SW8080807_HISTORICAL FILE_20080926

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. smow�
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 94 0� p y
YYYYMMDD

O��FWATF
qQ(r Michael F.Easley,Governor
William G. Ross Jr.,Secretary
co DUJ r North Carolina Department of Environment and Natural Resources
1 �
O C Coleen 11.Sullins,P.E Director
Division of Water Quality
September 26, 2008
Billy Miller, Development Committee Chairman
Wrightsboro Baptist Church
2736 Castle Hayne Road
Wilmington, NC 28412
Subject: Stormwater Permit No. SW8 080807
Wrightsboro Baptist Church
High Density Project
New Hanover County
Dear Mr. Miller:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Wrightsboro Baptist Church on September 26, 2008. 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 080807 dated September 26, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 26, 2018, 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 adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 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 Chris Baker, or me at [phone].
Sin rely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlcsb: S:\WQS\STORMWATER\PERMIT\080807.sep08
cc: Larry Knoerl, Tripp Engineering
New Hanover County Building Inspections
City of Wilmington Development Services
New Hanover County Engineering
Chris Baker
Wilmington Regional Office N0rthcatohna
Central Files ✓luaturally
North Carolina Division of Winer Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualitvore Fax [phone]
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State Stormwater Management Systems
Permit No. SW8 080807
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
Billy Miller and Wrightsboro Baptist Church
Wrightsboro Baptist Church
2736 Castle Hayne Road, 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 September 26, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 84,444 square feet of
impervious area.
3. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans.
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 080807
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, 9cres: 5.72
Onsite, ft : 249,307
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 84,444
C. Design Storm, inches: 1.5
d. Pond Depth, feet: 5.3' (3.27 avg)
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 30
g. Permanent Pool Surface Area, ft2: 22,532
h. Permitted Storage Volume, ft3: 26,970
i. Temporary Storage Elevation, FMSL: 31.5
j. Controlling Orifice: 1.5"0 pipe
k. Permitted Forebay Volume, ft3: 13,512
I. Fountain Horsepower, HP 1/4
M. Receiving Stream/River Basin: Ness Creek / Cape Fear
n. Stream Index Number: 18-74-62
o. Classification of Water Body: "C:SW"
It. 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 time 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 re-vegetation 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 080807
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/4 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 080807
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance 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 26th day of September, 2008.
NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Co een ullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 080807
Wrightsboro Baptist Church
Stormwater Permit No. SW8 080807
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:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 080807
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
New Hanover County Building Inspections
Page 7 of 7

TRwp ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] FAX: [phone] R�
At . 6?pp8
September 26, 2008
NCDENR
Division of Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Chris Baker
Re: Wrightsboro Baptist Church
New Hanover County, NC
SW8 080807
TE 07072
Dear Mr. Baker:
In response to your comments to Mr. Billy Miller, Development Committee Chairman for the
Wrightsboro Baptist Church, dated September 24,2008, we offer the following:
1. On the wet detention basin supplement the storage volume for non-SR waters is not
filled our and is the applicable section for this submittal,please correct.
The Wet Detention Basin Supplement has been revised to now include the minimum volume
required and volume provided for non-SR Waters.
2. The orifice outlet is oversized and drains the design storm in 0.8 days. The minimum
storage time is 2 day and the maximum is 5 days. please resize the orifice to meet this
criteria and correct the supplemental form and the plans as necessary.
The orifice outlet has been revised from a 3-inch diameter pipe to a 1.5-inch diameter pipe. This
change has been made to the stormwater calculations,Wet Detention Basin Supplement and to the
Detention Pond Outlet Structure detail on C3 Sheet 4 of 7 of the design plans.
Enclosed are two copies each of the revised stormwater calculations, Wet Detention
Basin Supplement and C3 Sheet 4 of 7. Please review for approval and contact us with any
questions, comments or if you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Larry erl n
L
Enc.

Q�O�W ATF9QG Michael P.Easley,Governor
0 William G.Ross Jr.,Secretary
rNorth Carolina Department of Environment and Natural Resources
0 Y Coleen H.Sullins Director
Division of Water Quality
September 24,2008
Billy Miller, Development Committee Chairman
Wrightsboro, Baptist Church
2736 Castle Hayne Road
Wilmington, NC 28401
Subject: Request for Additional Information
Stormwater Project No. SW8 080807
Wrightsboro,Baptist Church
New Hanover County
Dear Mr. Miller:
The Wilmington Regional Office received a State Stormwater Management Permit Application on September 22,
2008. A preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
1. On the wet detention basin supplement the storage volume for non-SR waters in not filled our and is the
applicable section for this submittal, please correct.
2. The orifice out let is over sized and drains the design storm in 0.8 days. The minimum storage time is 2 day
and the maximum is 5 days. Please resize the orifice to meet this criteria and correct the supplemental form
and the plans as necessary.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received in this Office prior to October 1, 2008, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent. All original documents must be returned or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me
at(910) 796-7215 or email me at [e-mail].
Sincerely,
Ch � .,.
Chris Baker
Environmental Engineer II
ENB/csb: S:\WQS\STORMWATER\ADDINFO\2008\080807.sep08 No¢hCarolina
CC: Larry Knoerl. Trion Engineering Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: wwwnewalerquali ory Fax [phone]
An Equal OpporlunitylAffrmative Action Employer—50%Recycled/10%Post Consumer Paper

TRII'P ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] FAX: [phone]
September 22, 2008
NCDENR
Division of Water Quality .�,�T--,;D-
127 Cardinal Drive s
Wilmington, NC 28405-3845
1
Attn: Chris Baker
Re: Wrightsboro Baptist Church
New Hanover County, NC
TE 07072
Dear Chris:
We are submitting for a fast track review for the above referenced project.
Enclosed please find the following items:
• $4,000 check
• Narrative
• Application (original and one copy)
• Wet detention basin supplement
• Operation and maintenance agreement
• Deed restrictions form
• Calculations
• Soils report
• Corps of Engineers wetlands determination
• Three (3) sets of plans
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp ngineerin , P.C.
arry oe 1
LDK:dcb
Enc.

��, Wrightsboro Baptist Church
LDK Ports 07072
Stormwater Calculations
Total Drainage Area
sq.ft. acres
249,307 5.72
Impervious Area
Land Use sq.ft. acres
Building 15,945 0.37 %impervious=0.339
Asphalt access 41,637 0.96 =33.9%
Grass Parking 19,013 0.44 say 34.0%
Existing im rvious 7,849 0.18
[Total 84,444 1.94
Stormwater Calculations:
Time of Concentration:
Hydraulic Length(L)= 600 ft
.
change in Height(H)= 4 ft. Cr = 0.25
Tc = (1-3/H)-/128 Crow=(%imp.)(.95)+(1-%imp.)(.25)
7.41 min. = 0.49
Im= 4.82 inthr
Flow for 10 year,6 hour Storm (Q,d: 1.= 6.40 in/hr
QPRE_(C,m)x(I,d x (Area)
6.90 cfs Flow for 50 year,6 hour Storm(Q,):
Qoon=(Crow)x(I,d x(Area) QPRE_(Crae)x Ord x(Area)
13.52 cfs = 9.16 cfs
QP =(CPS„)x (I,d x(Area)
Detention Pond Design: - 17.95 cfs
Main Pond Size:
Elevation Surface Area State Surface Area Requirement at normalpool:
ft. .ft. Pond side slopes= 3:1
Top of Bank 33.00 31,261 Depth below N.P.= 3.27 ft.
Flood Pool 31.50 20,860 SAIDA= 0.039
Top of V.S. 30.50 19,519 (Chart for 90%TSS Removal for Wet Detention
Normal Pool 30.00 16,752 Pond without Vegetative Filter
Bottom of V.S. 29.50 14.153 Required SA= (SA/DA)x(Total Drainage Area)
Bottom of Pool 24.70 7,653 - 9,723 sq.ft.
Provided SA = 22,532 sq.ft.
Provided Normal Main Pond Volume:
Bottom SA= 7,653 sq.ft.
Bottom of VS SA= 14,153 sq.ft.
Normal Pool SA= 16,752 sq.ft.
[((NP SA+Bottom VS SAy2)x(NP el.-Bottom VS el.)]
+[((Bottom VS SA+Bolton Pool SA)12)x(Bottom VS el.-Bottom Pool et.)]
= 60,061 cu.ft.
Fore bay
Provided Normal Forebay Pond Volume
EI.=27.0;Bottom Pond SA= 3,228 sq.ft.
EI.=30.0;Normal Pool SA= 5,780 sq.ft.
Vol.= [(N.P.SA+Bottom SA)/21 x(N.P.el.-Bottom el.) Tolat Provided NP Volume
= 13,512 cu.ft. Depth= 311. 73,573 cu.ft.
Required Forebay Volume
Vol.= 20%of Normal Pool volume of Pond and Forebay dual%of Forebay Volume
= 14,715 cu.fL = 18.37
4 9�t 9
SEAL
Q�v 173744
cv,tV f
F, 0 < a
5EP 2 21006 .t
07072pond 091008.xis 1 of 2 it

