SW8000414_HISTORICAL FILE_20000815

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

State of North Carolina
Department of Environment
and Natural Resources �� • o
Wilmington Regional Office �r
�s
,lames B. Hunt, Jr., Governor NCDENR
Bill Holman, 5ecretar}'
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 15, 2000
Mr. William J. Janning, President
First Baptist Church of Jacksonville. Inc.
501 Anne Street
Jacksonville, NC 28540
Subject: Permit No. SW8 000414
First Baptist Church of Jacksonville
High Density Stormwater Project
Dear Mr. Janning: Onslow County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for First Baptist
Church of Jacksonville on July 19,2000. 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 000414 dated August 15, 2000, for the construction of First Baptist Church of
Jacksonville.
This permit shall be effective from the date of issuance until August 15, 2010,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
adj udicatory hearing upon written request within thirty(30)days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh,NC 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 Linda Lewis, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\000414.AUG
cc: Dave Newsom, P.E.
Mitchell Parker, Onslow County Inspections
Linda Lewis
Wiimington Regional Office
Central Files
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

t 1 State Stormwater Management Systems
Permit No. SWS 000414
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 ofNorth Carolina as amended,and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
First Baptist Church of Jacksonville, Inc.
First Baptist Church of Jacksonville
1925 Gum Branch Road, Onslow County
FOR THE
construction,operation and maintenance of 2 wet detention ponds in compliance with the provisions of 15A NCAC
r 2H .1000 (hereafter referred to as the "stormwater rules"I 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 August 15, 2010 and shall be subject to the following
specified conditions and limitations:
L 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 on page
3 of this permit,the Project Data Sheet. Pond#1 has been designed to handle the runoff from 11,500 ftz of
impervious area. Pond 2 has been designed to handle the runoff from 244,275 ft2 of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this permit, and per
approved plans.
5. Permanent seeding for the ponds is approved as Bermuda and Fescue, and may not be altered without first
notifying the Division and receiving approval.
2

r State Stormwater Management Systems
Permit No. SW8 000414
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: First Baptist Church of Jacksonville
Permit Number: SW8 000414
Location: Onslow County
Applicant: Mr. William J. Janning, President
Mailing Address: First Baptist Church of Jacksonville, Inc.
501 Anne Street
Jacksonville,NC 28540
Application Date: July 19, 2000
Name of Receiving Stream/Index 4: UT New River/(WHO 19-1)
Classification of Water Body: "C NSW"
Pond Number: 1 2
TSS Removal: 90% 90%
Pond Depth, feet: 3 5
Permanent Pool Elevation, FMSL: 37.59 33
Drainage Area, acres: 4.09 10.25
Total Impervious Surfaces, ft': 11,500 244,275
Offsite Area entering Pond, ft2: --------None, per Engineer------
RequiredSurface Area, ftz: 2,316 17,310
Provided Surface Area, ft': 2,500 22,188
Required Storage Volume, ft': 1,605 20,181
Provided Storage Volume, ft3: 2,187 24,205
Temporary Storage Elevation, FMSL: 38.37 34.04
Controlling Orifice: 0.5"(� 2"(�pipe
3

State Stormwater Management Systems
Perm it No. S W 8 000414
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built-upon surface.
2. During construction,erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including,but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date,activity,name of person performing the work and what actions
were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans.This permit shall become voidable unless
the facilities are constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
7. Upon completion of construction,prior to issuance of a Certificate of Occupancy,and prior to operation of
this permitted facility,a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
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. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision,acquisition,or sale of the project area.The project area is defined as all property
owned by the permittee,for which Sedimentation and Erosion Control Plan approval was sought or
for which a CAMA Major permit was issued.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require a modification to the permit.
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date of the completion of construction.
4

