hanover County North Carolina
Stormwater Pond
Surface Area Required According to Chart Calculation
Drainage Area (Ad) = 11 88 [ac]
Impervious Area (Ai)
Buildings
1 79 [ac]
Roads
1 22 [ac]
Parking
4 50 [ac]
Sidewalks
0 58 [ac]
Total
8 09 [ac]
Percent Impervious (1)
I = Ad/Ai = 68 10%
Pond Shall Be 5 deep and designed to remove 90 %TSS
SA/DA= 487
Required Surface Area at Permanent Pool Elevation (35 ft)
SAREo = 058 [ac] = 25 186 [so
Surface Area Provided at Permanent Pool Elevation (35 ft) 43,497 [sq
SA Provided = 43,497 > 25,186 = SA Required OK
Port City Community Church Pond Data Sheet
Cardinal Drive Protect Page 1 of 3
Wilmington North Carolina 401 00 PC3 Wet Dentention Basin As 4/4/2006

Riser Elevation Required Storage for First 1" (C Sw) of Rainfall
Minimum Required Volume (Simple Method by Tom Scheuler)
Rv = 0 05 + 0 009 * (1)
Rv = 0 663
Volume = (1 50") * Rv * Ad = 0 984 [ac-ft]
= 42 879 [co
Volume Provided at Temporary Pool
Increment
Total
ELM
SA rsfl
Vol [cfJ
Vol fcfl
35
43 497
0
0
36
46,440
44 969
44 969
37
49 544
47 992
92 961
Set Temporary Pool Elevation
Required Elevation = 35 96 [ft]
Use Elevation = 36 50 [ft]
Volume Provided = 68 965 [cf]
Vol Provided = 68,965 > 42,879 = Vol Required OK
Forebay Sizing Required Volume Approximately 20% of Total Basin Volume
Main Pond Volume
Increment
Total
El fftl
SA [sf1
Vol fcfl
VolI-cfl
30
20 277
0
0
31
21,928
21103
21103
32
23 635
22 782
43 884
33
25 400
24 518
68 402
34
31 802
28 601
97 003
35
33 813
32 808
129 810
Port City Community Church Pond Data Sheet
Cardinal Drive Project Page 2 of 3
Wilmington North Carolina 401 00 PC3 Wet Dentention Basin As 4/4/2006

Check Forebay Volume
El fftl
30
31
32
33
34
35
Provided Volume =
Increment
Total
SA fsfl
Vol fcfl
Vol c
5 030
0
0
5 832
5 431
5 431
6 690
6 261
11 692
7 605
7 148
18 840
8,682
8 144
26 983
9 683
9 183
36 166
36166 [cf]
11 Vol Provided = 36,166 > 33,195 = Vol Required OK
Orifice Sizing Required Drawdown Time = 2 - 5 Days
QZ = 0 248 [cfs] ( For 2 Day Drawdown )
Q5 = 00993 [cfs] ( For 5 Day Drawdown )
Select a 25
Q Provided= Cd*A*(2gh)2
Inch circular orifice (Permanent Pool El = 35)
Q Provided = 0 137 [cfs]
Where Cd= 06
A= 00341
9= 322
h= avg head
0 698
FF Q2 > 0137 > Q5 OK
Port City Community Church Pond Data Sheet
Cardinal Drive Project Page 3 of 3
Wilmington North Carolina 401 00 PC3 Wet Dentention Basin xis 4/4/2006

Wet Detention Basin Spillway Design
I'(- t Cit L )r'Lr' r ty Ili I c- C TC' r c I Dr4C Pr )]CCt
Mnniitctor No., Hvo,c C xinv ".x1SCa,ol,1a
Stormwater Pond
Drainage Area = 11 88
[ac]
Impervious = 68 10%
Cc= E(CA)/T(A)
O677
Where C Impervious =
090
C Pervious =
020
Peak Intensity Design Storm Event =
10 year
5 n Mute
Rainfall Intensity =
723
[in/hr]
Top of Outlet Structure =
3650
[msl]
Invert of Outlet Structure =
34
[msl]
Top of Pond Elevation =
39
[msl]
Dimensions of Outlet Structure =
Boo
[length]
Dimensions of Outlet Structure =
500
[width]
Top of Spillway =
Riser El = 36 50
In
Invert Out = 34::
Top of Spillway = 37 5
Port City Community Church
Cardinal Drive Protect
Wilmington NC
Width of Emergency Spillway
20 0'
401 00 PC3 Wet Dentention Basin As
Too of Dike = 39
Pond Spillway Design
Page 1 of 2
4/4/2006

QRegd=Cc*1*A= 5812
Check for Flow Capacity of Barrel
h = 200 [ft]
Diameter of Outlet Pipe = 2 5'
Hw/Dia = 13
Q = CA(2gh)05xNb
Nb = Number of Barrels =
[cfs] .— Principal Spillway to Pass Required 10 year Storm Event
7242 [cfs] Where C = 0 65 (Groove end with headwall)
2 [barrels]
Q Principal = 7242 [cfs] > 5812 [cfs] = Q Required OK
Check for Flow Capacity of Riser
Q Principal = Cw L Ha2 = 5994 [cfs] Where Cw = 3 33 (Sharp crested weir)
*Note Riser In Bank of Pond so effective L is (2)*Width + (1)*Length
11 Q Principal = 5994 [cfs] > 58 12 [cfs] = Q Required OK 11
Check for Flow Capacity of Emergency Spillway for 25 year Storm
Peak Rainfall Intensity = 815 [in/hr]
Q Req d = Cc * I * A = 6552 [cfs] � Emergency Spillway to Pass Required 25 year Storm Event
Q Emergency = Cw L Harz = 11023 [cfs] Where Cw = 3 0 (Broad crested weir)
11 O Emergency = 11023 [cfs] > 65 52 [cfs] = Q Required OK
Port City Community Church Pond Spillway Design
Cardinal Drive Project Page 2 of 2
Wilmington NC 401 00 PC3 Wet Dentenhon Basin As 4/4/2006

Hydrograph Return Period Recap
Hyd
Hydrograph
Inflow
Peak Outflow (cfs)
Hydrograph
No
type
Hyd(s)
description
(origin)
1 Yr
2 Yr
3 Yr
5 Yr
10 Yr
25 Yr
50 Yr
100 Yr
1
Rational
—
--
1844
--
21 82
24 36
2808
3095
3385
East Piping System
2
Rational
—
1001
— —
11 73
1304
1498
1647
1797
West Piping System
3
Rational
— —
---
2 98
--
337
3 67
4 14
4 50
488
SWP Drainage Basin
4
Combine
1 2 3
--
2246
--
2654
2961
3410
3758
4108
SWP Influent
5
Reservoir
4
—
0 13
--
015
016
0 17
0 18
018
SWP Effluent
Proj file 401-00 SWP Model gpw
Tuesday Apr 4 2006 2 26 PM
Hydraflow Hydrographs by Intelisolve

Pond Report
Hydraflow Hydrographs by Intellsolve
Tuesday Apr 4 2006 2 25 PM
Pond No 1 - Stormwater Pond
Pond Data
Pond storage Is based on known contour areas
Average end area method
used
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sl
Incr Storage (cult)
Total storage (cult)
000 3000
25 307
0
0
1 00 31 00
27 760
26 534
26 534
200 3200
30 325
29 043
55 576
300 3300
33 005
31 665
87 241
400 3400
40 484
36 745
123 986
500 3500
43 497
41 991
165 976
600 3600
46 440
44 969
210 945
700 3700
49 544
47 992
258 937
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[D]
[A]
[B]
[C]
[D]
Rise (in)
= 3000
250
000
000
Crest Len (ft)
= 1800
000
000
000
Span (in)
= 3000
250
000
000
Crest El (ft)
= 36 50
000
000
000
No Barrels
= 2
1
0
0
Weir Coeff
= 333
000
000
000
Invert El (ft)
= 3425
3500
000
000
Weir Type
= Rect
—
—
—
Ler (ft)
= 6000
500
000
000
Multi Stage
= Yes
No
No
No
Slope (%)
= 075
1000
000
000
N Value
= 013
013
000
000
Orif Coeff
= 060
060
000
000
Multi Stage
= n/a
Yes
No
No
Exfiltration = 0 000 in/hr (Contour) Tailwater
Elev = 0 00 It
Stage (ft)
800
600 -
400
Stage I Storage
Not. CdveNOnhce oudlows have been analyzed under inlet and outlet control
200
000-
0 50 000 100 000 150 000 200 000
Storage
Stage (ft)
800
"fill
400
----- 200
000
250 000 300 000
Storage (cuft)

