SW8010631_HISTORICAL FILE_20081030

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
. _I ;a d
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING • LAND PLANNING • MAPPING
P.O. Box 1685
Jacksonville, NC 28541
October 28, 2008
Mr. Ed Beck
Surface Water Protection Section
N.C. Department of Environment
And Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
OFFICE: 910-346-9800
FAX: [phone]
E-MAIL: [e-mail]
or [e-mail]
405 Johnson Blvd.
Jacksonville, NC 28540
� CEIVEI�
OCT S 0 Z008
Re: First Free Will Baptist Church BY:
Stormwater Permit SW8010631
Dear Mr. Beck:
I am writing in response to your letter dated May 13, 2008 (copy enclosed for your use)
concerning some deficiencies at the above referenced project.
At the present time the deficiencies have been addressed and should be in compliance with the
State. Should you have any questions or need any additional information concerning this matter,
please do not hesitate to contact me.
Sincerely,
4o . Pierce
JOHN L. PIERCE & ASSOCIATES, P.A.
3p/bb
Cc: First Free Will Baptist Church
LOTS, FARMLAND AND WOODLAND SURVEYING • SITE PLANNING • SUBDIVISION LAYOUT • LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING • TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit / Risk Assessment

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�F WArR Michael F. Easley, Governor
p William G. Ross Jr. Secretary
�O G North Carolina Department of Environment and Natural kesources
> Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 23, 2003
Mr. Earl Hanna, President
First Original Free Will Baptist Church, Inc.
453 College Street
Jacksonville, NC . 28540
Subject: Correction
First Original Free Will Baptist Church
Stormwater Project No. SW8 010631
Onslow County
Dear Mr. Hanna. -
On September 2, 2003, the Division of Water Quality issued a Stormwater Management
Permit to you for the subject project. A typographical error has been found in the cover
letter for that permit. The cover letter indicates that the expiration date of the permit is
September 2, 2003. This date should read, "September 2, 2013." Please note that the
expiration date is correct on Page 2 of the permit and in the Division's database.
I apologize for this oversight and for any inconvenience or confusion this may have
caused. Please keep this letter with your permit,, for future reference. If you have any
questions, please do not hesitate to call me at [phone].
Sincerely,
�d"
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATILETTERS1010631.sep03
cc: Dave Newsom, P.E.
City of Jacksonville Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service iV*A
Wilmington Regional office Wilmington. NC 28405 [phone] Fax [phone] NCD£h R
r

A
State Stormwater Management systems
Permit No. SW8 010631 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Earl Hanna, First Original Free Will Baptist Church, Inc.
First Original Free Will Baptist Church
Onslow 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 2, 2013 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 on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 184,796 square
feet of impervious area. This pond must be operated with a 30' vegetated filter.
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. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system. A permit
modification must be submitted and approved prior to the construction of
additional built -upon area from outside of the approved drainage area.
2

State Stormwater Management systems
Permit No. SW8 010631 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
First Original Free Will Baptist Church
Permit Number:
SW8 010631
Location:
Onslow County
Applicant:
Mr. Earl Hanna, President
Mailing Address:
First Original Free Will Baptist Church, Inc.
453 College Street
Jacksonville, NC 28540
Application Date:
November 30, 2001
Modified August 26, 2003
Name of Receiving Stream/Index #:
White Oak / UT Mill Creek / WOK02 19-9
Classification of Water Body:
"SC NSW"
Pond Depth, feet:
5.50
Permanent Pool Elevation, FMSL:
15.00
Drainage Area, acres:
Onsite:
Offsite:
Total Impervious Surfaces, ft2:
Provided Surface Area, ft2:
Provided Design Storage Volume, W:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
5.97
5.97
0
184,796 (including 10,000 ft2 of future BUA)
8,845 @permanent pool
14,945
16.52
1.5" � pipe (draw down in 2-5 days)

State Stormwater Management systems
Permit No. SW8 010631 Modification
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.
h. The vegetated filter will be kept grassed with no erosion. The spreader
mechanism will be kept free of sediment and trash, and must distribute the
runoff evenly over the width of the filter.
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.
4

State Stormwater Management systems
Permit No. SW8 010631 Modification
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for the 10,000 ft2 of
permitted future built -upon area shown on the approved plans, for approval prior
to construction. If the proposed BUA exceeds the pemitted amount, a
modification to the permit must be submitted and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
13. 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.
14. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area.
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.
111. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
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. The permittee is responsible for compliance with all permit
conditions until such time as the Director approves the transfer request.
5