State Stormwater Management Systems
Permit No. S W 8 000414
12. Prior to the sale of any portion of the property,an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable
built-upon area.
14. The runoff from all built-upon area on the project must be directed into the permitted stormwater control
system.
15. 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.
16. The permittee shall notify the Division of any mailing address changes within 30 days.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership,or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee,documentation from the parties involved,and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event 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 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.
Permit issued this the 15th day of August, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
_q� Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000414
5

REC7MV71,a
JOHN L. PIERCE - SURVEYING JUL 15 4000
Land Surveying-Land Planning- Mapping
HY`--
P.O. Box 1685
409 Johnson Blvd. letter of transmittal
Jacksonville,N.C. 28541 DATL JOB NO.
Office: [phone] Fax No.: [phone] July 18 2000
E-Mail:[e-mail] ATTE"ON
Ms. Linda Lewis
TO Ms. Linda Lewis First Baptist Church
N.C. Department of Environment and.
Natural Resources
127Nerth Gardina' Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑ Under separate cover via the following items:
❑ Copy of Letter ❑ Prints ❑ Plans Cl Samples ❑ Specifications
❑ Change order ❑
COPIES DATE NUMBER DESCRIPTION
1 Highlighted copy of drainage data
2 Setssof revised copies of Sheet 2 - 7 & Sheet 4 of 7
1 Letter from Engineer (Dave Newsom)
2 Copies of revised sheet 2 & 3 of 4 of form SWU-101
on
2 Copies of revised sheet 1 & 3 of 4 of form SWU-102
2 Sets of revised Stormwater wet detention Basin No. 1
design calculations
2 Sets of revised Stormwater Wet Detention Basin No 2
Design Calculations
THESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS Should you need any additional
❑ For your use
❑ As requested information please let us know.
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment ]❑ For bids due 19 SIGNED T/ I/,Q _ "'Z' /
❑ Prints returned after loan to us

JOHN L. PIERCE - SURVEYING
LAND SURVEYING-LAND PLANNING -MAPPING
OFFICE:910-346-9800
FAX NO.: 910-346-1210
E-MAIL:[e-mail] Post Office Box 1685
409 Johnson Blvd.
Jacksonville,N.C.28541
John L.Pierce, P.L.S.,L-2596
July 18,2000 R E C E'i V ED
Ms. Linda Lewis JUL 19 NUO
Stormwater Section � �¢(¢
N.C. Department of Environment and Natural Resources BY:
127 North Cardinal Drive
Wilmington,N.C. 28405-3845
Re: Stormwater Project No. SW8 000414
First Baptist Church of Jacksonville
Onslow County
Dear Ms.Lewis,
In response to your fax message dated July 14, 2000 requesting additional information for the referenced
project, we provide the following:
1. A small quantity of wetlands does exist on the site adjacent to Royal Creek however is not impacted by
the project. Wetland line has been labeled. I have highlighted the line for your ease of review.
2. The elevations on page 3 of the supplement for Pond 1 have been revised to indicate 3' sediment
benchmark.
3. Drainage areas for ponds have been included in the calculations. The Grading Plan has been revised to
show the delineation.
4. 1 have highlighted the drainage area for Pond 1 for your ease of review.
5. All drainage areas have been delineated and highlighted for ease of review.
6. The application and supplements have been revised accordingly.
Should you have any questions, please feel free to contact me.
Yours21nlZviP
LOTS,FARMLAND AND WOODLAND SURVEYING-SITE PLANNING-SUBDIVISION LAYOUT-LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING-TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit/Risk Assessment