Hydrograph Summary Report
Hyd
No
Hydrogmph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
1844
1
23
25 446
—
---
East Piping System
2
Rational
1001
1
18
10 811
—
West Piping System
3
Rational
298
1
5
895
—
--
SWP Drainage Basin
4
Combine
2246
1
24
34 543
1 2 3
--
SWP Influent
5
Reservoir
0 13
1
48
18 526
4
3576
200 287
SWP Effluent
401-00 SWP Model gpw
Return Period 2 Year
Tuesday Apr 4 2006, 2 26 PM
Hydraflow Hydrographs by Intelisolve

Hydrograph Summary Report
Hyd
No
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
21 82
1
23
30 106
—
—
--
East Piping System
2
Rational
11 73
1
18
12 671
West Piping System
3
Rational
3 37
1
5
1 010
--
—
—
SWP Drainage Basin
4
Combine
26 54
1
24
40 753
1 2 3
--
SWP Influent
5
Reservoir
015
1
48
20 809
4
3590
206 471
SWP Effluent
401-00 SWP Model gpw
Return Period 5 Year
Tuesday, Apr 4 2006, 2 26 PM
Hydraflow Hydrographs by Intelisolve

Hydrograph Summary Report
Hyd
No
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
24 36
1
23
33 613
—
—
—
East Piping System
2
Rational
1304
1
18
14 088
—
—
West Piping System
3
Rational
367
1
5
1 101
— —
SWP Drainage Basin
4
Combine
29 61
1
24
45 440
1 2 3
—
SWP Influent
5
Reservoir
016
1
48
22403
4
3600
211140
SWP Effluent
401-00 SWP Model gpw
Return Period 10 Year
Tuesday, Apr 4 2006, 2 26 PM
Hydraflow Hydrographs by Intelisolve

Hydrograph Summary Report
Hyd
No
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
28 08
1
23
38 748
—
— —
—
East Piping System
2
Rational
14 98
1
18
16 174
—
West Piping System
3
Rational
4 14
1
5
1 242
--
—
SWP Drainage Basin
4
Combine
3410
1
24
52316
1 2 3
—
—
SWP Influent
5
Reservoir
0 17
1
48
24 570
4
3615
217 991
SWP Effluent
401-00 SWP Model gpw
Return Period 25 Year
Tuesday, Apr 4 2006 2 26 PM
Hydraflow Hydrographs by Intelisolve

Hydrograph Summary Report
Hyd
No
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
3095
1
23
42 715
—
—
—
East Piping System
2
Rational
1647
1
18
17 783
—
—
West Piping System
3
Rational
450
1
5
1 351
—
—
SWP Drainage Basin
4
Combine
3758
1
24
57 630
1 2 3
—
--
SWP Influent
5
Reservoir
018
1
48
26 123
4
3626
223 288
SWP Effluent
401-00 SWP Model gpw
Return Period 50 Year
Tuesday, Apr 4 2006, 2 26 PM
Hydraflow Hydrographs by Intelisolve

•- i
Stormwater Management Plan
For
Port City Community Church
Cardinal Drive Project
Wilmington, New Hanover County, NC
Prepared for
Next Step Properties of Wilmington, LLC
1508 Military Cutoff Road, Suite 302
Wilmington, NC 28403 ,..�;,MOtOT;
P,ECFTVIED ' vpQ`"S�L
APR 1 0 2006 Prepared by 4�
0288sa
BY-t`'-..� F%INV,
Coastal Land Design,
Civil Enpmeennl, / Landccipe Architecture / Construction Mlnagement
P O Box 1172
Wilmington NC28402
04-April-2006
Pltonc 910 254-9333
Fax [phone]
'1171"

Narrative
Project Description
This stormwater design is for a tract of land approximately 32 59 acres off of Cardinal Drive
in Wilmington New Hanover County North Carolina (see vicinity map on plan set) The
amount of land for the construction and installation of the church building roadways
parking lots utilities and stormwater appurtenances will be approximately 18 54 acres
Stormwater from this site will be caught by curb and gutter and catch -basins in the road
and parking lot and will be treated by one (1) stormwater pond That pond will outlet into a
proposed ditch that will reroute existing stormwater along the perimeter of the property and
then tie back into the natural drainage pattern of the property The stormwater pond will
allow the project to meet the NCDENR stormwater requirements as well as New Hanover
County s Pre Post requirements
Site Description
The topography in the Port City Community Church site is predominantly flat with only mild
sloping to existing ditches These ditches ultimately drain into the Smith Creek a classified
C,Sw waterway The existing drainage patterns and stormwater calculations for the ditches
in this area were supplied by the City of Wilmington and prepared by W K Dickson & Co
Inc The elevations of this protect ranges from 38 feet MSL to 42 feet MSL and according to
the Soil Survey of New Hanover County North Carolina the majority of underlying soils are
mainly Stallings fine sand and Tohunta loamy fine sand The Stallings fine sands are well
draining and have a soil hydrologic group of A The Tohunta loamy fine sands are poorly
draining soils and have a soil hydrologic group of C Other soils included in this site are
Kureb urban land complex 1-8% Kureb sand 1 8% Murville fine sand Seagate fine sand
and Woodington fine sandy loam The site is covered by dense woodland vegetation and
adjacent properties to this development are zoned R-10 residential to the east, and Zone
RB to the south west and north
Treatment System
The site will be treated with one (1) stormwater pond that is designed to store over 1 5 of
rainfall and will have a 90% reduction in total suspended solids Both of these design
criteria are higher than the state requirements of 1 0 and 85% respectively The stormwater
pond will outlet to a perimeter ditch that ties back into the site s natural drainage pattern at
the north-west end of the property The pond was modeled using Hydraflow-Hydragragh
modeling software There is enough storage in the pond to store the 100 year — 24 hour
storm event with only discharge through the bleed down orifice The principal riser is
designed to carry the 10 year storm event and the emergency spillway has been designed
to accommodate the 25 year storm event The stormwater pond will allow the project to
meet the NCDENR stormwater requirements as well as New Hanover County s Pre -Post
requirements