State Stormwater Management systems
Permit No. SW8 010631 Modification
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 2nd day of September, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Direc or
1-0 Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010631
C

' 08/18/2003 07:48
1■�i
910-346-1210 JOHN L PIERCE PAGE 01/01
MEMORANDUM
To: Linda Lewis
From: David K Newsom
John L. Pierce & Associates
Date: 8/15/03
Subject: First Original Free Will Baptist Church
SWS 010631
We are in receipt of your fax memo dated 8/14/03 requesting a vicinity map. Until this
morning, I had no idea that there were outstanding review issues on this project.
You will recall that the church is seeking a permit modification. The vicinity map
shown on the drawings was taken from the originally permitted drawings by Charles
Riggs, I assumed that since the vicinity map was acceptable for the original permit that it
would suffice for the modification.
Please do not return the application. I will submit a revised plan with a better vicinity
map as soon as possible (I will mail today).

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°t`%Mk CAR�(�����
RECEIT Design Calculations® •°••••��,�
VED Stormwater Treatment Facilities �" aoF� �'��•
for Ai. I
APR 0 4 2003 First Original Free Will Baptist Church 14
located off �� 1i�•�e�
DWQ
PRaa # Sw v OCo31 Hvd Gum Branch Road - Jacksonville, N.C. �'Po 04 �A%
PaPDIPrr4 �ae��`:
1. PROJECT DESCRIPTION �VAO)
The project consist of a church and associated sitework on a 14.26 acre tract located on Gum Branch Road in
Jacksonville, N.C. Proposed construction will include a new building, parking lot and sidewalks.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
Total
Total Area Drainage to Pond:
Percent Impervious = 0.711
b. Compute Pond Surface Area
0 174,796
IMEWEM
0 184,796
or 71.1 %
Total
49,844 SF
0 SF
118,832 SF
5,971 SF
149
0
174,796 SF
10,000 SF
184,796 SF
Using Surface Area to Drainage Area Ratio Chart for 85% TSS Removal (copy attached) and
assuming tK ° 55foot pond depth:
SA1DA = 3.3?i` % (interpolated)
Therefore:
Surface Area = SAIDA x Drainage Area
8,694 SF say >$, SF

c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Length = 162.48 feet
Width = 54.16 feet
Site conditions, however, dictate:
t�
Length = 175`p,feet
so, Width (avi 50.0 feet
Actual LIW = 3.5
3. DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.690 inlin
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 14,943 CF say "€n15'OQCj. CF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 1.52
5. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (0) that results in 3-112 day period:
D = (Q / 0.026 (h)")b
Where: Q = (Control Volume 1 3.5 days x 86,400 sec/day)
0.050 cfs
h=d12
= 0.76

'f
Solving for D:
D = 1.48 Use 1.50 " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.051 cfs
Draw Down Period = 3.40 days OK, < 5.0
6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
Cimper 0 t3
Cpery =(?.
Ccum = 0.7
. } i q Y++n _ .
A = 5.97 ac
Q10 = 25.92 cfs
Assuming 112 circumference is used as weir and using
Francis Formula (Q=3.33LH1'5) to solve for L such that H = 1.0:
L = 7.78 Feet
Use 60 inch diameter outlet structure
7. DETERMINE 010 STAGE
Q 10 = 25.92 cfs
Using Francis Formula (Q=3.33LH16) solve for H:
H10 = 0.99 feet
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Ccum = 0.67
I100=t„=850<inlhr
A = 5.97 ac
Q 100 = 33.89
Using Francis Formula (0=3.331_1­11") solve for H:

P
H100 =
1.19 feet
9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (QICw x L)?J3
where: Q = Q100 33.89 cfs
Cw = 3.0
Length = 4I3feet
H = 0.43 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):
Avg
Incr.
Incr.
Cum.
Main Bay Volume!
Elevation Area SF Area SF
Depth _(FT)
Voi {CF)
Vol (CF)
Pond Bottom
9 50 2.115
Bottom Veg Shelf818#
, FT
2,967
3.83
11,362
11,362
Normal Pond
,£
k .4, y 15 00 6 771
5,295
1.67
8,842
20,204
Main Say Volume =
20,204 CF
Forebay Volume: Elevation Area SF Area SF Depth FT Vol CF Vol CF
Pond Bottom 9 50,
»f
Normal Pond 15 00 y 2074 1,269 5.50 6,980 6,980
Forebay Volume = 6,980 CF
Total Pond Volume = 27,183 CF 0jL-4 I
�ueh� IS 2SC�PP�
Forebay Volume equates to 25.7 °1° of Total Volume "
25
Temp._ Storage Volume: Elevation Area SF Area SF Depth (FT) Vol (CF) Vol (CF)
Normal Pond 15.00 8,845
Temp. Pond Level 16 52 , 10 8213` 9,833 1.52 14,945 14,945
Temp. Pool Volume = 14,945 CF

c
11. SUMMARY
Pond Elevations:
Relative
Actual
Top Berm (minimum)
8.64
18.14
H= 0.43
100-Yr. Flood
8.21
17.71 (emerg. weir elev)
H?00 = 1.19
10-Yr. Flood
8.01
17.51
Hi0 = 0.99
1-inch Storage
7.02
16.52 (primary weir elev)
storage depth = 1.52
Permanent Pool
5.50
15.00 (invert out elev)
pond depth = 5.5
Pond Bottom
0
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12. WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
9.50
Perm. Pool Elevation
15.00
Temp. Pool Elevation
16.52
Perm Pool Surface Area
8,845 SF
Drainage Area
5.97 AC
Impervious Area
4.24 AC
Perm, Pool Volume
27,183 CIF
Temp Pool Volume
14,945 CF
Forebay Volume
6,980 CIF
SA/DA
3.344
Diameter of Orifice
1.50
Design Rainfall
1"
Design TSS Removal
85%

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
CIVIL ENGINEERING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: (9t0) 346-9800 Fax No.: [phone]
E-Mail: [e-mail]
To Ms. Linda Lewis
N.C. Department of Environment
and Natural Resources
12 North Gardina1 Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
letter of trans m.i
AUG 2 6 2003
f
tal______ ________
JOTS NO.
August 21, 2003
Ms. Linda Lewis
RE.,
First Original Free Will Baptist Church
❑ UNDER SEPAR,arE COVER VIA
❑ PLANS ❑ SAMPLES
THE FOLLOWING ITEMS:
❑ SPI:CIFICA'I'IONS
COPIES
DATE
NUMBER
DESCRIPTION
2
Copies of revised Site Plan per your request
THESE ARE TRANSMITTED aS checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and continent
❑ For bids due
❑ Prints returned after loan to us
REMARKS
SIGNED

o�oF waTF9p�
0 �
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Date: August 14, 2003 No. of Pages: 2
To: David Newsom, P.E. From: Linda Lewis
Company: John Pierce & Associates Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010631
Project Name: First Original Free Will Baptist Church
MESSAGE:
Dave:
I will be forced to return the subject project if you do not respond to my April 15, 2003,
emailed request for additional information. I had requested a vicinity map showing the
nearest intersection of two major roads. I was willing to accept a faxed 8.5 x 11
separate map, but since so much time has gone by, I will be requiring that the plans
show a vicinity map with the nearest. intersection of two major roads.
Please submit 2 copies of the revised plans showing a vicinity map by close of
business, Tuesday, August 19, 2003, or the project will be returned, and you will have to
start all over again.
Linda'
RSSlarl
S:1WQSIST0RMWATIADDI N F0120031010631.aug03
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
A
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDECvRt

P. 1
4 � '
FILE MODE
785--MEMORY TX
* * * COMMUNICATION RESULT REPORT t AUG.14.2003
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
---------------
8-9103461210
5:24PM )
TTI
RESULT
-----------
OK
NCDENR WIRO
PAGE
- - -----
- --- P. lit
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
WAr R Michael F. Easley, Governor
William G. Ross Jr. Secretary
.AA �7 North Carolina Department of Environment and Natural � esources
� C
> Alan W. Klimek P.E.,Dlrector
p Division ofWter Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX OVER SHEET
Date: August 14, 2003 No. of Pages; 2
To: David Newsom, P.E. From: Linda Lewis
Company: .John Pierce & Associates Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010631
Project Name: First Original Free Will Baptist Church
MESSAGE:
Dave:
I will be forced to return the subject project if you do not respond to my April 15, 2003,
emailed request for additional information. I had requested a vicinity map showing the
nearest intersection of two major roads. I was willing to accept a faxed 8.5 x 11
separate map, but since so much time has gone by, I will be requiring that the plans
show a vicinity map with the nearest intersection of two major roads.