•, 0912612006 Wrightsboro Baptist Church
LDK Pond 07072
Storrnwater Calculations
Provided Main Pond Storage Volume:
Vol._ [((NP SA+Top of VS SA)12)x(Top of VS Elev.—NP Elev.)]
+[((Top of VS SA+FP SA)12)x(FP Elev.-Top of VS Elev.)]
29,257 cu.ft.
Provided Forebay Storage Volume:
EI.=30.0;Normal Pool SA= 5,780 sq.ft.
EI.=31.5;Flood Pod SA= 6,903 sq.ft.
Vol._ [((NP SA+Flood Pool SA)/2)x(Flood Pod Elev.—NP Elm.))
= 9,512 cu.ft.
Total Provided Storage Volume:
Vol.= 38,770 cu.ft.
State Volume Reg.for Storage of first 1.5"runoff:
Ev = .05+M%%imp)
0.35
V=(Design rainfall)(Rv)(Drainage Area)
)
= 11,058 cu.ft.
Outlet Structure Design:
Flow for 2-day drawdown: Flow for 5-day drawdown:
for 1 st 1.5"of stormwater, for 1st 1.5"of stormwater,
Q= Temp.Pool Vol./172,800 sec.(2-days) Q= Temp.Pod Vol.1432,000 sec.(5days)
= 0.224 cfs = 0.090 cfs
Required Area of Pipe for 2-day drawdown: Required Area of Pipe for 5-day drawdown:
A= Q/[Cd x SQRT(2 x 9 x h)] A= Q/[Cd x SQRT(2 x g x h)]
Cd= 0.6 Cd= 0.6
9= 32.2 ft./s' 9= 32.2 ft./s2
h=(F.P.elev.-N.P.Elev.)/3 h=(F.P.elm.-N.P.Elev.)/3
= 0.5 ft. = 0.5 ft.
A= 0.0659 sq.ft. A= 0.0264 sq.ft.
Diameter of Pipe for 2-day drawdown: Diameter of Pipe for 5-day drawdown:
DIA.= SQRT[(A x 4)/pi] DIA.= SQRT[(A x 4)/pi]
0.2897 ft. = 0.1832 ft.
3.48 in. = 2.20 in.
Drawdown Calculation
Orifice Used=
Drawdown rate= 0.042 cts
Drawdown time= 3.06 days
Outlet Structure Check:
Using a) x 4'Basin, Q= Cw x L x HI I
Perimeter a = 16 ft. H= [Q/(Cw x L)]"
Cw=3
Q= CIA = 0.54 ft.
C=(%imp.)(.95)+(1-%imp.)(.25)
= 0.49 Peak elevation= fkxxt pool elevation+�
1= 6.84 in.for a 10 yr.Storm = 32.04 ft.
A= 5.72 Acres
19.18 cfs
07072pond 091008.xis 2 of 2

' DWQ USE ONLY
Date Received Fee Paid Permit Number
C, — ,:5 CIM-0
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Wrightsboro Baptist Church
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Billy Miller, Development Committee Chairman
3. Mailing Address for person listed in item 2 above:
2736 Castle Hayne Road
Gty:Wihningion State:NC Zip:28401
Phone: (910 ) 763-3181 Fax: (SIM ) �✓e 3—�u��
Email:[e-mail]
4. Project Name(subdivision,facility, or establishment name-should be consistent with project name on
plans, specifications,letters, operation and maintenance agreements,etc.):
Wrightsboro Baptist Church
5. Location of Project(street address):
2736 Castle Hayne Road
City:Wilmington County:New Hanover
6. Directions to project(from nearest major intersection):
aMrox.0.37 miles north of the intersection of SR 1322(N Kerr Ave)and NC 133(Castle Hayne Road)
Site is on the right.
7. Latitude:N 34 17' 38" Longitude:W 77 55' 05" of project
8. Contact person who can answer questions about the project:
Name:Larry Knoerl Telephone Number: (910 ) 763-5100
Email:larry-Lril2peng!@ec.ff.com
H. PERMIT INFORMATION:
1. Specify whether project is(check one): ®New ❑Renewal ❑Modification
' RFr�r�r>�;D
Form SWU-101 Version 8.07 Page 1 of 4 S E P 2 2 2008
BY:____ ---

2. If this application is being,submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberNA and its issue date(if known)
3. Specify the type of project(check one):
❑Low Density ®High Density []Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements(check applicable blanks):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ®NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater management for the project.
All proposed new development to be treated by wet detention. Existing development prior to 1988 to be
allowed to drain as it is currently_
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Site Area: 28.08 acres 4. Total Wetlands Area:0.0 acres
5. 1W Wide Strip of Wetland Area: NA acres (not applicable if no wetlands exist on site)
6. Total Project Area":28.08 acres 7. Project Built Upon Area:15.14 70
8. How many drainage areas does the project have? 3
9. 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 are4 provided in the same format as below.
Basin Information Drainage Area `Drainage Area 2
Receiving Stream Name Ness Creek Ness Creek
Stream Class 8r Index No. C;SW 18-74-62 C;SW 18-74-62
Drainage Area (sf) 139,731 249,307
Existing Impervious`Area (sf) 100,862 7,849
Proposed Impervious`Area (sf) 0 76,595
`Yo Impervious" Area (total) 72.2`,6 33.9 0
Impen,ious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings (sf) 25,323 (prop.) 13,945
On-site Streets (sf) 30,743 (prop.) 41,637
On-site Parking (sf) 20,916 (prop.) 19,013
On-site Sidewalks (sf) 3,880 0
Other on-site (so 0 (exist.) 7,849
Off-site (sf) 0 0
Total (sf): 100,862 84,444
Iniperviotis area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
side calks, gravel areas, etc.
=BY:
Form SWU-101 Version 8.07 Page 2 of 4

If this application is being submitted as the result of a renewal or modification to an existing permit, list the
fisting permit number and its issue date(if known)
3. Spec the type of her
(check one):
[—]Low De ' []High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Projec equirements(check applicable blanks):
❑CAMA Major imentation/Erosion Control 0404/401 Permit PDES Stormwater
Information on required state its can be obtained by contacting the stomer Service Center at
1-877-623-6748.
M. PROJECT INFORMATION
1. In the space provided below,summarize how st w r will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater m gement fo a project.
2. Stormwater runoff this project drains to the River basin.
3. Total Site Are acres 4. Total Wetlands Area: acres
5. 700' Wi trip of Welland Area: acres (not applicable ifno wetlands exist on site)
6. T Project Area": acres 7. Project Built Upon Area: %
How many drainage areas does the project have?
9. 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 Drainage Area 3 Drainage Area,2'T TAt_
Receiving Stream Name Ness Creek Ness Creek
Stream Class &Index No. C;SW 18-74-62 �o C;SVV 18-74-62
Drainage Area (st) 607,676 „y , 996,714
Existing Impervious*Area (sf) 0 Fa r 108,711
Proposed Impervious*Area (sf) 0 76,395
°0' Impervious*Area (total) 0 1.8.6
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings (sf) 0 41,268
On-site Streets (sf) 0 92,380
On-site Parking (st) 0 39,929
On-site Sidewalks (sf) 0 3,880
Other on-site (sf) 0 7,849
Off-site (so 0 0
Total (sf): 0 185,306
Irn envious area is defined as the built upon area including, but not limited to buildings, roads pa)-king V f V 8 g . , p g areas,
siderualks,grazrel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon
area percentage calculation, F.,sEp
CETVED
Form SWU-101 Version 8.07 Page 2 of 4 2 2 2008

"Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon
area percentage calculation.
10. How was the off-site impervious area listed above derived?NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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.
FormAPC-1 High Density Commercial Subdivisions
ForV'D 2 High Density Developments with Outparcels
For -3 High Density Residential Subdivisions
Form RPC-4 Low Density Commercial Subdivisions
Fo RPC-5 Low Density Residential Subdivisions
FoRPC-6 Low Density Residential Subdivisions with Curb Outlets r�D
By your signature below,you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form,that the covenants will be binding
on all parties and persons claiming under them,that they will nm 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(919) 733-5083 for the
status and availability of these forms.
For W401-Low Density Low Density Supplement
FoA.1,*401-Curb Outlet System Curb Outlet System Supplement
ForW401-Off-Site System Off-Site System Supplement
,/Form S W401-Wet Detention Basin Wet Detention Basin Supplement
Fo 401-Infiltration Basin Infiltration Basin Supplement
FormN401-Infiltration Trench Underground Infiltration Trench Supplement
Form 401-Bioretention Cell Bioretention Cell Supplement
For 401-Level Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form 401-Wetland Constructed Welland Supplement
Form 401-Grassed Swale Grassed Swale Supplement
FormYW401-Sand Filter Sand Filter Supplement
RFCFiv I'L
SEP 2 2 2008
Form SWU-101 Version 8.07 Page 3 of 4 BY:_-------

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 Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
1. 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
• Original and one copy of the Deed Restrictions &Protective Covenants Form C�
• Original of the applicable Supplement Form(s)and O&M agreement(s)for each BMP fY
• Permit application processing fee of$505 ($4,000 for Express)payable to NCDENR
• Calculations& detailed narrative description of stormwater treatment/management Cy'��
• Copy of any applicable soil report f2r,,
• Three copies of plans and specifications(sealed,signed&dated), 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 authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent(individual or firm):Tripp Engineering,P.C.
Mailing Address:419 Chestnut St
City:Wilmington State:NC Zip:28401
Phone: (910 ) 763-5100 Fax: (910 ) 763-5631
Email:trippeng©ec.rr.com
Vill. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information,item 2) Billy Miller
certify that the information included on this permit application form is, to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: / Date:
RFC FT V.F_D
Form S WU-101 Version 8.07 Page 4 of 4 S E P 2 2 2008
BY:-

CAPE FEAR RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Nancy Branch CPF05 16-41-1-17-3-2 D23SW2 WS-IV;NSW
Nancys Creek CPF17 18-88-1-3 L26NE3 SC;Sw,HQW
Natmore Creek CPF16 18-60 J25NE9 WS-IV;Sw
Natmore Creek CPF16 18-68-22-1-2-2-1 J25NE9 C;Sw
Natmore Creek CPF20 18-68-22-1-2-2-1 J25NE9 C;Sw
Neal Branch CPF17 18-66-8 J26SE1 C;Sw
Neills Coon Branch CPF13 16-20-13-3-3 F22SW9 C
Neills Creek (Neals Creek) CPF07 18-16-(0.3) E23SE9 C
Neills Creek (heals Creek) CPF07 18-16-(0.7) E23SE6 WS-IV
CNess-Creek CPF23 ,1.8�74t-.62> J27SW8 CC SWo
Neville Creek CPF06 16-41-2-2-1-(1) D22NW9 WS-II;HQW,NSW
Neville Creek CPF06 16-41-2-2-1-(2) D22NE7 WS-II;HQW,NSW,CA
New Hope Creek CPF05 16-41-1-(0.5) C22SW9 C;NSW
New Hope Creek CPF05 16-41-1-(11.5) D23NW4 WS-IV;NSW
New Hope Creek CPF19 18-68-3-1 H26SW7 C;Sw
New Hope Creek (including New Hope Creek Arm of CPF05 16-41-1-(14) D23NW7 WS-IV;NSW,CA
New Hope River Arm of B. Everett Jordan Lake)
New Hope River Arm of S. Everett Jordan Lake CPF05 16-41-(0.5) D23SW4 WS-IV,B;NSW,CA
(below normal pool elevation)
New Hope River Arm of B. Everett Jordan Lake CPF04 16-41-(3.5) D22SE6 WS-IV,B;NSW,CA
(below normal pool elevation)
New Hope River Arm of B. Everett Jordan Lake CPF05 16-41-(3.5) D22SE6 WS-IV,B;NSW,CA
(below normal pool elevation)
Nicholson Creek (Mott Lake) CPF15 18-31-14 G22SW5 C
Nick Creek CPF12 17-43-9 D21SWB C
Nicks Creek CPF14 18-23-3-(1.5) G21NW2 WS-III;CA
Nicks Creek CPF14 18-23-3-(3) F21SWB WS-III
Nicks Creek (Von Canon Lake) CPF14 18-23-3-(0.5) G20NE3 WS-III
Nigis Creek CPF17 18-88-1-2 L26NE3 SC;Sw,HQW
Ninemile Swamp CPF22 18-74-26-1-1 H28SW8 C;Sw
Nixon Channel CPF24 18-87-20 J28SW4 SA;ORW
Nixons Creek CPF24 18-87-11 J28NW9 SA;HQW
Norris Branch CPF07 18-7-5-1 E23NE7 C
North Branch CPF22 18-74-29-2-3-1 H26SE4 C;Sw
North Buffalo Creek CPP02 16-11-14-1 C19SE4 C;NSW
North Prong Anderson Creek (Cambro Pond) CPF14 18-23-32-1 F23SW5 C
North Prong Carvers Creek (Curtin Lake) CPF15 18-24-2 G23NE4 WS-IV
North Prong Richland Creek (Farlows Lake) CPF09 17-22-1 E19NEB C
North Prong Rocky River CPF12 17-43-4 D20SE3 WS-III
North Prong Stinking Quarter Creek CPF03 16-19-8-1 D20NW9 C;NSW
Northeast Cape Fear River CPF21 18-74-(1) G26NE6 C;Sw
Northeast Cape Fear River CPF22 18-74-(1) G26NE6 C;Sw
Northeast Cape Fear River CPF22 18-74-(25.5) H27SE4 C;Sw,HQW
Northeast Cape Fear River CPF22 18-74-(29.5) I27NW2 C;Sw
Northeast Cape Fear River CPF23 18-74-(29.5) I27NW2 C;Sw
Northeast Cape Fear River CPF23 18-74-(47.5) J27NE4 B;Sw
Northeast Cape Fear River CPF23 18-74-(52.5) J27SW2 C;Sw
Northeast Cape Fear River CPF17 18-74-(61) J27SWB SC;Sw
Northeast Cape Fear River CPF23 18-74-(61) 727SW8 SC;Sw
Northeast Creek CPF05 16-41-1-17-(0.3) D23NW6 C;NSW
Northeast Creek CPF05 16-41-1-17-(0.7) D23NW9 WS-IV;NSW
Northeast Creek CPF05 16-41-1-17-(4) D23SW4 WS-IV;NSW,CA
Oak Branch CPF14 18-23-29-2-3 F22SE8 C
Page 20 of 30

(0 LZ
T DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT,CORPS OF ENGINEERS
P.O.BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO October 31, 1994
Regulatory Branch
Action ID No. 199500160, Wetland Determination
Mr. Kerry Cross
Wrightsboro Baptist Church
2736 Castle Hayne Road
Wilmington, North Carolina 28401
Dear Mr. Cross:
Reference your September 30, 1994 meeting with Mr. Michael Hosey, of my
Wilmington Field Office staff, on the Wrightsboro Baptist Church property,
located on Castle Hayne Road, near Wilmington, New Hanover County, North
Carolina. The purpose of the meeting was to determine the presence of
wetlands subject to our regulatory jurisdiction pursuant to Section 404 of the
Clean Water Act.
The inspection revealed that no jurisdictional wetlands are present on
the 400 foot wide tract extending from the parking area behind the church
building to Holland Drive. -
Questions or comments may be addressed to Mr. Jeff Richter, Regulatory
Branch, telephone (910) 251-4636.
Sincerely,
ne Wrig t
Chie Regula ry Branch
�jq