r P. 1
T
* � * COMMUNICATION RESULT REPORT ( SUL.14.2000 11:25RM )
I NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
----------------------------------------------------------------------- ------------ ---------------
114 MEMORY TX B-9103461210 OK P. 1/1
----------------------------------------------------------------------------------------------------
RERSON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
James$,Hunt, Governor
FAX COVER SHEET Bill Holman, Secretary
Date: July 14,2000 N0.
To: Dave Newsom, P.E. />F om: Linda Lewis
Company: John Pierce Surveying FAX ter Quality Section - Stormwater
#: 910-346-1210 ter Quality 910-350-2004
Phone#: [phone]
DWQ Stormwater Project#SWS 000414
Project Name: First Baptist Church
MESSAGE:
Dear Dave:
I don't see the wetlands note on the plan. Please tell me where it is. If its the one on sheet 2 about
there being no areas of environmental concern,that will not satisfy the requirement,Please note on
the plans that no wetlands exist on the site,
The elevations on page 3 of the supplement for Pond I are mixed up, The
sediment removal
elevation is shown as 1 foot below the bottom elevation. The minimum pond depth is 3'.so for th;c
pond, there is no sedim"f 1,A, t �_,. T.__.

State of North Carolina
f Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
James B.Hunt, Governor Bill Holman, Secretary
FAX COVER SHEET
Date: July 14, 2000 No. of Pages: 1
To: Dave Newsom, P.E. From: Linda Lewis
Company: John Pierce Surveying Water Quality Section - Stormwater
FAX 9: 910-346-1210 FAX 9: 910-350-2004
Phone #: [phone]
DWQ Stormwater Project 9SW8 000414
Project Name: First Baptist Church
MESSAGE:
Dear Dave:
I don't see the wetlands note on the plan. Please tell me where it is. If it's the one on sheet 2 about
there being no areas of environmental concern,that will not satisfy the requirement. Please note on
the plans that no wetlands exist on the site.
The elevations on page 3 of the supplement for Pond I are mixed up. The sediment removal
elevation is shown as 1 foot below the bottom elevation. The minimum pond depth is T, so for this
pond, there is no sediment benchmark. It must be removed as soon as the depth is reduced to 3'.
The drainage area for each pond must necessarily include the pond and all the slopes around it that
drain into the pond. Please revise the calculations, supplements, and application.
The drainage area for Pond 1 is incomplete. It appears that the northeast half of the entrance road
will not be collected, based on the delineation provided, but a swale is shown along the northeast
side of the road that looks as if it will pick up that runoff. Please check the drainage area for Pond
1 and include the entrance road.
For ease of review, a highlighted and labeled drainage area map would be most appreciated.
The application and supplements will be returned via mail,unless you want to provide new revised
pages.
S:\WQS\STORMWAT\ADDINFO\000414.JUL
127 Cardinal Drive Extension,Wilmington,NC 28405-3845 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer

7Eansmittal
JOHN L. PIERCE - SURVEYING
Land Surveying-Land Planning- Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville,N.C. 28541 DATE JOB No.
Office: [phone] Fax No.: [phone] June 7 2000
E-Mail:[e-mail] ATTENnON
Linda Lewis
TO Ms. Linda Lewis hiSt Baptist Church of Jacksonville
N.C. Department of Environment Stormwater Project No. SW8 000414
and Natural ResewrGor.
127 North Cardinal Drive
1 , NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑ Under separate cover via the following items:
❑ Copy of Letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES DATE NUMBER DESCRIPTION
Letter from Enaineer Dave Newsom)
1 Revised Stormwater Management Permit Application Form
2 "Wet Detention Basin Supplement" for Pond 1 & Pond 2
2 "Design Calculations" revised for Pond 1 & Pond 2
1 Copy of your letter dated May 10, 2000
2 Sets of revised plans
THESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS Should you need any additional
❑ For your use
❑ As requested information, please let us know.
❑ Approved as submitted
❑ Approved as noted
i❑ Returned for corrections
❑ Resubmit copies for approval '
❑ Submit copies for distribution
i❑ Return corrected prints
❑ For review and comment❑ For bids due 19 SIGNED /,; /l�i,,p J
❑ Prints returned after loan to us