Request for Additional Information
Stormwater Project No SW8 060311
Port City Community Church
Express Stormwater Review
New Hanover County North Carolina
05 April 2006
Dear Robert Gordon
Coastal Land Design, PLLC
Crvd En,nccnny/ Lnnde .n A,6,wo.,e / Construction Ahnnbemem
P O 14os 1172 Plmnu 910-254 )333
Wdmmgmu NC 28402 Fox 910 254-0502
Coastal Land Design, PLLC received and reviewed the request for additional information dated March 27 2006
pertaining to The Port City Community Church project The request comments are repeated in bold and the responses
and corrections are in normal font
1) Please provide documentation that Mr Vincent is the Manager of Next Step Properties of Wilmington,
KKC Only the Articles of Organization have been filed with the Secretary of States office They identify
the LLC as Manager -managed, but do not identify the Manger
In the previous submittal the Articles of Organization of Next Step Properties of Wilmington LLC was
provided Although it states Jon T Vincent as the Initial Registered Agent on the first page of the document
the Operating Agreement Section (immediately following the Articles of Organization) further appoints him as
a Manager of the Company Please refer to Page 2 of the Operating Agreement which references Schedule II
on Page 24 The names of the Managers of the Company are listed in Schedule II
2) Please hand -initial the application and supplement where directed
The checklists to be initialed were left off by oversight Please refer to the hand initialed Stormwater
Management Permit Application Form (Copy of Page 4 of 4) and the Wet Detention Basin Supplement
(Original Page 2 of 4) included with this response
3) The road on the Southwest side of the project does not appear to be collected in the pond Please
collect this roadway for treatment in the pond
The road on the Southwest side of the project site (Proposed George Trask Extension) has been added to
the stormwater system and will be treated by the pond Please refer to the updated Stormwater Management
Permit Application Form the updated Wet Detention Basin Supplement the updated supplemental
calculations and the revised plan set included with this response
4) A portion of the entrance road at the South end of the project does not appear to be within the
property boundary This should be considered offsite on the application Please identity the amount of
drainage area and impervious area that are offsite
The portion of the entrance road at the South end of the project is owned by Next Step Properties of
Wilmington LLC (Pin R05014 002 001 000 and R05014 002 002 000) and has been included in the project
boundary for this site The warranty deeds for these two (2) parcels were included in the original submittal
Please refer to the updated Stormwater Management Permit Application Form (Page 2 of 4) and sheets SW 1
and SW 2 of the revised plan set included with this response
5) Because there is at least a small portion of the proposed BUA that will not be collected, please include
a separate column on the application that summarizes the proposed BUA for the overall site Also,
there appears to be some existing (road) BUA on the West edge of the site This should be noted on
the "overall site" column of the application
The small portions of the project that were unpractical to catch into the stormwater pond have been added to
the Stormwater Management Permit Application Form (Table III 6) under a separate column listed as Overall
Site The existing roadway across from George Trask Dr and Vision Dr has been added as well Please
note however that the existing impervious roadway at the intersection of George Trask Dr and Cardinal Dr
(7 589sf) is planned to be removed and replaced with adequate roadway The remaining section of existing
impervious at the end of Vision Drive (2 694sf) will not be collected Please refer to the Stormwater
Management Permit Application Form (Page 2 of 4) included with this response
401 00 NCDENR DWO RFI Response 040706 doc Page 1 of 2

6) The orifice elevation on the riser detail appears to be incorrect
There was a text error In the plan set The riser detail on sheet SW 4 has been modified to indicate the
appropriate bleeddown elevation Please refer to the revised plan set included with this response
7) Please specify a maximum opening size of 4" on the trash rack (on the riser)
The riser detail has been modified on sheet SW 4 of the revised plan set to Indicate the necessary changes
Please refer to the revised plan set Included with this response
8) Please provide roof dram details or add a note to the plans indicating all rood drams will be directed
to the permitted stormwater pond
A detail note Indicating that the roof drain leaders are to be directed to the permitted stormwater pond has
been added to sheets SW 1 and SW 2 Please refer to the revised plan set Included with this response
9) Please provide vegetation specification for the aquatic shelf
A vegetated shelf (littoral shelf) detail has been added specifying the emergent type wetland vegetated that
Is to be encouraged Please refer to sheets SW 3 and SW 4 on the revised plan set Included with this
response
10) Please add a note to the drawings indicating how the pond will be drained for maintenance or in an
emergency (usually a pump)
A detail note Indicating that the stormwater pumps are to be provided for emergency draining of pond has
been added to sheets SW 1 and SW 2 Please refer to the revised plan set Included with this response
11) The vegetated shelf is not shown on both sides of the main bay of the pond cross section Also, the
shelf appears to extend from elevation 32 0 to 33 0 on the cross-section and from 33 to 34 on the plan
view In either case, the vegetated shelf is too deep It should extend from the permanent pool down (a
minimum of) 10' at a 6 1 slope (minimum) It is difficult to get aquatic vegetation to from if the shelf is
any deeper
The 10 wide littoral shelf (vegetated shelf) has been relocated to be from elevation 35 (permanent pool) to
34 at a slope of 10 1 (H V) Please refer to the pond details on sheet SW 4 of the revised plan set Included
with this response
Thank you
Carmine E I
401 00 NCDENR DWO RFI Response 040706 doc Page 2 of 2

Hydrograph Summary Report
Hyd
No
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
Rational
3385
1
23
46 707
—
--
East Piping System
2
Rational
1797
1
18
19 409
—
West Piping System
3
Rational
4 88
1
5
1 463
—
--
— —
SWP Drainage Basin
4
Combine
41 08
1
24
62 981
1 2 3
—
—
SWP Influent
5
Reservoir
018
1
48
27 596
4
36 37
228 621
SWP Effluent
401-00 SWP Model gpw
Return Period 100 Year
Tuesday Apr 4 2006, 2 26 PM
Hydraflow Hydrographs by Intelisolve

* * * COMMUNICATION RESULT REPORT ( MAR 27 2006 12 47PM ) * * *
P 1
FILE MODE
--------------
722 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
-----------------------------------------------------
92450502 E-3)3)3)3)3) P 0/3
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date March 27, 2006 No of Pages 3
To Jay Carmine From Robert Gordon
Express permitting section
Company Coastal Land Design FAX # [phone]
FAX #, 245-0502 Phone # [phone]
DWQ Stormwater Project Number, SW8 060311
Protect Name: Port City Community Church
MESSAGE
Attached is the request for additional information for the Port City Community
Church The ongmal will be mailed to the applicant and a copy will also be
mailed to you Please call if you have any questions Thanksl
To clarify 44&5 — Not sure why the road on the SW end of the property
is not collected We allow small portions of the site to bypass in order to
tie into existing grade An example on this site is the 50+ ft across from
Inland Greens Dr and maybe a portion of the intersection on the West
edge of the project (near the culvert) The "overall site" column is
necessary to account for (and permit) this small amount of proposed BUA

FAX COVER SHEET
Date March 27, 2006 No of Pages 3
To Jay Carmine From Robert Gordon
Express permitting section
Company Coastal Land Design FAX # [phone]
FAX # [phone] Phone # [phone]
DWQ Stormwater Project Number SW8 060311
Project Name Port City Community Church
MESSAGE
Attached is the request for additional information for the Port City Community
Church The original will be mailed to the applicant and a copy will also be
mailed to you Please call if you have any questions Thanks'
=> To clarify #3,4&5 — Not sure why the road on the SW end of the property
is not collected We allow small portions of the site to bypass in order to
tie into existing grade An example on this site is the 50+ ft across from
Inland Greens Dr and maybe a portion of the intersection on the West
edge of the protect (near the culvert) The overall site column is
necessary to account for (and permit) this small amount of proposed BUA
that does not dram to the pond
=> #2 — One of the pages that needs to be hand initialed is a signature page
To avoid having to get another signature, let me know when you are going
to drop off the add -info and I will leave the application up front

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0 03 06 09 12 15 km hl*
0 01 02 03 04 05mi
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Wrightsville Beach quadrangle M=-9 028
Projection is UTM Zone 18 NAD83 Datum G=-1 609
http //www topozone com/prmt asp9z=18&n=3793174 99905392&e=236949 999779478& 3/23/2006

Coastal Land Design, PLLC.
P O Box 1172 Wilmington, NC 28402
Phone [phone] Fax [phone]
To
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington NC 28405
Attn
Mr Robert Gordon
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
Transmittal
Date
March 15 2006
File
401 00
Subject
Port City Community Church
Express Stormwater Submittal
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No
Description
1
Check
In the Amount of $4 000 00
1
Copy
Information declaring Jon T Vincent as Manager
1
Original
Stormwater Management Permit Application Form (SWU 101)
1
Copy
Stormwater Management Permit Application Form (SWU 101)
1
Original
Wet Detention Basin Supplement
1
Original
Stormwater Design Narrative
1
Original
Stormwater Design Supplemental Calculations
1
Copy
Warranty Deed Information
1
Copy
Supplemental Reference Report Supplied by City of Wilmington
2
Sets
Stormwater Management Plans (Cover SW 1 SW 2 SW 3 and SW 4)
1
Copy
U S Army Corps of Engineers Signed Wetland Map (Sheet 1)
1 .1. . — ---- I
REMARKS
�QsS Q 1P� - �
tr
5C
►4 3
a)
fth - o ��
CC File
PLLC
401 00 Transmittal NCDENR 031506 doc

Supplemental Reference Report
Supplied by the City of Wilmington
For
Port City Community Church
Cardinal Drive Project
Wilmington, New Hanover County, NC
MAR 1 5 2006