`= �-' 10714/2004 09: 29 9104520060 LaNDMaNAGEMENT eats.:_nU eo..
U.S. ARMY CORPS OF ENGINEERS
WMMINGTON DISTRICT
Action Id.200401250 County: New Hanover U.S.G.S. Quad: Castle Havne
NOTIFICATION OF JURISDICTIONAL DETERWNATION
Property Owner/Agent: Wriahtsboro Baptist Church
Address: 2736 Castle Rayne Road
Wriehtsbo o.NC 28401
Telephone No.: _
Property description:
Size(acres) apex. 20 Nearest Town Wriehtsburo
Nearest Waterway Ness Creek River Basin Cape Fear River
USGS HUC 03030000 Coordinates N34,2939 W-77.9167
Location description This tract is located at 2736 Castle Havne Road,behind the WriEhtsboro Baptist Church,near
Ness Creek in Wriehtsboro New Hanover County,North Carolina.
Indicate Which of the Following Appiv:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army(DA)jurisdiction. To be considered fins) a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part 331).
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations,this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act(CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload,the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once veri.`:ed, tbis surrey will provide an accurate depiction of all areas subject to CWA jurisdiction on your propcity
which,provided there is no change in the law or our published regulations,may be relied upon for a period not to exceed
five years.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations,this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X Therc are no waters of the U.S.,to include wetlands,present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or our
published regulations,this determination may be relied upon for a period not to exceed five years from the date of this
notification
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington.NC,at(910)395-3900 to determine
their requirements. t I2
TIC
1 StI. 2 2 2008
Page I of 2
BY:�-

10/14/2004 09: 29 9104520060 LANDMANAGEMENT rAGt e�iy5
Action ID: Rao u o 115s 0
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army pemut may
constitute a violation of Section 301 of the Clean Water Act(33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program,please contact Jennifer S.Fry e at 910-2514923.
Basis For Determination: This exhibited ao indicators of iurisdietional wetlands or waters. This determination is based
on information submitted by Land Management Group,Inc. and a site visit by.Jennifer Frye on 9/23/2004.
Remarks: Coov Furnished:
MG.Inc„PO Box 2522,Wilmington,NC 28402
Corps Regulatory Official:
Date 09/29/2004 Exp lion Date 09/29/2009
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"form must be
transmitted with the property owoer/agent copy of this form
• If the property contains isolated wetlands/waters, please indicate in"Remarks" section and attach the
"Isolated Determination Information Sheet"to the file copy of this form.
R 2 �, 1 ooB
12 .�
Page 2 of 2

1PI14/2004 09: 28 9104520060 LANDMANAGEMENT
l
MAppificant: WrigghtsboroBaEptist Church I File Number: 200401250 D"9/29/2004Attached is: S
INITIAL PROFFERED PERVIIT (Standard Permit or Letter of A
ermission
PROFFERED PERMIT Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED 7URISDICTIONAL DETERMINATION D
PRELIMINARY JURL9DICTIONAL DETERMINATION E
e .
A: INITIAL PROFFERED PEkimn: You may accept or ohJect to the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entircty, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terns and conditions therein, you
may request that the permit be modified accordingly. You must complete Section II of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a)modify the permit to address all of your
concerns, (b)modify the permit to address some of your objections, or(c)not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMTI': You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions,and approved jurisdictional determinations associated with the permit
• APPEAL: If you choose to decline the proffered permit (Standard or LOP)because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
C: PERbIIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
mast be received by the division engineer within 60 days of the date of this notice.
RFr'FF,
TVI�
5EN 2 2 ?.00b

,10�/1C/2004 09:28 9104520060 LANDMRNAGEMENT rat,L On/Un
• P
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT; You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section 11 of this form and sending the farm to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELLMENARY JURISDICTIONAL DETER,l9NAT1ON: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (whicb may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
REASONS FOR APPEAL. OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record_
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
USACE Wilmington District Mr-Arthur Middleton,Administrative Appeal Review Officer
PO Box 1890 CESAD-ET-CO-R
Wilmington, NC 28402-1890 U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
�vF�D
DIVISION ENGINEER: V
Commander 71:0:
2 q, 10o8
U.S. Army Engineer Division, South Atlantic
60 Forsytb Street, Room 9MIS
Atlanta, Georgia 30303-3490

09/18/08 TE07072
Stormwater Drainage System
Narrative
Wrightsboro Baptist Church
2736 Castle Hayne Road
New Hanover County, NC
Wrightsboro Baptist Church is an existing church site located on Castle Hayne Rd. in New
Hanover County. The entire site is a 28.08 acre tract of land of which 5.72 acres is now being
proposed for this new development. Of the 28.08 acres, approximately 3.21 acres have already
been developed and another 19.15 acres will remain undeveloped at this time. The church
currently is serviced by public water, a private septic system and four driveways accessing Castle
Hayne Rd.
The Church is proposing to build a new multi-purpose addition of 15,945 sf., add additional
grass parking spaces at the rear of the new addition, an access road to those parking spaces, and a
forebay and wet detention system.
The site will have five drainage areas: 1) existing on-site development, 2) proposed on-site
development, 3) undeveloped on-site area, 4) existing off-site drainage south of the site and 5)
existing off-site drainage north of the site. All outflow from the five drainage basins drain to
Ness Creek; classification C-Sw. DA #1 is the existing development established prior to 1988.
Flow from this basin will continue to be collected with the existing on-site drainage system
which connects to an existing drainage system in the NCDOT right-of-way.
DA #2 will be the new development which will be treated via a wet detention pond sized to
collect the first 1.5" of runoff storm. The pond will be sized to hold the required pre/post
development volume difference for a 24-hr. 2-yr., 10-yr. and 25-yr. storm events. The pond
RF
p n�
BY:�--

09/18/08 TE07072
has also been sized to contain the volume of a 100-yr. storm event. Outflow from the wet
detention pond will be to a proposed storm drainage system which will connect to an existing on-
site storm drainage system and ultimately to an existing storm drainage system in the NCDOT
right-of-way.
DA #3 is a portion of the remainder of on-site drainage from an undeveloped area east of the
project site. A proposed storm drainage system will collect drainage from this area and connect
to an existing on-site storm drainage system which discharges into an existing stormwater
drainage system located in the Castle Hayne Rd. right-of-way.
DA #4 collects off-site drainage from south of the site. A proposed storm drainage system will
collect drainage from this area and connect to an existing on-site storm drainage system which
discharges into an existing stormwater drainage system located in the Castle Hayne Rd. right-of-
way.
DA#5 collects off-site drainage from north of the site. The off-site drainage will be collected by
an existing swale which will lead to a proposed inlet structure. This structure will ultimately
discharge the drainage to an existing swale and catch basin located in the Castle Hayne Rd. right-
of-way.
Summary
For this project site, all existing on-site and off-site drainage to this site currently is collected by
existing stormwater drainage systems on the project site. These systems connect to an existing
stormwater drainage system that resides in the Castle Hayne right-of-way adjacent to the project
site. The five drainage basins described above will ultimately drain to the same stormwater
drainage system in the Castle Hayne right-of-way. Any increase in prelpost development runoff
for the 24-hour 1-yr, 2-yr, 10-yr. and 25-yr. storm events and the first 1.5" of runoff from the
new development will be collected and routed to a proposed wet detention pond and released
over 2 days to 5 days to the existing stormwater drainage system. RF C,'W'INIF�
2
5EN
gY:-