wa a dta �a� �d�>' OPFICE<:i75E"ONLY. ..::v' �r tz W, asp
aDate Received Fee Paid Permit Number
�420a' SwY 00041
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far use as an original
I. GENERAL INFORMATION .
1. Applicants name (specify the name of the corporation,individual,etc.who owns the project):
First Baptist Church of Jacksonville Inc_
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
William J. Janning - President
3. Mailing Address for person listed in item 2 above:
501 Anne Street
GtT. IarkcnnVille State:_Nr, Zip: 22540
Telephone Number. ( 910 ) 4S. -2700
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
First Baptist Church of Jacksonville, Inc.
5. Location of Project(street address):
1925 Cum Rranrh Rnad
City: Jacksonville County: Onslow
6. Directions to.project(from nearest major intersection):
Approximately 279 West of intersection of NCSR 1408 (Gum Rranrh Rnarl) R N antatinn Blvd.
7. Latitude: 34047'34.8" Longitude: 77°26'9.8" of project
8. Contact person who can answer questions about the project:
Name: John L. Pierce & Associates P.A. Telephone Number. ( 910 )346-9800
(David Newsom
0 0 °
II. PERMIT INFORMATION:
1. Specify whether project is(check one): XX New Renewal Modification
Form SWU-101 Version 3.99 Page I 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 N/A and its issue date(if known)
3. Specify the type of project(check one):
_Low Density XX High Density _Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major _MSedimentation/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.
M. PROJECT LNFORMATiON
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater management for the project.
Stormwater from allimpervious surfaces (roofs parking lot roads sidewalks , etc. )
will be collected and transferred to stormwater ponds (wet detention basins ) .
2 Stormwater runoff from this project drains to the White Oak (New. River) River basin.
3. Total Project Area: 27.6F awes 4. Project Built Upon Area:_2 . 1 %
5. How many drainage areas does the project have?�// "
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.
rainage
gl>iF;rr<,ats DratnageAreal, � *Drama 4rea2 Area 3
: � ,- a _ _ �._:_ n mg zr1
Receiving Stream Name nnamed tributary of New Rive unnamed tributary of NewRive QuP Wo.
Receiving Stream Class llII C
Drainage Area 't�0 . acres in.7 5 d res 15'
.5 j
Existing Impervious*Area - 0 - O:.5 glrpq - 0 -
Pro osed Impervious-Area 0.26 acres res 0 -
%Impervious*Area(total) (�,'t(�% `r; p 0 -
r Drai ag
� .�^ .RDrdmagEl�r23.1.°`� e17tarna 'AZea2 ` ' �.t,
SurfaceArea a S� � _ Are
On-site Buildings _ 0 - Cl s f - -
On-site Streets 11 ,500 f -
On site Parking _ 0 15 -5.f. 0 -
On-site Sidewalks - 0 - 22,714 s.f. - 0-
Other on-site - Q - - 0
Off-site - 0 - - 0 - - 0. -
Total: 11 500 s.f. Total: i Q
Impervious area is defined as the built upon area including, but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
Form swU-lol Version 3.99 Page 2 of 4
(�)T2a.�setJ 7117j00 �IG-I

7. How was the off-site impervious area listed above derived? N/A
i
rV. 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
1. The following covenants are intended to ensure ongoing compliance with state stormwafer 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.
ul
2. No more than 2 Sy,7 7 h square feet of any lot shall be cowered by structures or impervious material=.
Impervious materudl 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 of the permitted amount requires a state stormwater management permit modifiration prior to
construction.
5. All permitted runoff from outparces 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 nun 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.
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
i
Form SWU-1o1 Version 3.99 Page 3 of 4
L(1-Q�v seC; 711-7100 TaICn/

