SW8050534_HISTORICAL FILE_20051121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWf�U�vS3'f'
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2yi�/.In
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 050534
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
Alan MacGillivary & White Oak Congregation of Jehovah's Witnesses
White Oak Congregation of Jehovah's Witnesses
Henderson Drive & Doris Avenue, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of a bio-retention basin 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 November 21, 2015, 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 36,590 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. No built -upon area for future development
has been allocated with this permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050534
6. The following design criteria have been provided in the bioretention basin and
must
be maintained at design condition:
a.
Drainage Area, acres:
1.5
Onsite, ft2:
65,340
Offsite, ft2: '
0
b.
Total Impervious Surfaces, ft2:
36,590
C.
t
Basin Depth, feet:
9"
d.
TSS removal efficiency:
85%
e.
Bottom Elevation, FMSL:
23.00
f.
Bottom Surface Area, ft2:
3,350
g.
Permitted Storage Volume, ft3:
2,755
h.
Temporary Storage Elevation, FMSL:
23.75
i.
1
Number of Plants provided:
21 trees, 70 shrubs
j.
Receiving Stream/River Basin:
j
Mill Creek 1 White Oak
k.
Stream Index Number:
WOK02 19-9
I.
Classification of Water Body:
"SC NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any.eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Pruning of plants, mowing, revegetation, and remulching of all slopes and
bottom areas.,
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass outlet structure, catch basins
and piping.
g. Access to the bypass 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050534
5. 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.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans,' including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, 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 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050534
Ill. 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 reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 21st day of November 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

Ri ers
_ T0
= 4Assoclates, Engineers
September 6, 2005
Planners
Surveyors
Ms. Linda Lewis
NC Department of Environment, Health and Natural Resources
Division of Land Resources - Land Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: White Oak Congregation ofJehovah's Witnesses
Southeast Confer of Henderson Dr. and Doris Ave.
Stormwater Project No. SW8 050534
Jacksonville, North Carolina
Dear Ms. Lewis:
Per the letter that 1 received from you on August 10, 2005, I have revised the construction plans
and addressed your stormwater management comments as follows:
Item #1 : Revised the vicinity map to include nearest major intersection of US Hwy 17 and NC
Hwy 24 (See Sheet 1).
Item #2: Added a catch basin to the southeast corner of the parking lot (See Sheet 2). Revised
stormdrain calculations are provided, which include the calculation for the additional catch basin.
Item #3: Added note on Grading and Drainage Plan, stating all roof drains must be collected and
either directly connected to the collection system, or allowed to spill out onto the parking lot to
be collected (See Sheet 2),
Item #4: Labeled the bottom elevation on the bioretention area typical section detail (See Sheet
3).
Item #5: Received a copy of the revised wording on the City of Jacksonville Bioretention Area
Maintenance Agreement. I will forward a copy of this change to the City of Jacksonville, so they
can make this change on their standard agreement.
107 East Second Street. Greenville, NC' 27858 • Post Office Box 929 • Greenville, NC. 27835 • [phone]. FAX [phone]
H,-moil: rivers@riN,crsandassociates.com

Ms. Linda Lewis
September 6, 2005
Page 2
Enclosed for your review are two (2) copies of the construction plans and two (2) copies of the
revised stormdrain calculations for you to insert in the previously submitted Stormwater
Management Plan. Thank you for your assistance with this project. Do not hesitate to call if you
have any questions or need any additional information.
Enclosures
cc: Mr. Alan MacGillivary
Mr. Dwight Vernelson, PE
File
With best regards,
Rivers and Associates, Inc.
�m5
ames B. Faulkner
Design Engineer
paprivate/kingdom halls/Jacksonville/lxe %6s 090605.doe

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REASON FOR ERROR E-2) BUSY
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr,, Secretary
FAX COVER SHEET
Date: '?—((-05
To: _ F3a1 FQl411< +h
CO:
FAQ #: r 397-4-
REMARKS
No. Of Pages; (excluding cover)
From: Lti d- L P.tc.ns
CO: NC DENR
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, M.C. 20405-3945 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer
P. 2/2

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: 1-0 -015
To: Bon F=qWICnAe4'—
CO:
FAX #: -F L - � 4-
REMARKS:
No. Of Pages: (excluding cover) I
From: L.i�dg Lat,c-4s _
CO: NC DENR
FAX#: [phone]
�f fU 117 r-Af 01C 7 / s r
127 Cardinal Drive Extension, Wilmington, N.C. 2N405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

White Oak Congregation ofJehovah's Witnesses 4/05
V. Special Requirements
Keep records of all maintenance activity. Records shall be available for
DWQ or City of Jacksonville inspection upon request.
ii. Contact the City of Jacksonville and DWQ for approval before making
any modifications to the bioretention areas.
I, ,4/A zz N4t 61I1 LV,4V V , hereby acknowledge that I am
financially responsible party for maintenance of this bioretention area. I will perform the
maintenance as outlined above, as part of
Stormwater received for this project.
No',2YiM."I t c' ✓Mr
Signature: -el Date: �C>
a Notary Public for the Stat of / t� �s��✓
Cbu� ty of , do hereby certify th J�.
personally appeared before me this day of�, 2005, an acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
r
',�,0 .•��,.•....• '"Yip ��'
0
BLIC
My commission expires'-.' •'° •L'%��C