010631 Mod. FOFW B,)ptist Church
Subject: 010631 Mod. FOFW Baptist Church
Date: Tue, 15 Apr 2003 12:46:40 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: John Pierce <[e-mail]>
Dave:
Please send in or fax the revised vicinity map with the nearest major
intersection shown. I prefer that the plans show a vicinity map with the
nearest major intersection, but in the interest of time, I will accept a
faxed 8.5 x 11 map.
Linda
I of 1 4/15/2003 12:47 PM

04/15/2003 13:22 910-346-1210 JOHN L PIERCE
IM
MEMORANDUM
To: Linda Lewis
From: David K. Newsom
John L. Pierce & Associates
Date: 4/15/03
Subject: First Original Free Will Baptist Church
SWS 010631
PAGE 01/01
1n response to your fax metro dated 4/15/03, please accept this memo as confirmation of
the following:
➢ The 10,000 sf of BUA designated as "future" is for future construction.
y The Church understands that a full blown permit modification will not be required
when, and if, the church elects to expand.
➢ The Church understands that grading and drainage plans associated with any
future expansion are subject to review and approval by your office.
➢ We do not considered the future development as pennitted until such plans are
reviewed and approved by the Division

P. 1
COMMUNICATION RESULT REPORT ( APR.15.2003 11:41AM )TTI NCDENR WIRO
FILEMODEOPTION
____________
_
743 MEMORY TX
----REASON FOR ERROR
E-3) HANG ANSWUp ER LINE FRIL
__--
ADDRESS (GROUP) _ RESULT PAGE
-
----- OK
e-9103461210
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: April 15, 2003
To: Dave Newsom, P.E.
Company: John Pierce and Associates
FAX #: [phone]
Alan W. Klimek, P.E. Director
Division of Water Quality
No. of pages: 'I
From: Linda Lewis 01
Water Quality Section
Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW6 010631 Modification
Project Name: First Original Free Will Baptist Church
MESSAGE:
Dave:
Just clarify the�10,000 a of future BUA for this project. By accounting for the future
development now, a full-blown permit modification will not be required when this area is
developed in the future, BUT the permittee will be required to submit two sets of layout
and grading plans for approval prior to construction. We will ravidau, +k4% ^1---- ---' "

O�O W ATFRQG
7
O Nii� _,C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: April 15, 2003
To: Dave Newsom, P.E.
Company: John Pierce and Associates
FAX #: [phone]
Alan W. Klimek, P.E. Director
Division of Water Quality
No. of Pages: 1
From: Linda Lewis 00,
Water Quality Section -
Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010631 Modification
Project Name: First Original Free Will Baptist Church
MESSAGE:
Dave:
Just clarify the 10,000 ft2 of future BUA for this project. By accounting for the future
development now, a full-blown permit modification will not be required when this area is
developed in the future, BUT the permittee will be required to submit two sets of layout
and grading plans for approval prior to construction. We will review the plans and if
everything is OK and the stormwater facility is in compliance, then we will issue a "Plan
Revision" approval letter that basically says the revised plans are approved and to
replace the old plans with the new ones. Neither you nor the church should consider the
future development as permitted until the revised plans are approved by the Division.
RSSlarl: S:IWQSISTORMWATIADDINF0120031010631.apr03
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
#W."
NCDEN—R

TRANSACTION REPORT
MAR-24-2003 MON 04:22 PM
FOR: NCDENR WIRO 9103502004
SEND(M)
DATE START RECEIVER PAGE � T'ME NOTE M#
MAR-24 04:21 P 89103461210 ' 1 ' /44" OK 92