VI. V 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.
f1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
ti s
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing'fee of$420(payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• 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 authority to another individual or firm so that they may provide information on your
behalf,please complete this section.
Designated agent(individual or firm): John L. Pierce & Associates P.A.
Mailing Address: P.O. Box 1685`
City: Jacksonville State: NC Zip: 28540
Phone: ( 910 ) 346-9800 Fax: ( 910 ) 346-1210
Vill. APPLICANT'S CERTIFICATION
I,(printortype nameofperson listed in General Information, item 2) Wil 1 iam J. Jannino/Presi dent-Frlst Baptist
certify that the information included on this permit application form is, to the best of my knowledge,correct and Church
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: 1 V �— Date: ✓ 'Z2 —.�9aa
William J. Jann� g - resident
FIRST PATIST CH RCH F JACKSONVIL E, INC.
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. 56L)5 4'
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an anginal
DWO Stotmwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: First Baptist Church of Jacksonville Inc.
Contact Person: John I . Pierce & AscnriatPc P_A. Phone Number: (910 1 346-9800
For projects with multiple basins, specify which basin this.worksheet applies to: Pa g i n No 2
elevations
Basin Bottom Elevation 28.00 ft. (floor of the basin)
Permanent Pool Elevation 33.00 ft. (elevation of the orifice)
Temporary Pool Elevation 34.04 ft (elevation of the discharge structure over
areas
Permanent Pool Surface Area 22 1 RR sq. ft. (water surface area at the orifice elevation)
Drainage Area 10.1.5u1 ac. (on-site and off-site drainage to the basin)
Impervious Area 5.101(1) ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 83,390 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 24�5_25—,4 cu. ft. (volume detained above the permanent pool)
Forebay Volume 17,000 cu. ft. (approximately 20% of total volume)
Otherparameters Q ��
SA/DAI (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2 in. (2 to 5 day temporary pool draw-down required)
Design Rainfall 1 in.
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4
Q)II Eui560 711-71Uo roIc6

Footnotes:
t When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
1 actual impervious%and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
t 2 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
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
L e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
/[4 h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
f---? / i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
/( 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
Pump
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) 0 does 00does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does oboes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Pave 2 of 4

TY
in21L
t'S.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed-
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales,riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.76 "1 feet in:the main pond, the sediment shall be removed.
u)
When the permanent pool depth reads 5716 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 33.00
Sediment Re:\a
EL 29.25 75
Sediment Removal Elevation 29.25 E25
Bottom on 2S_IlO % ------------------------------------Bottom Elevation 28.00.
FOREBAY MAIN
POND
5. 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 the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4
1D-gevit,,()7!!7/00 r)164

7. All components of the wet detention basin system shall be maintained in good working order.
1 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: William J. Janning-President/First Baptist Church of Jacksonville Inc.
Title: President
Address: 501 Ann Street Jacksonville, NC 28540
Phone:
Signature: (.
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50%of the lots have been sold and
a resident of the subdivision has been named the president
I, fit)GGG�dG� a Notary Public for the State of 7 d o-A c !rcl jill-g'
County of nry 0to do hereby certify that
personally appeared before me this day of t/ Z000 , and acknowledge the due
7
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
cj' OUR),
Ez
PUBO
MI
SEAL
My commission expires 2-/2e jZF/O
Form S WU-102 Rev 3.99 Page 4 of 4
I

JOHN L. PIERCE - SURVEYING
LAND SURVEYING-LAND PLANNING-MAPPING
OFFICE:910-346-9800
FAX NO.: 910-346-1210
E-MAIL:[e-mail] Post Office Box 1685
409 Johnson Blvd.
Jacksonville, N.C.28541
John L.Pierce,P.L.S.,L-2596
June 7, 2000
Ms. Linda Lewis
Stormwater Section "'RECEIVED
N.C. Department of Environment and Natural Resources
127 North Cardinal Drive
Wilmington,N.C. 28405-3845 JUN 0 9 2000
Re: Stormwater Project No. SW8 000414 DWQ
First Baptist Church of Jacksonville pR� # SW l� OCX>4
Onslow County
Dear Ms. Lewis,
In response to your letter dated May 10, 2000 to William Janning requesting additional information for the
referenced project,we provide the following(numbering corresponds to 5/4/00letter):
I. Wetland line has been labeled.
2. All critical dimensions have been added.
3. Thank you.
4. Please note that a second stormwater pond has been added on the east side of the site. Consequently,
calculations have been revised. Forebay volume calculations are based upon permanent pool volume.
5. Calculations and supplement revised.
6. State road numbers and the distances to nearest major intersections shown.
7. Drainage areas delineated on grading plan.
I hope this information will allow you to approve this plan and issue the permit for this project. Should you
have any questions,please call at(910)938-5261.
Yours
i
David K.Newsom, PE
cc: William Janning,First Baptist Church of Jacksonville
LOTS, FARMLAND AND WOODLAND SURVEYING-SITE PLANNING-SUBDIVISION LAYOUT-LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING-TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit/Risk Assessment