J
For DENR Use ONO
North Carolina Department of Environment and Reviewer:
A Natural Resources Submit
0AM t
NC®E�R Request for Express Permit Review Time: C9� ' 9'0 {f
onfirm _I �� • �� }
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. FAX orEmC xpress
Coor� jlp�q' �fy�i Y /' icini ma sameitemsex ectedinthea lication acka e
�fth�apyeleeviIN
Peoi�lerg egion- av 410 -
av .ee(a-ncmail.net
• Mooresville&-Patrick Grogan 704-663.3772 or patrick.grogan(a).ncmail.net
• Washington Region-Lyn Hardison 252-946-9215 or lvn.hardison0mcmail.net
• Wilmington Region-Janet Russell 910.350.2004orianetrussell(a).ncmail.net
NOTE:Project application received after 12 noon will be stamped in the following work day.
Project Name:WRIGHTSBORO BAPTIST CHURCH County: NEW HANOVER
Applicant: BILLY MILLER Company:WRIGHTSBORO BAPTIST CHURCH
Address: 2736 CASTLE HAYNE ROAD City:WILIMINGTON,State: NC Zip: 28401
Phone:[phone] Fax: Email:wrightsborobaptislchurch a(,capefear.net
Project is Drains into C-SW waters . Project Located in CAPE FEAR River Basin
Engineer/Consultant: Larry Knoerl Company:Tripp Engineering
Address:419 CHESTNUT ST City:WILMINGTON , State: NC Zip: 28401
Phone: [phone] Fax: :[phone] Email: Tarry-lrippeng o(7ec.rr.com
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: #of stream calls—Please allach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd &Bt Rmp, ❑Clear&Grub, ❑ Utility
❑ Low Density ❑ Low Density-Curb &Gutter _#Curb Outlet Swales El Off-site[SW (Provide permit#)]
® High Density-Detention Pond 1#Treatment Systems ❑ High Density-Infiltration _#Treatment Systems
❑ High Density-Bio-Retention _#Treatment Systems ElHigh Density—Constructive Wetlands _# Treatment Systems
❑ High Density-Other _#Treatment Systems ❑ MODIFICATION SW_(Provide permit#)
❑ Coastal Management ❑ Excavation &Fill ❑ Bridges&Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with_acres to be disturbed.(CK#_(for DENR use))
WETLANDS QUESTIONS MUST READDRESSED BELOW
❑ Wetlands(401): Check all that apply Isolated wetland on Property❑ Yes❑ No
Wetlands on Site ❑Yes® No Buffer Impacts: ❑ No❑YES: acre(s)
Wetlands Delineation has been completed: ❑Yes❑ No Minor Variance : ❑ No❑ YES
US ACOE Approval of Delineation completed: ❑Yes❑ No Major General Variance ❑ No❑ YES
404 Application in Process w/US ACOE: ❑Yes ❑ No 401 Application required: ❑Yes❑ No If YES, ❑ Regular
Permit Received from US ACOE❑Yes❑ No Perennial, Blue line stream,etc on site ❑ yes❑ No
For DENR use only
Fee Split for multiple permits: (Check# I Total Fee Amount $
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance Ma'; LJ Min $
SW ❑HD,❑LID,❑ Gen $ 401: _ $
LQS $ Stream Deter,_ till C ii, $z t -
SEP 1 1 2008.
DWO
PF30J #

Project Name Wrightsboro Baptist Church
CO)m
water Express Questionnaire (7/10/2007)
1. What is the applicant's full legal name? Wrightsboro Baptist Church
Is the applicant associated with N/A Sole proprietor Corporation ❑ LLC
Partnership Municipality
If it's an LLC, is it❑ Manager-managed or❑ Member-managed?
What is the applicant's title within the Corp., LLC or Partnership? N/A
Will an agent (someone other than the applicant) be signing the application? LYes No
If Yes, what is the agent's name and title?
Please note the application signature requirements are listed in NCAC 2H.1003 (e). In
summary, only the sole proprietor of a sole proprietorship, the designated manager, member-
manager, president or vice president of a corporation or LLC, the general partner of a
partnership, or a ranking official of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can be accepted only if accompanied by a signed
letter of authorization from one of the aforementioned individuals. Corporations, LLC's and
Partnerships must be registered with the NC Secretary of State's Office, and be active. Please
note that spelling, capitalization, and punctuation are extremely important. Please provide the
entity name exactly as on file with the NC Secretary of State.
2 Where is the project located?
County New Hanover Nearest Town/City Wilmington
(Attach a detailed vicinity map with both local street names and SR, NC, US or Interstate
highway numbers, plus other relevant information such as town or city names, directions to, etc.
Show the nearest intersection of two major roads on the vicinity map. A major road is any 1, 2
or 3 digit NC, US or interstate highway.)
If the project is located in Brunswick, Onslow, or New Hanover Counties, or a small
portion of northern Pender County or the unincorporated areas outside of Morehead City
and Atlantic Beach in Carteret County, NPDES Phase II Post-Construction rules will
apply, unless a vested development right, as described in the Session Law, can be
demonstrated, which is dated prior to July 1, 2007.
3. What is the name of the receiving stream? Ness Creek
What River Basin is it located in? Cape Fear
What is the classification of the receiving stream? C-SW
For SA or SR waters, a separate scaled topographic map will be required_ The project must be
accurately located on the map and the %mile radius from the property corner closest to the SA
or SR receiving stream must be drawn on the map. If you claim that the project is not within
mile of SA or SR waters, you must conduct a series of chlorides tests to demonstrate that the
chlorides level at a point in the receiving stream that is at least%mile from the project is less
than 500 ppm. Samples must be sent to a State certified lab for testing.
4. If the project is high density, what type of stormwater management BMP's are being proposed?
(check all that apply)
Wet Detention Infiltration Trench Infiltration Basin Sand Filter
Bio-retention Wetlands Alternative e Offsite
Dry Detention NPDES Phase II Other
How many separate BMP's are being proposed? 1
5. Is there offsite runoff from the adjacent properties or public right-of-wU that will drain into any of
the proposed BMP's on the project and is not being diverted? LJ Yes ® No ❑ N/A
6. Is a road across other property required to access the project? ❑ Yes u u NoC El N/A
i V E
Page 1 of 2 SEP 11 2008 '
DWO

'O
Project Name Wrightsboro Baptist Church
00.. 7. Is there any existing development or pre-1988 existing BUA located on the pro erty?
(Please document, delineate and identify on the plans.) ® Yes M No El N/A
8. Will the high density project collect all of the proposed BUA? ❑ Yes ® No ❑ N/A
(If not, attach a separate explanation sheet)
"Existing BUA Pre-1980 will not be treated.
9. Will the project involve the subdivision and sale of property? ❑ Yes ® No ❑ N/A
Is the subdivision ❑ residential or❑ commercial?
How many lots are proposed?
(Deed restrictions are required for all residential, commercial, low density or high density sub-
divisions. Specific language for the various types of subdivisions is available from DENR.)
10. Will the plans show all delineated wetlands? ❑ Yes ❑ No ® N/A
(All projects require either signed wetlands delineation map or wetlands report to be
submitted with the application. Only a trained professional may provide information regarding
the presence or absence of wetlands.)
11. Are wet detention ponds or other engineered controls proposed to be located a_d''acent
wetlands? El IZl No ❑ N/A
(If, yes, a physical means to prevent the dewatering of the wetland must be provided, or the
SHWT must be provided to demonstrate that the permanent pool of the BMP is above the
SHWT and will not dewater the wetlands over time. Where possible, all BMP's and swales
should outlet into back the wetland (with level spreaders).
12. For infiltration projects, a site visit must be completed with the DENR soils scientist to verify the
soil type, water table and infiltration rate provided in the soils report.
What is/was the scheduled site visit date? N/A
(Include a copy of the consultant's soil report with the application.)
13. Level Spreaders are required at the outlet of all engineered controls and swales prior to entering
surface waters or wetlands. Will the plans reflect level spreaders? ❑ Yes ® No ❑ N/A
(The purpose of the level spreader is to reduce the energy of the incoming runoff and to
promote diffuse sheet flow to prevent erosion and scour into the receiving waters or wetlands.)
14. Is this project B A modification to an existing permit
A lot that will be treated in an existing, previously permitted BMP?
What is the name of the existing permitted facility? N/A
What is the permit number of the existing permitted facility? SW8 N/A
Is the permitted facility in compliance with its permit? Yes No N/A
Have the deed restrictions been recorded? Yes No N/A
Have the deed restrictions been submitted? Yes No N/A
Has the Designer's Certification been submitted? Yes No N/A
15. Do the plans reflect all information in 15A NCAC 2H.1003 (g)? ® Yes ❑ No ❑ N/A
16. Will all of the design requirements for each proposed BMP be met? ® Yes ❑ No ❑ N/A
(If not, attach a separate explanation sheet. Please note that the Express program is not set up
to handle any type of deviation from the standard design.)
17. For each BMP in all high density projects, and low density curb outlet swale projects, the
individual drainage area for each proposed BMP must be clearly delineated.
18. Any revisions made to the application as a result of this review may cause changes to the other
documentation. Plans, calculations, application, and supplements should be reviewed for any
necessary changes. For example, changing the orifice size will require a modification to the
calculations, the pond details on the plans, and page 1 of the supplement. n E C E IV E D
Page 2 of 2 lU=u( SEP 11 2008
DWQ