�` OF WArF9
ot �G
p �
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
Date: March 24, 2003
To: Dave Newsom, P.E.
Company: John L. Pierce and Associates
FAX #: [phone]
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010631 Modification
Project Name: First Original Freewill Baptist Church
MESSAGE:
Dear Dave:
Please show the nearest major intersection on the vicinity map.
The application does NOT include the 10,000 ft2 of future expansion built -upon area. If it is the
church's intent to go ahead and account for this future expansion amount, please include it on
page 2 of the application.
Please provide additional calculations of how you determined that 15,000 cubic feet of volume
has been provided for the required 1" temporary design storage. Please provide a table of
elevations, surface areas, incremental volumes and cumulative volumes from the pond bottom to
the temporary pool.elevation to support your conclusions.
The forebay and permanent pool volume calculations do not match up to what is reported on the
supplement. Please check and revise.
S:1WQSISTORM WATIADDINF0120031010631.MAR03
NCDEN.R
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING - LAND PLANNING - MAPPING
CIVIL ENGINEERING
OFFICE: 910-346-9800
FAX: [phone]
E-MAIL: [e-mail]
P.O. Box 1685
Jacksonville, NC 28541
April 2, 2003
Ms. Linda Lewis
Stormwater Section
N.C. Department of Environment and Natural Resources
127 North Cardinal Drive
Wilmington, N.C. 28405-3845
Re: Stormwater Project No. SW8 010631 (Modification)
First Original Free Will Baptist Church
Onslow County
Dear Ms. Lewis,
In response to your fax dated 3/24/03, we provide the following:
The Church requested that we design the pond to allow future expansion of the site,
therefore, we included an allowance of 10,000 sf for "Future" development. The Church,
however, has no immediate plans for expansion and I originally prepared the application
as if the permit would be issued for that BUA proposed at this time. Based upon your
comments, I assume that DWQ may be willing to write the permit for the total BUA
(now and future). The church would prefer this as a permit modification may not be
required when, and if, the church elects to expand. I have revised the application (Sheet
2 of 4) accordingly.
Per your request, we have revised our design spreadsheet to tabulate elevations, surface
areas, incremental volumes and cumulative volumes (from the bottom to the temporary
pool). We will use this updated format on all future submittals.
I have revised the supplement (Sheet 1 of 4) to reflect those actual volumes computed in
the design spreadsheet.
Should you have any questions, please feel free to contact me.
Yours
DavidK.. Newsom,
JOHN PIERCE & ,
ohnson Blvd.
le, NC 28540
LOTS, FARMLAND AND WOODLAND SURVEYING - SITE PLANNING - SUBDIVISION LAYOUT - LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING - TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit / Risk Assessment

JOHN L. PIERCE & ASSOCIATES, P.A.
rand Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone] yr..
E-Mail: jpiercc a onslowonline.nct
TO Ms. Linda Lewis
N.C. Department of Environment
and NaturalResources
127 North Card-ina1._L7rive_.._
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑
❑ Copy of Letter ❑ Prints ❑
❑ Change order ❑
JN% I .
of transmittal
DATF JOB NO.
January 14 2003
IENT N
S. Linda Lewis
RE First Original Free Will Baptist Church
Under separate cover via _
Plans ❑
Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of plans
2
Stormwater Management Permit Applications Forth
2•
Sets of calculations
1
Check in the amount of four hundred twenty dollars($420,
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ 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
❑ Prints returned after loan to us
REMARKS
SIGNED
ff

CHARLES F. RIGGS & ASSOCIATES, INC.
202 WARLICK STREET
P.O. BOX 1570
JACKSONVILLE, NORTH CAROLINA 28541
Telephone [phone]
Facsimile: [phone]
[e-mail]
November 15, 2001
Ms. Linda Lewis
N.C. Division of Water Quality
127 Cardinal drive Extension
Wilmington, N.C. 28405
[phone]
Re: Request for Additional Information
Stormwater Project No. SW8 010631
First Original Free Will Baptist Church
Onslow County
Dear Ms. Lewis;
RECEIVED
NOV 3 0 2001
PZ
PRQJ # 0(a
Enclosed as per you request are:
Engineer's letter.
(2) two corrected sets, 5 sheets each of signed and sealed drawings.
(2) two originals, page 3 and 4 of the wet pond supplement form.
Thank you for your support with this project. If you have any further questions please contact us
at your convenience.
Charles F. Riggs, PVIA./ L-2981