Revised Hydrologic
Calculations and Model Output
'..` ,IvlarkYStr
�`k5'
PREPARED FOR
THE CITY OF WILMINGTON
102 N 3'd Street
Wilmington, NC 28401
WKD No 20244 50 WL
w '4 tia�gsA 1 Kt 1, ' i'J V— 1
AiMnd'Greens-B)
, °(S d�r;a, 7 r tt
,,Hanover County, I,North Carl
J
�y i v„I'1tGP,}Yli� 4F 3�h"A ']Y
s.in°ag`e,MS�tu�dy��}� `5
Ina
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
February 11, 2003
W K Dickson & Co, Inc
909 Market Street
Wilmington, NC 28401
Phone [phone]
Fax [phone]
♦ ♦ 0
CA
SEAL
19742
I
%II t3

r
0
I
SCS Runoff Curve Number
Project Market Street Area
Conditions Future or ® a
Prepared by JRB Engj iUer . Planners - Surveyors
Landscape Arc ru tec is
Date 7/1/02
Sub -basin MWA
Landuse
Soil
Area
Area
Product of
Group
RCN
(Acres)
(Sq Mi)
RCN and Area
Commercial Re
A
89
304
0 005
271
Totals =
304
0 005
271
Total (weighted) RCN = total product/total area = 89 00
RCN used = 89 '

SCS Runoff Curve Number
Project Market Street Area
Conditions Future
Prepared by JRB
Date 7/1/02
LandscapeArhitects
Sub -basin Mkt1 B
Landuse
Soil
Area
I Area
Product of
Group
RCN
(Acres)
(Sq Mi )I
RCN and Area
Commercial RB
A
1 89
56
0 009
498
Totals =
56
0 009
498
Total (weighted) RCN = total product/total area = 89 00
RCN used = 89

SCS Runoff Curve Number
Project Market Street Area
Conditions Future
Prepared by JRB EnSnncr s . Pfan nvn _ Sun e o s
La nds�a0e Archrtec is
Date 7/1/02
Sub -basin Mkt1C
Landuse
Sod
Area
Area
Product of
Group
RCN
(Acres)
(Sq Mi)
RCN and Area
Commercial RB
A
89
11 34
0 018
1009
Totals =
11 34
0 018
1009
Total (weighted) RCN = total product/total area = 89 00
RCN used = 89

L
SCS
Runoff Curve Number
Project Market Street Area
wh
Conditions Future
g< Ts C3 Em
Prepared by JRB
Enatmer . Ptannen - Sur euor
La ndscape Archi tec t c
Date 7/1/02
Sub -basin Mkt2A
Soil
Area
Area
Product of
Landuse
Group
RCN
(Acres)
(Sq Mi)
RCN and Area
Commercial RB
A
89
6 6
0 010
587
Commercial 0 8 1
A
89
016
0 000
14
Residential R 15 (1/3 acre lots)
A
57
1767
0 028
1007
Residential R 15 (1/3 acre lots)
C
81
1 36
0 002
110
Residential R 10 (1/3 acre lots)
A
57
056
0 001
32
Residential R 10 (1/3 acre lots)
C
81
Oil
0 000
9
Totals = 2646 0 041
1760
Total (weighted) RCN = total
product/total area = 66 51
RCN used = 67

t,
SCS
Runoff Curve Number
Project Market Street Area
Conditions Future
13M
Prepared by JRB
Ena,mers.Planners .SarveVors
Landscape Architects
Date 7/1/02
Sub -basin Mkt2B
Soil
Area
Area
Product of
Landuse
Group
RCN
(Acres)
(Sq Mi)
RCN and Area
Commercial RB
A
89
339
0 005
302
Residential R 15 (1/3 acre lots)
A
57
0 14
0 000
8
Residential R 10 (1/3 acre lots)
A
57
5 66
0 009
323
Residential R 10 (1/3 acre lots)
C
81
464
0 007
376
Totals = 13 83 0 022
1008
Total (weighted) RCN = total
product/total area = 7290
RCN used = 73

SCS
Runoff Curve Number
Project Market Street Area
Nh `y1�<
Conditions Future
0
Prepared by JRB
Engtnccrs Planncr>. Surteuors
Landscape Architects
Date 7/1/02
Sub -basin Mkt2C
Soil
Area
Area
Product of
Landuse
Group
RCN
(Acres)
(Sq Mi)
RCN and Area
Residential R 10 (1/3 acre lots)
A
57
326
0 005
186
Residential R 10 (1/3 acre lots)
C
81
237
0 004
192
Totals = 563 0 009
378
Total (weighted) RCN = total
product/total area = 6710
RCN used = 67

r
k
L
SCS Runoff Curve Number
Project Market Street Area
Conditions Future
Prepared by JRB Cnai ncrn . Pfannrr _ Survruo s
Landscape Archi sects
Date 7/1/02
Sub -basin Mkt2D
Landuse
Soil
I Area
I Area
Product of
Group
RCN
(Acres)
(Sq Mi)l
RCN and Area
Commercial RB
A
89
16 78
1 0 026
1 1493
Commercial RB
B
92
451 1
0 007
415
Residential R-10 (1/3 acre lots)
A
57
1033
0 016
589
Totals =
31 62
0 049
2497
Total (weighted) RCN = total product/total area = 78 97
1 RCN used = 79

SCS Runoff Curve Number
Protect Market Street Area
Conditions Future 0
Prepared by JRB EngnnLera . Planners . SuncUors
Date 7/1/02 Landscape Architects
Sub -basin Mkt3
Landuse
Soil
AreaI(SqMI
Product of
Group RCN
(Acres))
RCN and Area
Residential R 15 (1/3 acre lots)
A 57
15 14
863
Residential R 10 (1/3 acre lots)
A 57
2 55
145Totals
=
17 69
1008
Total (weighted) RCN = total product/total area = 57 00
RCN used = 57

SCS
Runoff Curve Number
Project Market Street Area
Conditions Future
Em 2
Prepared by JRB
Emmn4ers . Planners . Surtryo s
Date 7/1/02
La ndscape Archi tec tc
Sub -basin Mkt4
Soil
Area
I Area
Product of
Group
RCN
(Acres)
(Sq Mi)
RCN and Area
Landuse
Residential R 10 (1/3 acre lots)
A
57
3423
0 053
1951
Residential R 10 (1/3 acre lots)
B
72
1842
0 029
1326
Residential R 10 (1/3 acre lots)
C
81
2596
1 0 041 1
2103
Residential R 15 (1/3 acre lots)
A
57
749 1
0 012 1
427
Residential R-15 (1/3 acre lots)
B
72
275
0 004
198
Residential R 15 (1/3 acre lots)
C
81
003
0 000
2
Totals = 8888 0 139
6007
Total (weighted) RCN = total product/total area = 6759
RCN used = 68

F
SCS Runoff Curve Number
Project Market Street Area
Conditions Future I= i
Prepared by JRB Enatmers - Planners - Surveuors
Landscape Architects
Date 7/1/02
Sub -basin Mkt5
Landuse
Soil
I
Area
Area
Product of
Group
RCN
(Acres)
(Sq Mi)
RCN and Area
Commercial IRS
A
89
1 8
0 003
160
Totals =
1 8
0 003
160
Total (weighted) RCN = total product/total area = 89 00
RCN used = 89