UU/ U // UC 111k:Utu12
Site Narrative
Wrightsboro Baptist Church
2736 Castle Hayne Road
New Hanover County, NC
Wrightsboro Baptist Church is an existing church site located on Castle Hayne Rd. in New
Hanover County. The entire site is a 28.08 acre tract of which 5.72 acres is now being proposed
for this new development. Of the 28.08 acres, approximately 3.21 acres have already been
developed and another 19.15 acres will remain undeveloped at this time. The church currently is
serviced by public water, a private septic system and four driveways accessing Castle.Hayne Rd.
The Church is proposing to build a new multi-purpose addition of 15,945 sf., acid additional
grass parking spaces at the rear of the new addition, an access road to those parking spaces, and a
forebay and wet detention system.
No additional driveways are being proposed and therefore it is anticipated that an NCDOT Street
and Driveway Access Permit will not be required. A "dry sewer" extension will he constructed
for future connection to the New Hanover County public system when available. A proposed
sewer manhole will be constructed in the NCDOT right-of-way just west ofthe northwest corner
of the site. A proposed 8" C-900 PVC water line will be constructed to service the new addition.
Using an 8" tapping sleeve & valve, this new service will be connected to an existing public
water line on the east side of Castle Hayne Rd. in the NCDOT right-of-way with just west of the
northwest corner of the site.
t (� E C E I V ED
SEP 1 1 2008
DWG
PROJ #

08/07/08 TE07072
The site will have five drainage basins: 1) existing on-site development, 2) proposed on-site
development, 3) undeveloped on-site area, 4) existing off-site drainage south of the site and 5)
existing off-site drainage north of the site. All outflow from the five drainage basins drain to
Ness Creek; classification C-Sw. Basin One is the existing development established prior to
1988. Flow from this basin will continue to be collected with the existing on-site drainage
system which connects to an existing drainage system in the Castle Mayne Rd. right-of-way.
Basin Two will be the -new development which will be treated via a wet detention pond sized to
collect the first 1.5" of runoff storm. The pond will be sized to hold the required pre/post
development volume difference for a 24-hr. 2-yr., 10-yr. and 25-yr. storm event. Outflow from
the wet detention pond will be to a proposed storm drainage system which will connect to an
existing on-site storm drainage system and ultimately to an existing storm drainage system in the
Castle Haync Rd. right-of-way.
Basin Three is the remainder of on-site drainage from an undeveloped area east of the project
site. A proposed storm drainage system will collect drainage from this area and connect to an
existing on-site storm drainage system which discharges into an existing stormwater drainage
system located in the Castle Hayne Rd. right-of-way.
Basin Four collects off-site drainage from south of the site. A proposed storm drainage system
will collect drainage from this area and connect to an existing on-site storm drainage system
which discharges into an existing stormwater drainage system located in the Castle Flayne Rd.
right-of-way.
Basin Five collects off-site drainage from north of the site.. The off-site drainage will be
collected by an existing Swale which will lead to a proposed inlet structure. This structure will
ultimately discharge the drainage to an existing stormwater pipe located in tl C-asffe A a�n Y A.
FDright-o way. SEP 1 12008
2 DWU
aan.ia

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SEP i 1 2008
TWO
PROJ # CO
�, W07072

ear�ur�aea ua:'zu `l10a566261 RFTS PAVE 02/05
V August 20, 2008
RF S ..
Residential Foundation Tearing Services, PLLC
TMC-Taylor Construction Company, Inc.
1406 Castle Bayne Road
Wilmington,North Carolina 28401
Attention. W. John Rosley
Reference: Seasonal High Watertable Fstimate
Stormwater Pond
Wrightsboro Baptist Church Addition
2736 Castle Hayne Road
Wilmington,North Carolina
RFTS Job No. 410-08
Dear Mr. Rosley:
RFTS is pleased to provide testing services during the design of the stormwater pond at
the proposed Wrightsboro Baptist Church located at 2736 Castle Hayne Road in
Wihnington,North Carolina.
DESCRIPTION OF ACTIVITIES AND FINDINGS
As requested, our staff visited the site on-August 14, 2008 to estimate the scasonal high
watertable at one location within the area of the proposed stormwater pond.
Seasonal High Watertable Estimate
A hand auger.boring.was advanced to a depth of approximately 8 feet below the ground
surface within the area of the proposed pond. The approximate location of the hand
boring is presented as Figure 1. The encountered soils were logged and visually classified
by depth and a Munsell Soil Color Chart was used to determine the hue, value, and
chroma of the visually distinct soil layers. Our soil logs are presented in Table 1.
Stormwater Pond
Soils encountered in our boring location consisted of silty clay and/or silty/clayey sand
(USCS Soil Group `CL', `SM')in the upper 36 inches below the ground Surface and was
underlain by sand with clay (1JSCS Soil Group 'SC') from 36 to 66 inches. Clayey sand -
(USCS Soil Group `SC') was encountered from 66 to 76 inches and was underlain by
clay with sand (USCS Soil Group `CL') from 76 inches to the boring termination depth
of 84 inches below the ground surface. Comparison of the soils to the Munsell Chart
suggests the presence of a zone of aerated soils indicative of their occurring above the
13o5 3A Carolina neadr Ave N Office:910-458-1377
Carolina Beach,NeAh Carolina 28428 E
Fax:[phone]RFCSE
AUG 20,2008 09:02A 9104 Y page 2

08120i2008 b8:2b 9164585261 RFTS PAGE 03/05
TMC-Taylor Construction,Co., Inc. August 20, 2008
RFTS Job No. 41"8 Page Two
seasonal high water table extending to a depth of approximately 27 inches below the
existing ground surface. No water was measured in the bore hole in the upper eight feet
from the existing site grade.
CLOSURE
This seasonal high. water estimate should be reviewed by appropriate regulatory
authorities before finalizing the details of any.civil design. Please find attached our field
data. If you have any questions after reviewing this letter, please do not hesitate to
contact us at your convenience.
Sincerely,
RFTS, PLLC
David L. Winstead
Field Operations Manager
DLW/dlw
Attsc4meou
Copy: Mr. Lang Knoerl,P.E. Tripp Engineering, PC
R C;F
SEP � 2 2006
AUG 20,2008 09:02A 9104585261 page 3

08 20/2008 Oe: 20 9IU4585261 RFTS PAGE 04/05
Table 1
Muosell Soil Classifications
StormwaterPond
Wrightsboro Baptist Church
Wilmington,North Carolina
RkTS Job No. 410-08
Leo Soil Description Hue Value .Chroma Depth Comments
Pond I Topsoil Very Uaric Gray Silty 1 OYR 3 2 041
SAND with organics
gM Silty CLAY lOYR 5 1 11-27
Gray Silty Clayey SAND 7.5YR 6 1 27-36 SHWT
Light Gray fine to medium 7.SYR 7 1 36-5I
SAND with small clay lumps
Brownish Yellow fine to medium l OYR 6 6 51-59 With mottling
SAND,some Clay
Light Gray and Brownish Yellow JOYR 7/6 2/6 59-66
fine to medium SAND, some
Clay
Gray and Brownish Yellow 2SY 6 ClayeySAND' 1 66 76 With mottling
.
Gray and Bivwnish Yellow 2SY 6 1.-, 76 84 No H2O
CLAX.with Sand
tvFD
AUG 20,2008 09:03A 9104585261 page 4

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SHWTESTIMATE LOCATION FIGURE 1 m
WRIGHTSBORO BAPTIST CHURCH DRAWING NOT TO SCALE Residential Foundation Tasdnp Services,VLLC
a WILMINGTON, NORTH CAROLINA DATE: &20/08 Carolina ech, Batch Ave N
w Carolina B Beaach, North Ctrollm 28428 �
JOB NO. 410-08 SKETCNS DLW Office:91r 458.1377 m
Residential Foundation Testing Services, PLLC REVIEWS SDK Fax:91r-a59.5261 Ln
`"

Re: Wrightsboro Baptist Church
Subject: Re: Wrightsboro Baptist Church
From: "Larry Knoerl" <Larry-trippeng cdee.rr.com>
Date: Mon, 15 Sep 2008 09:22:58 -0400
To: "Janet Russell' <[e-mail]>
Janet:
I have contacted my client about the date and time. They said that they will have
someone available for then.
I am confirming and reserving this date and time.
Thank you for your immediate attention to this request.
Please let me know if there is any additional information that NCDENR will require
prior to this meeting.
Larry Knoerl
Tripp Engineering
----- Original Message ----- From: "Janet Russell" <[e-mail]>
To: "Larry Knoerl" <[e-mail]>;
<[e-mail]>
Sent: Friday, September 12, 2008 4 :51 PM
Subject: Wrightsboro Baptist Church
September 12, 2008
*Wrightsboro Baptist Church*
The Express Stormwater submittal meeting has been scheduled with *Chris
Baker on September 22, 2008 at 9:00 AM* here in the Wilmington Regional
Office, 127 Cardinal Drive Ext, 28405. The applicant is required to
attend the meeting.
Please review the submittal requirements, attached.
Please respond within 2 business days to confirm and reserve the meeting
date.
Thanks,
Janet Russell
Express Coordinator
I of 1 9/15/2008 10:24 AM