State of North Carolina.
Department of Environment
and Natural Resources �0
Wilmington Regional Office "A�,,..��. 1
James Hunt,Jr., Governor NCDENR
Bill Holman, Secretary
NORM CAROLINA DEPARTMENT OF
Division of Water Quality ENVIRONMENT AND NATURAL RESOURCES
May 10, 2000
Mr. William J. Janning, President
First Baptist Church of Jacksonville, Inc.
501 Anne Street
Jacksonville, NC 28540
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000414
First Baptist Church of Jacksonville
Onslow County
Dear Mr. Janning:
The Wilmington Regional Office received a Stormwater Management Permit Application for First
Baptist Church of Jacksonville on April 13, 2000. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater
review:
5�
It Ay
P�Z 1. Delineate all wetlands on site, disturbed or undisturbed, or note on the plans that none exist.
Not CP ✓ 2. Please provide dimensions for the buildings, parking stalls, and permanent pool contour of
the detention pond. Please dimension each line, are and provide all radii for the permanent
pool contour.
3. Your name and title were left off page 1 of the application. Since they were provided on
page 4 and on the supplement, I have taken the liberty of adding them to page 1.
,/4. The forebay volume is determined by multiplying the permanent pool volume, 83,390 as
reported on the supplement, by 20%. The calculations provided incorrectly use the surface
area of the pond instead of the permanent pool volume. Please revise.
Jr
{G�0 �Q 5. The calculations use an SA/DA ratio of 3.63%, but the supplement reports 3.54%. Which is
u ti correct?
�k y
(°� ��c 6. Please add State Road numbers and the direction, distance to, and name of the nearest major
intersection-like US 17.
7. Please delineate the 13.29 acre drainage area.
m s
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
IAn Equal Opportunity Affirmative Action Employer 50% recycled/10°/ post-consumer paper

Mr. Janning
May 10, 2000
Stormwater Project No. SW8 000414
----------------------------------------------
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to June 10, 2000, 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 infolniation,please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be returned or
new originals must be provided. Copies are not acceptable. If you have any questions concerning this
matter please feel free to call me at(910) 395-3900.
Sincerely,
4�c�. Oc_. tXAA ,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\000414.MAY
cc: Linda Lewis
David Newsom, P.E.
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone] I
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

lej� , q
JOHN L. PIERCE - SURVEYIN RED_ E1,0
Land Surveying-Land Planning-Mapping
APRYa =
P.O. Box 1685
409 Johnson Blvd. BY; letter of transmittal
Jacksonville,N.C. 28541 DATE JDe No.
Office: [phone] Fax No.: [phone] April 12 2000
E-Mail:[e-mail] ATrENTI N
Lin( a
Lewis
RE
TO Ms. Linda Lewis First Baptist Church — j1:2CL%nVd(e
Department ot Lnvironmentan
Natural Rpcniirrpc
127 North Cardinal Drive
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑ Under separate cover via the following items:
❑ Copy of Letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES DATE NUMBER DESCRIPTION
2 Sets of plans
1 Check in the amount of four hundred twenty dollars 420.0 )
2 "Stormwater Management Permit Application Formo
t Detention—Basin "
2 "Stormwater Wet Detention Basin Design Calculations"
THESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS Should you need any additional
❑ For your use
❑ As requested information tolgrant approval , please advise.
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us SIGNED fs