Hydraflow Hydrographs Diagram I Project 2024430-rev1 gpw 1 01-28-2003

Hydrograph Summary Report
Page 1
Hyd
No
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
100 28
1
811
1 595 130
—
—
Inland Greens (Mkt4)
2
SCS Runoff
31 13
1
755
237 934
House in Hole (Mkt3)
3
SCS Runoff
6687
1
750
474 281
Intermediate Area A (Mkt2A)
4
SCS Runoff
24 05
1
779
282 116
—
Intemediate Area B (Mkt26)
5
SCS Runoff
1896
1
737
101 275
—
Intermediate Area C (Mkt2C)
6
SCS Runoff
5492
1
788
726 947
--
Intermediate Area D (Mkt2D)
7
SCS Runoff
3730
1
753
314 073
—
—
Toyota Back (Mkt1C)
8
Reach
9987
1
819
1 592 624
1
—
—
Route 1
9
Combine
10255
1
818
1 693 899
5 8
--
-
10
Reach
3112
1
756
237 894
2
—
Route 2
11
Combine
9754
1
752
712 175
3 10
—
—
12
Reach
9634
1
757
711 441
11
Route 3
13
Combine
11705
1
760
993 558
4 12
—
--
14
Combine
18364
1
769
2 687 457
9 13
—
—
15
Reach
183 10
1
775
2 684 123
14
--
--
Route 4
16
Combine
23581
1
779
3 411 065
6 15
— —
--
17
Reach
23681
1
780
3 410 281
16
—
— —
Route 5
18
Combine
26693
1
776
3 724 353
7 17
—
—
Total at Culvert From Ditch to Market
19
Reach
26693
1
777
3 723 408
18
— —
—
Route 6
20
SCS Runoff
2498
1
724
84 764
--
-
---
Toyota Front Left (Mkl1A)
21
Combine
26923
1
776
3 808 173
19 20
--
--
22
SCS Runoff
1979
1
750
155 240
--
—
Toyota Front Right (Mkt1B)
23
Combine
28438
1
774
3 963 414
21 22
---
Total at Market Street
24
SCS Runoff
1359
1
725
50 175
—
—
—
Area Across Market (Mkt5)
25
Combine
28585
1
773
4 013 589
23 24
--
Total to Pond
Proj file 2024430-rev1 gpw
Return Period 50 yr
Run date 01-28-2003
Hydraflow Hydrographs by Intellsolve

TR55 Tc Worksheet
Page 1
Hydraflow Hydrographs by Inlelisolve
Hyd No 2
House In Hole (Mkt3)
Storm frequency = 50 yrs
Sheet Flow
Manning's n-value = 0 150
Flow length = 215 0 ft
Two-year 24-hr preclp = 4 50 In
Land slope = 0 9 %
Travel Time = 21 0 min
Shallow Concentrated Flow
Flow length = 950 ft
Watercourse slope = 0 5 %
Surface description = Unpaved
Average velocity = 1 14 ft/s
Travel Time = 13 9 min
Channel Flow
Cross section flow area
= 3 1 sgft
Wetted perimeter
= 6 3 ft
Channel slope
= 0 2 %
Manning's n-value
= 0 015
Velocity
= 2 57 ft/s
Flow length
= 470 0 ft
Travel Time
= 3 0 min
Total Travel Time, Tc = 37 9 min

TR55 Tc Worksheet
Page 1
u
t
HydraFlow Hydrographs by Inte6solve
Hyd No 3
Intermediate Area A (Mkt2A)
Storm frequency = 50 yrs
Sheet Flow
Manning's n-value
= 0 150
Flow length
= 180 0 ft
Two-year 24-hr precip
= 4 50 in
Land slope
= 2 0 %
Travel Time
= 13 2 min
Shallow Concentrated Flow
Flow length
= 530 ft
Watercourse slope
= 0 1 %
Surface description
= Unpaved
Average velocity
= 0 51 fus
Travel Time
= 17 3 min
Channel Flow
Cross section flow area
= 3 1 sgft
Wetted perimeter
= 6 3 ft
Channel slope
= 0 4 %
Manning's n-value
= 0 015
Velocity
= 4 09 ft/s
Flow length
= 920 0 ft
Travel Time
= 3 7 min
Total Travel Time, Tc
= 34 3 min

TR55 Tc Worksheet
Page 1
I
a
0
HydraFlow Hydrographs by Intelisolve
Hyd No 4
Intemedlate Area B (Mkt2B)
Storm frequency = 50 yrs
Sheet Flow
Manning's n-value = 0 150
Flow length = 300 0 ft
Two-year 24-hr preclp = 4 50 In
Land slope = 0 1 %
Travel Time
Shallow Concentrated Flow
= 53 4 min
Flow length
= 585 ft
Watercourse slope
= 0 3 %
Surface description
= Unpaved
Average velocity
= 0 88 ft/s
Travel Time
= 11 0 min
Channel Flow
Cross section flow area
= 8 0 sgft
Wetted perimeter
= 22 3 ft
Channel slope
= 0 2 %
Manning's n-value
= 0 030
Velocity
= 1 03 ft/s
Flow length
= 505 0 ft
Travel Time
=82min
Total Travel Time, Tc = 78 6 min

TR55 Tc Worksheet
Page 1
t
Hydraflow Hydrographs by Intelisolve
Hyd No 5
Intermediate Area C (Mkt2C)
Storm frequency = 50 yrs
f-
I
Sheet Flow
Manning's n-value = 0 150
r
Flow length = 0 0 ft
Two-year 24-hr preclp = 0 00 in
Land slope = 0 0 %
I
Travel Time
= 0 0 min
Shallow Concentrated Flow
Flow length = 0 ft
Watercourse slope = 0 0 %
Surface description = Paved
t
Average velocity = 0 00 fus
L
Travel Time
= 0 0 min
Channel Flow
Cross section flow area = 8 0 sgft
Wetted perimeter = 22 3 ft
Channel slope = 0 2 %
Manning's n-value = 0 030
Velocity = 1 03 ft/s
r
Flow length = 1175 0 ft
Travel Time
= 19 0 min
Total Travel Time, Tc
= 19 0 min

TR55 Tc Worksheet
Page 1
Hyd No 6
Intermediate Area D (Mkt2D)
Storm frequency = 50 yrs
Sheet Flow
Manning's n-value = 0 150
Flow length = 300 0 ft
Two-year 24-hr preclp = 4 50 In
Land slope = 0 2 %
Travel Time = 53 3 min
Shallow Concentrated Flow
Flow length
= 1160 ft
Watercourse slope
= 0 2 %
Surface description
= Unpaved
Average velocity
= 0 67 ft/s
Travel Time
= 29 1 min
Channel Flow
Cross section flow area
= 3 1 sgft
Wetted perimeter
= 6 3 ft
Channel slope
= 0 2 %
Manning's n-value
= 0 015
Velocity
= 2 57 ft/s
Flow length
= 1885 0 ft
Travel Time
= 12 2 min
Total Travel Time, Tc
= 94 6 min
L
l
F
Hydraflow Hydrographs by Intehsoive

TR55 Tc Worksheet
Page 1
Hydraflow Hydrographs by Intehsolve
Hyd No 7
Toyota Back (Mkt1C)
Storm frequency = 50 yrs
Sheet Flow
Manning's n-value = 0 150
Flow length = 300 0 ft
Two-year 24-hr precip = 4 50 In
Land slope = 0 7 %
Travel Time = 30 8 min
Shallow Concentrated Flow
Flow length
= 583 ft
Watercourse slope
= 0 8 %
Surface description
= Unpaved
Average velocity
= 1 40 ft/s
Travel Time
= 7 0 min
Channel Flow
Cross section flow area
= 8 0 sgft
Wetted perimeter
= 22 3 ft
Channel slope
= 0 2 %
Manning's n-value
= 0 030
Velocity
= 1 03 ft/s
Flow length
= 288 0 ft
Travel Time
= 4 7 min
Total Travel Time, Tc = 42 4 min

TR55 Tc Worksheet
Hyd No 20
Toyota Front Left (Mkt1A)
Storm frequency = 50 yrs
Sheet Flow
Manning's n-value = 0 011
Flow length = 225 0 ft
Two-year 24-hr precip = 4 50 in
Land slope = 1 8 %
Travel Time
Shallow Concentrated Flow
Flow length
= 66 ft
Watercourse slope
= 1 0 %
Surface description
= Paved
Average velocity
= 2 03 ft/s
Travel Time
Channel Flow
Cross section flow area
= 28 0 sgft
Wetted perimeter
= 19 0 ft
Channel slope
= 0 2 %
Manning's n-value
= 0 015
Velocity
= 5 31 fUs
Flow length
= 341 Oft
Travel Time
Total Travel Time, Tc
B
= 2 0 min
=05min
= 1 1 min
=37min
Page 1
Hydraflow Hydrographs by Intelisolve