Q
EXPRESS Review application- Wrightsboro Baptist Church
Subject: EXPRESS Review application - Wrightsboro Baptist Church
From: "Larry Knoerl" <[e-mail]>
Date: Thu, 11 Sep 2008 13:08:38 -0400
To: "Janet Russell' <[e-mail]>
CC: "Johnny Risley" <[e-mail]>
Janet:
Attached is information to schedule a REQUEST FOR EXPRESS PERMIT REVIEW for the Wrightsboro
Baptist Church.
I have included the following in PDF format:
- application
- Express Review Questionnaire
- detailed stormwater narrative
- Overall Site Plan sheet CO - dated 06-27-08
- Vicinity Map
I would like to request a review submittal date at the earliest available date.
Please let me know if you require any additional information before that time.
Once I know the date and time, I will contact my client to arrange for a representative to attend the
meeting.
LARRY KNOERL
Tripp Engineering, P.C.
Office: (910)-763-5100
Fax: [phone]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for
your convenience. No assertion of accuracy is made by Tripp Engineering, P.C. unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
application/pdf
WrtghtsboroBaptistCh ExpressCoversheet080608 Content-Type:
.pdf ---- -- —�
(— Content-Encoding: base64
WrtghtsboroBaptistCh ExpressQuestionnaire080608.pdf Content-Type: application/pdf
Content-Encoding: base64
WrightsboroBaptistChruch SiteNarrativc.pdf Content-Type: application/pdf
Content-Encoding: base
I oft 9/11/2008 3:39 PM

about:blank
August 7, 2008
Wrightsboro Baptist Church
Gentlemen:
The Express stormwater submittal meeting has been scheduled with Chris Baker on August 12, 2008
(Tuesday) at 9:00 AM here in the Wilmington Regional Office, 127 Cardinal Drive Extension. An
applicant representing the Church should plan to attend the meeting.
Please review the submittal requirements, attached. Note that the plans should be submitted folded to fit
our files (9xl4") not rolled.
A check for $4,000 made payable to NC DENR is required to accompany the application package.
Please respond ASAP to confirm and reserve the submittal meeting date.
Thanks,
Janet Russell
Express Coordinator
1 of 1 8/7/2008 1:48 PM

EltPRES6 Review application- Wrightsboro Baptist Church
Subject: EXPRESS Review application - Wrightsboro Baptist Church
From: "Larry Knoerl" <[e-mail]>
Date: Wed, 6 Aug 2008 18:04:48 -0400
To: "Janet Russell' <[e-mail]>
Janet:
Here is the information from me for the REQUEST FOR EXPRESS PERMIT REVIEW for the Wrightsboro
Baptist Church.
I have included the following in PDF format:
- application
- Express Review Questionnaire
- detailed stormwater narrative
- Overall Site Plan sheet CO - dated 06-27-08
- Vicinity Map
I would like to request a review submittal date for any day and time next week.
Please let me know if you require any additional information before that time.
I believe that it use to be a requirement that the owner/company rep. had to attend this review meeting.
I reviewed the Express web page, but I did not see that this was a requirement any more. Is this correct?
LARRY KNOERL
Tripp Engineering, P.C.
Office: (910)-763-5100
Fax: [phone]
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for
your convenience. No assertion of accuracy is made by Tripp Engineering, P.C. unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
Content=Type: application/pdf-I
WrightsboroBaptistCh ExpressCoversheet080608.p.pdf
I Content-Encoding: base64
WrightsboroBaptistCh ExpressQuestionnaire080608.pdf Content-Type: application/pdf
Content-Encoding: base64
WrightsboroBaptistCh SW Nar 080608.pdf Content-Type: application/pdf
Content-Encoding: base64
I of 2 8/7/2008 8:56 AM

For DENR Use ONL551
IF North Carolina Department of Environment and Reviewer:!_5
�i� Natural Resources Submit '1_1
NCDENR Request for.Express Permit Review Time: Ct
Confirm 8�t�_ 4gb`�t
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. FAX orEm xpress
oorkr, 1pr<q}X ��i t P l' Ig
icini ma same items expected in the application acka e
:f��apye ew Pe or Ka ig NOR av d2eee91 - avr .ee o7ncmail.net
Mooresville&-Patrick Grogan 704-663-3772 or patrick.aroaanomcmail.net
• Washington Region-Lyn Hardison 252-946-9215 or Ivn.hardison0mcmail.net
• Wilmington Region-Janet Russell910-350-2004 or ianetrussell(a)ncmail.net
NOTE:Project application received after 12 noon will be stamped in the following work day.
Project Name:WRIGHTSBORO BAPTIST CHURCH County: NEW HANOVER
Applicant: BILLY MILLER Company:WRIGHTSBORO BAPTIST CHURCH
Address: 2736 CASTLE HAYNE ROAD City:WILIMINGTON,State: NC Zip: 28401
Phone:[phone] Fax: - - Email:wrightsborobaptistchurch(o)canefear.net
Project is Drains into C-SW waters Project Located in CAPE FEAR River Basin R
E C E I V ED
Engineer/Consultant: Larry Knoerl Company:Tripp Engineering
Address:419 CHESTNUT ST City: WILMINGTON , State: NC Zip: 28401 AUG U 6 2008
Phone:[phone] Fax: :[phone] Email: larrv-trippeng D(v).ec.rr.com
DWQ
(Check all that apply) PROJ #
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: #of stream calls—Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑ Utility
❑ Low Density ❑ Low Density-Curb&Gutter _#Curb Outlet Swales El Off-site[SW (Provide permit#)]
® High Density-Detention Pond 1 # Treatment Systems ❑ High Density-Infiltration _#Treatment Systems
❑ High Density-Bio-Retention _# Treatment Systems ❑ High Density—Constructive Wetlands _# Treatment Systems
❑ High Density-Other _# Treatment Systems ❑ MODIFICATION SW_(Provide permit#)
❑ Coastal Management ❑ Excavation &Fill ❑ Bridges&Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with_acres to be disturbed.(CK#_(for DENR use))
WETLANDS QUESTIONS MUST READDRESSED BELOW
❑ Wetlands(401): Check all that apply Isolated wetland on Property❑ Yes❑ No
Wetlands on Site ❑Yes® No Buffer Impacts: ❑ No❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes❑ No Minor Variance : ❑ No❑YES
US ACOE Approval of Delineation completed: ❑Yes❑ No Major General Variance ❑ No❑ YES
404 Application in Process w/US ACOE: ❑Yes ❑ No 401 Application required: ❑Yes❑ No If YES, ❑ Regular
Permit Received from US ACOE❑Yes❑ No Perennial, Blue line stream,etc on site ❑ yes❑ No
For DENR use only
Fee Split for multiple permits: (Check# Total Fee Amount $
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance Ma';El Min) $
SIN ❑HD,❑LID,❑ Gen $ 401: $
LQS $ Stream Deter,_ $