BRYNN T. ASHTON, P.E.
106 Stillwater Dr.
Swansboro, N.C. 28584
[phone]
November 16, 2001
N.C. Department of Environment and Natural Resources
Wilmington Regional Office
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Dear Sir/Madam:
RECEIVED
Nov 3 0 2001
DWQ
pROJ #�$ C)/d&31
re: Stormwater Management Plan
Stormwater Project No. SW8010631
First Original Free Will Baptist
Jacksonville, NC
Enclosed are copies of the revisions requested in your letter dated November 1, 2001 for the
subject Stormwater Management Permit for the proposed First Original Free Will Baptist Church
in Jacksonville, N.C. The items addressed in this mailing are listed below:
1. The location of the vegetated filter has been shifted as requested.
2. The Pen-nanent Seeding Title has been altered to include the pond, as requested.
3. The sheet with existing and proposed contours has been provided.
4. A labeled vegetated filter detail was provided on the original submission. A detail of
the flow spreader was provided. That detail has been changed to show the pipe
material and upstream and downstream edge invert, as requested. A note has been
added to specify centipede sod, since this is the only type readily available in the
Jacksonville area. All other dimensions had been previously provided.
5. The original pages 3 & 4 have been provided, as requested.
If you have any additional questions or comments, please contact me.
Sincerely,
Brynn Ashton, F.E.
copy to: Charles Riggs & Associates
N CAR,
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14011 r
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Michael F. Easley, Governor
,\-%°� W A 2�9P
Mr. Earl Hanna, Pastor
First Original Free Will Baptist Church
453 College Street
Jacksonville, NC 28540
Dear Mr. Hanna:
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
November 1, 2001
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010631
First Original Free Will Baptist Church
Onslow County
The Wilmington Regional Off -ice received a Stormwater Management Permit Application for First Original
Free Will Baptist Church on September 13, 2001. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
l . The vegetated filter is located in the receiving stream. Please relocate the filter out of the receiving
stream.
2. The pond is not mentioned in the permanent seeding requirements. Please add.
3. The existing contours that were previously shown on Sheet 2 or 5 have disappeared. Please provide
2 copies of sheet 2 of 5 that shows the existing and proposed contours.
4. Please provide a Vegetated Filter detail, labeled as the vegetated filter detail. Provide a detail of the
flow spreader, (i.e., what material it is, half round pipe, concrete box, etc.), label all inverts
(especially upstream and downstream edges of the flow spreader), and label type of sod to be used.
The flow spreader should have a high side and a low side, so that runoff can be spread out evenly
over the width of the filter. Please see the attached detail.
Please return the original pages 3 & 4 of the wet pond supplement form, which included the
signature page. Copies are not acceptable.
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. H_-mna
November 1, 2001
Stormwater Project No. SW8 010631
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 December 1, 2001, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need
to be revised have been sent to the engineer or agent. All original documents must be returned or new originals must
be provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/ari: S:1WQSISTORMWATIADDINFO1010631.NOV
cc: Linda Lewis
Brynn Ashton, P.E.

BRYNN T. ASHTON, P.E.
106 Stillwater Dr.
Swalisboro, N.C. 28584
[phone]
August 27, 2001
N.C. Department of Environment and Natural Resources
Wilmington Regional Office
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
re: Stormwater Management Plan
Stormwater Project No. SW8010631
First Original Free Will Baptist.
Jacksonville, NC
Dear Sir/Madam:
Enclosed are copies of revised drawings and calculations for the subject Stormwater
Management Permit for the proposed First Original Free Will Baptist Church in Jacksonville,
N.C.
If you have any additional; questions or comments, please contact me at the phone
number or address above.
Sincerely,
13
Brynn Ashton, P. E. RECtIVED
copy to: Charles Riggs nwca I
PROJ # 5423'oIU& 3l
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14011
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Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
August 15, 2001
Mr. Earl Hanna, Pastor
First Original Free Will Baptist Church
453 College Street
Jacksonville, NC 28540
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010631
First Original Free Will Baptist Church
Onslow County
Dear Mr. Hanna:
The Wilmington Regional Office received a Stormwater Management Permit Application for First
Original Free Will Baptist Church on June 15, 2001. A preliminary review of that information has determined
that the application is not complete. The following. information is needed to continue the stormwater review:
Please provide the nearest major intersection on the vicinity map. A major road is a 3 digit NC
numbered highway (not a 4 digit State Road number), a US highway, or an interstate.
2. Please delineate and label the drainage area to the pond. You cannot assume that the disturbed
area is the drainage area. Based on the grading plan, the drainage area should be the impervious
area plus the interior landscaping plus the pond , or about 289,585 fil. Please check and revise.
n 3. Please provide the permanent seeding schedule- the ones on sheet 3 of 5 are not labeled, and
they appear to be for temporary seeding only.
4. Please identify by name and number the wetland species to be planted on the 6:1 shelf,
What do the letters "o.c." stand for in the stand pipe detail? l have only seen "o.c." used as a
standard abbreviation for "on center", but that does not make sense for the way it is being used.
6. If you use the 85% TSS chart,, you must provide an onsite vegetated filter,per, the enclosed
detail. Please provide a detail on the plan; with as much detail as possible. Label all spot
elevations, slopes, contours, lengths, widths, etc. Neither riprap nor existing drainage ditches
qualify as filters, and the filter must be located on the church property. A property designed
vegetated filter will be a broad, flat heavily grassed area that the runoff is allowed to sheet flow
through prior to entering the receiving waters.
N DW
N. C. Division of Water Quality 127 Cardinal Drive Ext. Wilmington, NC 28405 [phone] Fax [phone] Customer Service
800 623-7748