TR55 Tc Worksheet
Page 1
Hyd No 22
Toyota Front Right (Mkt1 B)
Storm frequency = 50 yrs
a
Sheet Flow
Manning's n-value = 0 150
Flow length = 300 0 ft
Two-year 24-hr precip = 4 50 in
Land slope = 0 7 %
Travel Time = 30 8 min
Shallow Concentrated Flow
Flow length = 369 ft
g Watercourse slope = 0 4 %
Surface description = Unpaved
Average velocity = 1 02 fUs
Travel Time = 6 0 min
I
ee
Channel Flow
Cross section flow area
= 9 6 sgft
Wetted perimeter
= 11 0 ft
Channel slope
= 0 4 %
Manning's n-value
= 0 015
Velocity
= 5 73 ft/s
Flow length
= 364 0 ft
Travel Time
Total Travel Time, Tc
= 1 1 min
= 37 9 min
Hydraflow Hydrographs by Intelisolve

TR55 Tc Worksheet
Page 1
Hydraflow Hydrographs by Intelisolve
Hyd No 24
Area Across Market (Mkt5)
Storm frequency = 50 yrs
Sheet Flow
Manning's n-value
= 0 011
Flow length
= 70 0 ft
Two-year 24-hr preclp
= 4 50 in
Land slope
= 2 0 %
Travel Time
= 0 8 min
Shallow Concentrated Flow
Flow length
= 376 ft
Watercourse slope
= 0 5 %
Surface description
= Paved
Average velocity
= 1 44 ft/s
Travel Time
= 4 4 min
Channel Flow
Cross section flow area
= 12 6 sgft
Wetted perimeter
= 12 6 ft
Channel slope
= 0 4 %
Manning's n-value
= 0 013
Velocity
= 7 25 fUs
Flow length
= 242 0 ft
Travel Time
= 0 6 min
Total Travel Time, Tc
= 5 7 min

k su of
Mar reet stall Flood prone area '' s Inland Greens Development
w drai a pip Several flood prone areas
iit l f i t - New drainage .^
system , rl;
may' � 't Zf�'iliry'
Toyota of
�l Wilmington
Property
nr, _
_Locailon Map � �- 4x� 1 �, �� � iJ ., ) �. n__ •! v �`\� .•v ,"t ^�
\ f , Undeveloped
Property _ / ' J1 Flood prone area . ��,

PROJECT MANAGER
I DRAWING SCALE
MNH
ORAwN_Br
1 =400
PRO.IECT DATE
909 MARKET STREET
WILMINGTON
INC 2840'
JRB
JUNE-2002
DICKSON
(910) 762-420C
- _ _
,"'PROVED BY
I Pi
Ci NUMBER
MIVH
FILE NAME
1 20244 50 WL I
I PLOT DATE
Engineers Planners Surveyors
__
Asheville NC Columbia SC
Atlanta GA
20244—BASE
I 11-26-02
Landscape Architects
Hickory NC
Charlotte NC Raleigh NC
Wilmington NC

lop
100
1-3
\ul
LEGEND
�> DRAINAGE AREA
BOUNDARY
i
TR-55 SHEET FLOW
itC A�
SHALLOW
CONCENTRATED
CONCENTRATED
FLOW
TR-55 CHANNEL FLOW
,7
x
I

Warranty Deeds
For
Port City Community Church
Cardinal Drive Project
Wilmington, New Hanover County, NC
'D
t�lA,Z 5 �nnF
B'Y � --

FOR PEGREBECCP00 REGISTER OF DEEDS II11111IIp I11111'I,I lyll Il4IIIYIln I4011N9II1111
Nry NpNOVEP COUNi7 NO IIIIIII1111pIMtl IIP�I 1ttl�ln'I tI0�1111 �WryIII� I'glWllll Ipl�'ttaWltt IIIIII�p' I�pl �Itltry�l
2005 OCT 04 B1 53 48 PM 200SO57672
BK 491S1� R,V9S1 56TW'�9f230 00
1PISipnil 6 M05 E
(Excise Tax) Recordml time Book and Pale
Revenue Stamp. $230 DO
fax Parcel Nos R05014 002 001 000 R05014 002 002 000
Prepared By James MacDonald Attorney PREPARED BY B RETURN SO
1508 Military Cutoff Road Suite 102 ALLEN MACDONALD& DAVIS PLLC
Wilmington North Carolina 28403 15M MILITARY CUTOFF ROADSUTE 102
WLMINGTON NC 280
After recording mail to Next Step Properties of Wilmington LLC
1508 Military Cutoff Road Suite 302
Wilmington North Carolina 28403
+rrr»»++rrr++r+r+r+rrrw+rrr+»t+:•r+++rr++++rww++++++♦+rrrrrw++r++rrr+++r+++rr+
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
THIS DEED made this 3rd day of nrro�_ 2005 by and between TF
HOLDINGS LIMITED PARTNERSHIP a North Carolina limited partnership, hereinafter
called the Grantor and NEXT STEP PROPERTIES OF WILMINGTON, I LC, a North
Carolina limited liability company, hereinafter called the Grantee The designations Grantor and
Grantee as used herein shall include said parties their successors and assigns and shall include
singular plural masculine feminine or neuter as required by context
WITNESSETH
THAT said Grantor for a valuable consideration paid by the Grantee the receipt of which
is hereby acknowledged has granted bargained sold and conveyed and by these presents does
hereby grant bargain sell and convey unto the said Grantee its successors and assigns in fee
simple all that certain lot or parcel of land situated in New Hanover County North Carolina and
more particularly described as follows
BEING ALL OFTHAT PROPERTY SHOWN ON EXHIBIT "A," WHICH IS
HERETO ATTACHED AND INCORPORATED BY REFERENCE
TogEther with all and singular the tenements hereditaments and appurtenances thereunto
belonging or in anywise appertaining
TO HAVE AND TO HOLD the aforesaid lots or parcels of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple
And the Grantor covenants with the Grantee that Grantor is seized of the premises in fee
simple and has the right to convey the same in fee simple that title is marketable and free and clear
of all encumbrances except as follows 2005 ad valorem taxes usual rights of way for utilities
restrictive covenants of record ifany and applicable zoning regulations and ordinances ifany and
that Grantor will WARRANT and DEFEND the title against the lawful claims of all persons
whomsoever except for exceptions herein stated

IN WITNESS WHEREOF thL Grantors has signed this deed this the day and year first
above written
TF HOLDINGS LIMITED PARTNERSHIP
a North Carolina limited partnership
BY BY RAIFbRDG TRA J�R Partner
BY D W FBSTER TRASK,�i Partner
BY FTHEL T COUPL ND, Partner
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
i _Lynn R- vary a Notary Pubhcmand Forthe Stateand County
aforesaid certify that RAIFORD G TRASK, JR, personally came before me this day and
acknowledged he is a Partner in TF HOLDINGS LIMITED PARTNERSHIP allorth Carolina
limited partnership and that he as a Partner being authonzed to do so executed the foregoing
instrument on behalf of the partnership
WITNESS my hand and Notarial Seal this3srd day of October 2005
ry 6112
My Commission T*RSi"rei "'-j8-08
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER Z NOTA/?y U i
Z
"'UB00
I Lynn R Ward a Notary PubhAj.�Pptl�fwp�lA a:A* d County
aforesaid certify that D WFBSTER TRASK personally carrta,o"'CRr is day and
acknowledged bets a Partner m TF HOLDINGS LIMITED PARTNEAV!41ipglorth Carolina
limited partnership and that he as a Partner being authorized to do so executed the foregoing
instrument on behalf of the partnership
WITNESS my hand and Notarial Seal thi da o 2005
ary Pu he
it�"Tsalyn Expires 5-18-08
STATE OF NORTH CAROLINA s'y �'., ...... ...vo
COUNTY OF NEW HANOVER `m NOTggy• 2
_ p(7BUG
R Ward
id for the Stale and County
aforesaid certify that ETHEL T COUPLANh- jN9\k' before me this day and
acknowledged she is a Partner n TF HOLDINGS LIM RAWiNERSHIP,a North Carolina
limited partnership and that she as a Partner being authonzed to do so executed the foregoing
instrument on behalf of the partnership
WITNESS my hand and Notanal
Z t�OTAR), U i
n !:P- jO1.11300 i
e �
weOVER GOe+'
5-18-08