Project Name Wrightsboro Baptist Church
CO)mwater Express Questionnaire (7/10/2007)
1. What is the applicant's full legal name? Wrightsboro Baptist Church
Is the applicant associated with N/A Sole proprietor Corporation ❑ LLC
Partnership Municipality
If it's an LLC, is it❑ Manager-managed or❑ Member-managed?
What is the applicant's title within the Corp., LLC or Partnership? N/A
Will an agent (someone other than the applicant) be signing the application? Yes E7 No
If Yes, what is the agent's name and title?
Please note the application signature requirements are listed in NCAC 2H.1003 (a). In
summary, only the sole proprietor of a sole proprietorship, the designated manager, member-
manager, president or vice president of a corporation or LLC, the general partner of a
partnership, or a ranking official of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can be accepted only if accompanied by a signed
letter of authorization from one of the aforementioned individuals. Corporations, LLC's and
Partnerships must be registered with the NC Secretary of State's Office, and be active. Please
note that spelling, capitalization, and punctuation are extremely important. Please provide the
entity name exactly as on file with the NC Secretary of State.
2 Where is the project located?
County New Hanover Nearest Town/City Wilmington
(Attach a detailed vicinity map with both local street names and SR, NC, US or Interstate
highway numbers, plus other relevant information such as town or city names, directions to, etc.
Show the nearest intersection of two major roads on the vicinity map. A major road is any 1, 2
or 3 digit NC, US or interstate highway.)
If the project is located in Brunswick, Onslow, or New Hanover Counties, or a small
portion of northern Pender County or the unincorporated areas outside of Morehead City
and Atlantic Beach in Carteret County, NPDES Phase II Post-Construction rules will
apply, unless a vested development right, as described in the Session Law, can be
demonstrated, which is dated prior to July 1, 2007.
3. What is the name of the receiving stream? Ness Creek
What River Basin is it located in? Cape Fear
What is the classification of the receiving stream? C-SW
For SA or SR waters, a separate scaled topographic map will be required. The project must be
accurately located on the map and the %mile radius from the property corner closest to the SA
or SR receiving stream must be drawn on the map. If you claim that the project is not within
mile of SA or SR waters, you must conduct a series of chlorides tests to demonstrate that the
chlorides level at a point in the receiving stream that is at least%mile from the project is less
than 500 ppm. Samples must be sent to a State certified lab for testing.
4. If the project is high density, what type of stormwater management BMP's are being proposed?
(check all that apply)
Wet Detention Infiltration Trench Infiltration Basin Sand Filter
Bio-retention Wetlands Alternative Offsite
Dry Detention NPDES Phase II Other
How many separate BMP's are being proposed? 1
5. Is there offsite runoff from the adjacent properties or public right-of-w,av(that will drain into any of
the proposed BMP's on the project and is not being diverted? LJ Yes ® No ❑ N/A
6. Is a road across other property required to access the project? ❑ Yes �® No C❑NI V E D
Page 1 of 2 I�npp}) AUG 0 6 2008
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Project Name Wriahtsboro Baptist Church0
7. Is there any existing development orpre-1988 existing BUA located on the pro,ppe, rty?
(Please document, delineate and identify on the plans.) ® Yes LJ No ❑ NIA
8. Will the high density project collect all of the proposed BUA? ❑ Yes ® No ❑ N/A
(If not, attach a separate explanation sheet)
"Existing BUA Pre-1980 will not be treated.
9. Will the project involve the subdivision and sale of property? ❑ Yes ® No ❑ N/A
Is the subdivision ❑ residential or❑ commercial?
How many lots are proposed?
(Deed restrictions are required for all residential, commercial, low density or high density sub-
divisions. Specific language for the various types of subdivisions is available from DENR.)
10. Will the plans show all delineated wetlands? [:] Yes ❑ No ® N/A
(All projects require eithera signed wetlands delineation map ora wetlands report to be
submitted with the application. Only a trained professional may provide information regarding
the presence or absence of wetlands.)
11. Are wet detention ponds or other engineered controls proposed to be locateda_d,I'acent
wetlands? El Yes ICI No ❑ N/A
(If, yes, a physical means to prevent the dewatering of the wetland must be provided, or the
SHWT must be provided to demonstrate that the permanent pool of the BMP is above the
SHWT and will not dewater the wetlands over time. Where possible, all BMP's and swales
should outlet into back the wetland (with level spreaders).
12. For infiltration projects, a site visit must be completed with the DENR soils scientist to verify the
soil type, water table and infiltration rate provided in the soils report.
What is/was the scheduled site visit date? N/A
(Include a copy of the consultant's soil report with the application.)
13. Level Spreaders are required at the outlet of all engineered controls and swales prior to entering
surface waters or wetlands. Will the plans reflect level spreaders? ❑ Yes ® No ❑ N/A
(The purpose of the level spreader is to reduce the energy of the incoming runoff and to
promote diffuse sheet flow to prevent erosion and scour into the receiving waters or wetlands.)
14. Is this project e A modification to an existing permit
A lot that will be treated in an existing, previously permitted BMP?
What is the name of the existing permitted facility? N/A
What is the permit number of the existing permitted facility? SW8 N/A
Is the permitted facility in compliance with its permit? Yes No NIA
Have the deed restrictions been recorded? Yes No N/A
Have the deed restrictions been submitted? Yes No N/A
Has the Designer's Certification been submitted? Yes H No N/A
15. Do the plans reflect all information in 15A NCAC 2H.1003 (g)? ® Yes ❑ No ❑ N/A
16. Will all of the design requirements for each proposed BMP be met? ® Yes ❑ No ❑ N/A
(If not, attach a separate explanation sheet. Please note that the Express program is not set up
to handle any type of deviation from the standard design.)
17. For each BMP in all high density projects, and low density curb outlet swale projects, the
individual drainage area for each proposed BMP must be clearly delineated.
18. Any revisions made to the application as a result of this review may cause changes to the other
documentation. Plans, calculations, application, and supplements should be reviewed for any
necessary changes. For example, changing the orifice size will require a modification to thy: I V E D
calculations, the pond details on the plans, and page 1 of the supplement. lun�ff
Page 2 of 2 AUG 0 6 2008
DWQ
PROD N

io
08/06/08 TE07072
Stormwater Drainage System
Narrative
Wrightsboro Baptist Church
2736 Castle Hayne Road
New Hanover County, NC
Wrightsboro Baptist Church is an existing church site located on Castle Hayne Rd. in New
Hanover County. The entire site is a 28.08 acre tract of land of which 5.72 acres is now being
proposed for this new development. Of the 28.08 acres, approximately 3.21 acres have already
been developed and another 19.15 acres will remain undeveloped at this time. The church
currently is serviced by public water, a private septic system and four driveways accessing Castle
Hayne Rd.
The Church is proposing to build a new multi-purpose addition of 15,945 sf, add additional
grass parking spaces at the rear of the new addition, an access road to those parking spaces, and a
forebay and wet detention system.
The site will have five drainage basins: 1) existing on-site development, 2) proposed on-site
development, 3) undeveloped on-site area, 4) existing off-site drainage south of the site and 5)
existing off-site drainage north of the site. All outflow from the five drainage basins drain to
Ness Creek; classification C-Sw. Basin One is the existing development established prior to
1988. Flow from this basin will continue to be collected with the existing on-site drainage
system which connects to an existing drainage system in the NCDOT right-of-way.
Basin Two will be the new development which will be treated via a wet detention pond sized to
collect the first 1.5" of runoff storm. The pond will be sized to hold the required pre/post
development volume difference for a 24-hr. 2-yr., 10-yr. and 25-yr. storm event. Outflow from
1 � E C E I V ED
AUG 0 6 2008
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PROJ H

08/06/08 TE07072
the wet detention pond will be to a proposed storm drainage system which will connect to an
existing on-site storm drainage system and ultimately to an existing storm drainage system in the
NCDOT right-of-way.
Basin Three is the remainder of on-site drainage from an undeveloped area east of the project
site. A proposed storm drainage system will collect drainage from this area and connect to an
existing on-site storm drainage system which discharges into an existing stormwater drainage
system located in the Castle Hayne Rd. right-of-way.
Basin Four collects off-site drainage from south of the site. A proposed storm drainage system
will collect drainage from this area and connect to an existing on-site storm drainage system
which discharges into an existing stormwater drainage system located in the Castle Hayne Rd.
right-of-way.
Basin Five collects off-site drainage from north of the site. The off-site drainage will be
collected by an existing swale which will lead to a proposed inlet structure. This structure will
ultimately discharge the drainage to an existing stormwater pipe located in the Castle Flayne Rd.
right-of-way.
Summary
For this project site, all existing on-site and off-site drainage to this site currently is collected by
existing stormwater drainage systems on the project site. These systems connect to an existing
stormwater drainage system that resides in the Castle Hayne right-of-way adjacent to the project
site. The five drainage basins resulting from the disturbance from the project will ultimately
drain to the same stormwater drainage systems in the Castle Flayne right-of-way. The difference
will be that there will be an increased in the amount of impervious surface resulting in an
increase in peak runoff from the proposed project site and that the first 1.5" of runoff from the
new development will be collected and routed to the wet detention pond.
2 E C E 1 V ED
paps AUG 0 6 2008
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