Mr. Hanna
AuE!ust 15, 2001
Storanwater Project No. SW8 010631
----------------------------------------------
Please label the forebay wall elevation and show the wall in the pond section detail. The forebay
wall can be anywhere from 12" below the permanent pool to 12" above. For aesthetics, most
developers choose to have it below the permanent pool. If you keep it above the permanent
pool, please provide an armored weir notch at the permanent pool elevation in the forebay wall
to allow the runoff to exit the forebay into the main pond without overtopping the berm.
S. Please use the required I" volume, not the actual volume provided, to size the orifice. The head
is taken as the average of the distance measured from the centerline of the orifice to the
elevation specified as the temporary pool.
9. The temporary pool volume reported on the application is different than what was reported in
the calculations. Please correct and revise.
10. For ease of calculation, please assume that the permanent pool contour crosses over the forebay
wall as if it did not exist when calculating the surface area at the permanent pool and the
permanent pool volume. The additional sediment removal gained by the forebay offsets the
slight overestimation of surface area.
11. The surface area at elevation 24 is actually 13,775 ftZ, if you take out the area lost in the 5.8'
radius at each corner. Taking into account the drainage area discrepancy, this surface area is a
little short of the required minimum.
12. The surface areas used to calculate the temporary pool volume also do not account for the loss
of area due to the radius at each corner. Please recalculate.
13. The permanent pool volume calculation does not make any sense to me- it appears to use the
same width and length at all depths. What does Al, A2 and A3 refer to? As with the permantne
pool surface area, it is acceptable (and easier) to pretend that the forebay wall does not exist
when calculating the permanent pool volume. For purposes of this calculation, the over -stated
permanent pool volume is not a cause for concern. Please recalculate.
14. The forebay volume is supposed to be based only on 20% of the pond's volume up to the
permanent pool elevation. The. calculations submitted by your engineer include the volume
above the temporary pool elevation as well. Please recalculate.
15. The calculations indicate that the forebay volume is 11,485 cubic feet, but the supplement
reports 13,300 cubic feet. Please be consistent when reporting numbers between the plans,
supplement and calculations.. Do not oversize the forebay. A range of 18%-22% is acceptable.
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 September 15, 2001, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must indicate
the date by which you expect to submit the required information. The Division is allowed 90 days from the
receipt of a completed application to issue the permit.

Mr. Hanna
Stormwater project No. SW8 01063i
August 15. 2001
--------------------------------------------
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that
need to be revised have been sent to the engineer or agent. All original documents must be returned or new
originals must be provided. Copies are not acceptable. if you have any questions concerning this matter please
feel free to call me at [phone].
Sincerely,
-44
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINFOlO1063 LAUG
cc: Linda Lewis
I3rynn Ashton, P.E.

Date: May 7, 2008
To: Ed Beck, David Cox, Pat Durrett,
From: Elizabeth D. Hickmon
Re: First Free Will Baptist Church
Ed Harrison called today regarding the creek behind his house and the church's
involvement is the condition of the creek. He wanted to speak to Pat Durrett. I told him
that she was not going to be available this week, but that the problem was being
addressed. 1 know that David Cox may be following up on this.
He would like a phone call back with an update. His phone number is 910 455-8188.
He has contacted the City of Jacksonville and talked to Tammy Odum from the city.
wonder if he means Tami Dubois. He has also emailed the Jacksonville News and is
contacting the River Keeper.
assured hire that we are aware of the situation and that the proper people from DENR
are looking into the problem.
Eli�)aeth D. Hickmon
C1Documents and Settingslehickmon\My Documents\Memos To EdlFirst Free Will Baptist Church.doc