EXIIIBIT"A'
Being all of Lots 106 and 107 Section LONG LEAF ACRES SUBDIVISION
as said lots are shown on a map of said subdivision recorded in Map Book 6 at Page
57 of the New Hanover County Registry

REBECCA P SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
ffY�yfH1Yf}YtM1f}1f1f 1f1MIf 1f1MtFlMfIYHINIffif111fffflfMf ffYlfffNif}ffff fNf11f fif}11fff}fffffHfffflfiY}f N}ff
Filed For Registration 10/04/2005 01 53 48 PM
Book RE 4915 Page 1596 1599
Document No 2005057672
DEED 4 PGS $20 00
NC REAL ESTATE EXCISE TAX $230 00
Recorder JACQUELINE NELSON
State of North Carolina, County of New Hanover
REBECCA P SMITH, REGISTER OF DEEDS
By
Deputy/Assistant Register of Deeds
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING
*2005057672*
2005057672

0
2005017214
FN REGISTPRTIGN REGISTER OF DEEDS
WBEGGR P SMTH
NEW HR M* GWNTY NG
2005 APR 05 04 20 33 PK
BK 4746 PG 865-BU FEE S20 00
NC REV STRIN S7, B48 00
VRIPY 11207211
(Excise Tax) $7,848 00 Recording time Book and Page
Tax Parcel No 1105000-002-004-000
RETURN TO AND
Prepared By lames A MacDonald, Attorney
1508 Military Cutoff Road Suite 102
Wilmington North Carolina 28403
After recording mail to Next Step Properties of Wilmington LLC
1508 Military Cutoff Road Suite 302
Wilmington North Carolina 28403
srwwrrrrrwrrsrsrwrrrswraaawrrasrspsswwwaasrrassagsrpaasraawrrasrrarsraaasraa
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
THIS DEED made this 5th day of April 2005 by and between TF
HOLDINGS LIMITED PARTNERSHIP, a North Carolina limited partnership, hereinafter
called the Grantor and NEXT STEP PROPERTIES, LLC, a North Carolma limited liability
company, hereinafter called the Grantee The designation Grantor and Grantee as used herein shall
include said parties their heirs, successors and assigns and shall include singular plural masculine
feminine or neuter as required by context
WITNESSETH
THAT said Grantor for a valuable consideration paid by the Grantee the receipt of which is
hereby acknowledged, has granted bargained sold and conveyed and by these presents does hereby
grant bargain sell and convey unto the said Grantee its heirs and assigns in fee simple all that
certain lot or parcel of land situated in New Hanover County North Carolina and more particularly
described as follows
BEING ALL OF THAT PROPERTY SHOWN ON EXHIBIT "A" WHICH IS
HERETO ATTACHED AND INCORPORATED BY REFERENCE
Together with all and singular the tenements hereditaments and appurtenances thereunto
belonging, or in anywise appertaining
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple
And the Grantor covenants with the Grantee that Grantor is seized of the premises in fee
simple and has the right to convey the same in fee simple that title is marketable and free and clear
of all encumbrances except those recorded and except 2005 ad valorem taxes and ordinances and
municipal building code restrictions ifany and that Grantor will WARRANT and DEFEND the title
against the lawful claims of all persons whomsoever except for exceptions herein stated

IN WITNESS WHEREOF the Grantor has caused this instrument to be signed by its duly
authorized general partners the day and year first above written
TF HOLDINGS LIMITED PARTNERSHIP
a North Carolina limited partnership
BY ra (SEAL)
Rs oC rask, Jr Partner
BY -� (SEAL)
D Webster Trask,Partner
(SEAL)
'EWeeiT Coupland a n
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I Notary Public of the County and State aforesaid Certify that Raiford Trask Jr D Webster
Trask and Ethel T Coupland General Partners of TF HOLDINGS LIMITED PARTNERSHIP,
a North Carolina limited partnership personally came before me this day and acknowledged the
due execution of the foregoing instrument in their capacities as General Partners of TF HOLDINGS
LIMITED PARTNERSHIP a North Carolina limited partnership after being duly authorized
to do so
WITNESS my hand and official seal this
My Commission Expires 5-18-08
51th day of April 2005
e: t►oTaRy •1
�S S• PU13LIG

EXHIBIT "A"
BEGINNING at an iron pipe in the Northwestern line of Cardinal Drive which iron pipe is
located the following courses and distances from a concrete monument near the
Southernmost intersection of the centerline of Cardinal Drive (60 foot right of way) and
Inland Greens Drive (40 foot right of way) and running from said concrete monument South
32 degrees 55 minutes 00 seconds West 60 00 feet to a point thence North 57 degrees 05
minutes 00secondsWest 3000feet tothepomtofbeginning the beginning point also being
the most Eastern comer of Lot 107 Section 3 of Long Leaf Acres as shown on the map of
Section 3 recorded in Map Book 6 at Page 57 of the New Hanover County Registry running
thence from the beginning point North 57 degrees 05 minutes 00 seconds West 200 00 feet
to an iron pipe at the most Northern comer of Lot 106 Section 3 of Long Leaf Acres
running thence with and along the boundary line of Lot 106 Section 3 of Long Leaf Acres
South 32 degrees 55 minutes 00 seconds West 260 00 feet to an iron stake at the Eastern
corner of a lot now or formerly owned by Carl Caulder thence with the Caulder line North
57 degrees 05 minutes 00 seconds West 100 00 feet to an iron pipe thence South 32 degrees
55 minutes 00 seconds West 200 00 feel to an iron pipe thence South 57 degrees 05 minutes
00 seconds East 300 00 feet to an iron pipe in the Northwestern line of Cardinal Drive
thence with and along Cardinal Drive South 32 degrees 55 minutes 00 seconds West 20 00
feet to an iron pipe thence North 57 degrees 04 minutes 26 seconds West 372 47 feet to an
iron pipe thence North 32 degrees 53 minutes 36 seconds East 220 00 feet to an iron pipe
thence North 57 degrees 06 minutes 24 seconds West 388 00 feet to an iron pipe thence
South 32 degrees 53 minutes 36 seconds West 200 00 feet to an iron pipe thence North 57
degrees 06 minutes 24 seconds West 695 66 feet to an iron pipe in the Eastern line of a tract
conveyed to Aztec Holdings Inc by deed recorded in Book 2255 at Page 105 of the New
Hanover County Registry running thence with the Aztec Holdings Inc line North 21
degrees 32 minutes 45 seconds West 168 66 feet to the Northeast comer of the Anec
Holdings Inc Tract thence South 68 degrees 27 minutes 15 seconds West 287 72 feet to
a point thence North 47 degrees 09 minutes 41 seconds West 11 09 feel to a point thence
North 69 degrees 06 minutes 38 seconds East 4 90 feet to a point thence North 11 degrees
51 minutes 41 seconds East 220 37 feet to an iron pipe thence North 07 degrees 37 minutes
West 4 03 feet to an iron stake thence North 70 degrees 39 minutes 34 seconds East 210 65
feet to an iron pipe thence South 08 degrees 09 minutes 40 seconds East 104 10 feet to an
iron pipe thence North 68 degrees 27 minutes 39 seconds East 955 57 feet to a concrete
monument thence North 68 degrees 48 minutes 27 seconds East 200 31 feet to another
concrete monument thence North 68 degrees 45 minutes 42 seconds East 338 87 feet to an
iron pipe to the Western line of Cardinal Drive thence with and along the Western line of
Cardinal Drive South 21 degrees 10 minutes 08 seconds East 610 69 feet to an iron pipe
thence continuing with the Western line of Cardinal Drive as it curves to the West to the
beginning point said chord distance from the preceding pipe being South 05 degrees 52
minutes 26 seconds West 631 52 feet (centerline curve data D = 54 degrees 65 feet 08
seconds R = 724 50 feet T = 369 83 feet) The aforesaid tract consisting of 31 39 acres as
shown on that survey performed by Arnold Carson R L S for TF Holdings Limited
Partnership a North Carolina limited partnership said survey dated August 2 1999

REBECCA P SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
... NNNM.N...MMMNN NN.MNNNNIIN.NN.N.
Filed For Registration
Book
Document No
NC REAL ESTATE EXCISE TAX
Recorder
04/05/2005 04 20 33 PM
RE 4746 Page 865.868
2005017214
DEED 4 PGS $20 00
$7,848 00
MICAH PHELPS
NMM.fM.t.M.NM..NMlf.M.M.MMtMM.N�`.MMf.f..
State of North Carolina, County of New Hanover
The foregoing certificate of LYNN R WARD Notary Is certified to be correct This 5TH of April 2005
REBECCA P SMITH, REGISTER OF DEEDS
By
Deputy/Assent Register of Deeds
•NNN.1.M1fM.fN.NN..MINI.MM..NM.yNN...MMM.,,Y....
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING
*2005017214*
2005017214

F'eb 13 2006 1 29PM HP LRSERJET FAX
P 2
ATRA
NCDENR
North Carolina Department of Environment and Na
127 Cardinal Drive Wilmington NC 28405 (910) 796-730
Request for Express Perm
FILL-IN all information below and CHECK
FAX or email to Cameron Weaver(&ncmall net along with a narrad
projects must be submitted by 9 00 A M of the review date,
APPLICANT I
Company
Olo
T
PROJECT Name Hoer- C iTy
PROJECT SYSTEM(S) TRIBUTARY
Company
State or National Environmental Policy Act (SEPA, NEPA)— EA or EIS Requ
❑ STREAM ORIGIN Determination, _# of stream calls, Stream
In STORMWATER ❑ Low Density High Der
Wetlands MUST be addressed below ❑ Low Density Curb & Gutter ❑
- - - --- ---- -- -- - - - - -------------- -- ---------- ----- --
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts
MANAGEMENT ❑ Upland Development ❑ Manna Developmen
❑ LAND QUALITY — ❑ Erosion and Sedimentation Control Plan with _
WETLANDS (401) Wetlands on Property ® Yes ❑ No — Isols
Check all that apply Wetlands Will Be Impacted Yes ❑ No
Wetlands Delineation has been completed ® Yes [
USACOE Approval of Delineation completed f Yes
404 Application in process w/USACOE ❑Yes ❑No
401 Application required ❑Yes ❑ No If Yes ❑ F
Additional fees, not to exceed 50% of the original Express Review permit al:
subsequent reviews due to the Insufficiency of the permit applications
SUBMITTAL DATES
SW
CAMA
LOS
401
For DENR use only
Fee Split for multiple permits
3a
'al Resources
FAX [phone] n t
Review 11 G61,
,d Permit(s)
v)cinrty man of the project location
prior arrangements are made
County Auto Hwr4o✓i,
Cr+ps f=i=rw_ RIVER BASIN
!d ❑Yes No
--- ------- --- -
Detention Pond ❑ High Density Other
i Density Infiltration ❑ Off Site
❑ Structures Information
❑ Urban Waterfront
acres to be disturbed
A Wetlands on Property ❑ yes ❑ No
Wetland Impacts Go 5- Acre(s)
No ❑ Buffers Impacted Acre(s)
-1 No
Permit received from USAGE NYes [:]No
-gular ❑ Express
hcation fee, may be charged for
Total Fee,Amount $

Feb 13 2000 1 29PM HP LFISERJET FAX
P 3 ,
Stormwater Manag
For
Port City Community
Cardinal Drive Prc
Wilmington, New Hanover
Prepared for
Next Step Properties of Wilming
1S08 Military Cutoff Road, Sui
Wilmington, NC 28403
13-February-2006
Plan
urch
NC
i, LLC
302

Peb 13 2006 1 29PM HP LRSERJET FRX P 4
Narrative
Protect Description
This stormwater design is for appoximately16 25 acres off ofCardinal Drive to Wilmington
New Hanover County North Carolina (see wcini y map on plan set) The amount of land for
the construction and installation of the church building road ays parking lots utilities and
stormwater appurtenances will be approximately 6 25 acre Stormwater from this site will
be caught by curb and gutter and catch basins and treate by one (1) stormwater pond
That pond will outlet into a proposed ditch approved by the rmy Corps of Engineers The
stormwater pond will allow the protect to meet the NCDENf stormwater requirements as
well as New Hanover County s Pre Post requirements
Site Description
The predominant topography in the Port City Community Church Cardinal Drive Protect
predominantly flat with only mild sloping to existing ditches Fhe ditches which have been
approved by the Army Corps of Engineers ultimately d ain into the Smith Creek a
classified C Sw waterway The elevations of this protect ranges from 38 feet MSL to 42 feet
MSL and according to the Soil Survey of New Hanover Counly North Carolina the majority
of underlying soils are mainly Stallings fine sand and T hunta loamy fine sand The
Stallings fine sands are well draining and have a sod hydrologic group of A The Tohunta
loamy fine sands are poorly draining soils and have a soil iydrologic group of C Other
soils included in this site are Kureb urban land complex 1-8 o Kureb sand 1 8% Murville
fine sand Seagate fine sand and Woodington fine sandy loam The site is covered by
dense woodland vegetation and adjacent properties to this Pevelopment are zoned R-10
residential to the east and Zone RB to the south west and north
Treatment Svstem
The site will be treated with one stormwater pond that is designed to store the over the 1 5"
of and will have a 9090 reduction in total suspended solids Bbth of these design criteria are
higher than the state requirements of 1 0' and 85% respect I ely The pond will outlet to a
perimeter ditch that ties back into the site s natural drama a pattern at the back of the
property The stormwater pond will allow the p,olect to m et the NCDENR stormwater
requirements as well as New Hanover County s Pre Post requirements

Feb 13 2006 1 29PM ' HP LRSERJET FR% p 5

Feb 13 2000 1 29PM HP LRSERJET FRX
A
Coastal Land Design, PLLC
P O Box 1172 Wilmington NC 28402
Phone [phone] Fax [phone]
To Cameron Weaver
From Jay Carmine
Re Port City Community Church
Date 13-February-2006
Fax
CC
Pages
Job #
IF YOU DO NOT RECEIVE THIS DOCUMENT CLEARLY PLEASE CALL (910)
Cameron
ax Transmittal
0) 350 2004
(Inclucing Cover)
9333
❑ This is your original ❑ Originhl to be mailed
Attached is the Request for Express Permit Review Application,
City Community Church, Cardinal Drive Project Please let me k
require
Jay
ative, and Vicinity Map for the Port
it there is anything else that you
Fax CameronWeaver-Express021306 doc

769307
Date Filed 2/28/2005 7 12 00 AM
Elaine F Marshall
North Carolina Secrctary of State
C200505500633
ARTiCLFS OF ORGANIZATION
OF L
NEXT STEP PROPERTIES OF WiLMiNGTON, LLC
Pursuant to 57C-2-20 of the General Statutes of North Carolina, the undersigned hereby submits
these Articles of Organization for the purpose of forming a Limited Liability Company
1 the name of the Limited Liability Company is NEX7 STEP PROPERTIES OF
WILMINGTON, LI C
The latest date on which the Limited Liability Company is to dissolve is January 1 2075
I he name and address ofeach organizer executing the Articles of Organization is as follows
James A MacDonald
1508 Military Cutoff Road
Suite 102
Wilmington N C 28403
4 The street address and county of the initial Registered Office of the Limited Liability
Company is 1508 Military Cutoff Road, Suite 302 Wilmington New Hanover County North Carolina
28403
5 the mailing address if different from the street address of the mural Registered Office is
1508 Military Cutoff Road Suite 302 Wilmington New Hanover County Wilmington North Carolina
28403
fhhe name of the initial Registered Agent is Jon T Vincent
7 1 he street address and county of the principal office of the limited liability company is 1508
Military Cutoff Road, Suite 302, Wilmington New Hanover County North Carolina 28403
The mailing address and county of the principal office of the limited liability company is 1508
Military Cutoff Road Suite 302 Wilmington New Hanover County, North Carolina 28403
Check one of the following
—Member managed LLC all of the members by virtue of their status as members shall be
managers of this Limited Liability Company
X Manager -managed LLC except as provided by NCGS §57C3-20(a) the members of
this Limited Liability Company shall not be managers by virtue of their status as members
These Articles will be effective upon filing
This the /ckiay of February, 2005
SEAL)
J mes A MacDonald Organizer