A Michael F. Easley, Governor
�0F W T�9p
O G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
August 9, 2005
Mr. Alan MacGillivary, Presiding Overseer
White Oak Congregation of Jehovah's Witnesses
104 Carole Court
Jacksonville, NC 28540
Subject: Request for Additional Information
Stormwater Project No. SW8 050534
White Oak Congregation of Jehovah's Witnesses
Onslow County
Dear Mr. MacGillivary:
The Wilmington Regional Office received a Stormwater Management Permit Application for
White Oak Congregation of Jehovah's Witnesses on June 6, 2005. 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. Please add the nearest intersection of two major roads to the vicinity map. A major
road is any 1, 2 or 3 digit NC, US or interstate highway.
2. There will be a significant amount of water coming down the north edge of curbing at
a good clip, which will be forced to make two 90 turns before being collected in CB
#1. To avoid potential bypasses due to the runoff jumping the curb, please consider
adding a catch basin in that first corner.
3. Please add a note that all roof drains must be collected and either directly connected
to the collection system, or allowed to spill out onto the parking lot to be collected.
4. Please label the bottom elevation on the bio-retention basin section detail.
5. The Operation and Maintenance plan refers to the "Certification of Compliance with
Stormwater Regulations." Certifications were abandoned in 1995, and the Division
has since been issuing Stormwater Managememt Permits. Please note that I have
made this change of wording to the document. A copy is enclosed for your files.
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 9, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resu bmittal 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.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ervice1-877-623.6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr state.nc.us One
NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

Mr. Gillivary
August 9, 2005
Stormwater Application No. SW8 050534
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
ENB/arl: S:1WQSlSTORMWATERIADDINFO120051050534.aug.05
cc: Dwight Vernelson, P.E., Rivers and Associates
Linda Lewis
Page 2 of 2

divers
11 AArssoeiates,
June 3, 2005
U),�
Engineers
Planners
Surveyors
Ms. Linda Lewis
NC Department of Environment, Health and Natural Resources
Division of Land Resources - Land Quality Section " C E I E D
127 Cardinal Drive Extension �/
Wilmington, North Carolina 28405
J U N 0 6 2005
Subject: White Oak Congregation of Jehovah's Witnesses DWQ
Southeast Corner of Henderson Dr. and Doris Ave. 'fo
Jacksonville, North Carolina �R0�3 #�
Dear Ms. Lewis:
The subject project is located in Jacksonville, NC at the Southeast corner of the intersection of
Henderson Drive and Doris Avenue and is going to be developed as a religious development.
Per the NCDENR BMP Manual, hand auger borings were completed to determine the depth to
the groundwater in the location of the proposed Bioretention Cell. It was determined by Mr. Carl
Bonner, PE with Terracon Consultants, Inc. that the ground water table was 5.5 feet below the
existing ground surface. I realize that the NCDENR BMP manual states that locations
undesirable for bioretention include areas that have a water table within 6 feet of the land surface.
However, per the enclosed letter by Terracon Consultants, Inc, fluctuation in the groundwater
table on the order of 1 to 2 feet are typical in the Coastal Plain, depending on variations in
precipitation, evaporation and surface water runoff. It was discovered that fine to coarse sands
were present at a depth of 4.5 — 6.5 feet of the ground surface, which would help the stormwater
infiltrate through the Bioretention Cell. I also contacted Mr. Bill Lord with the North Carolina
Cooperative Extension Service to get his opinion. Mr. Bill Lord stated that the difference in 5.5
feet and 6 feet is not significant if the soils can handle stormwater. If you do not hit water during
excavation or hit evidence of a seasonal high water table then there should be room for the
stormwater to exfiltrate the bed. Thus, with the sandy soils that were identified this should be
possible. Attached for your information is an email from Mr. Bill Lord.
Enclosed for your review are the following:
Two copies of the Stormwater Management Plan.
2. Two copies of the Construction Plans.
3. Executed Stormwater Management Permit Application Form.
4. Executed Bioretention Area Maintenance Agreement.
Letter from Terracon Consultants, Inc.
6. Email from Mr. Bill Lord with North Carolina Cooperative Extension Service.
7. Submittal Fee of $420.00 (Check 482213).
.107 Last Second Street. Greenville. NC 27858 • Post Office Box 929 • Greenville, NC 27835 • [phone] • PAX [phone]
E-mail: [e-mail]

' RilTeirs
Engineers / Planners / Surveyors • Greenville. North Carolina
&Associates,
Inc.
Ms. Linda Lewis
June 3, 2005
Page 2
Thank you for your assistance with this project. Do not hesitate to call if you have any questions
or need any additional information.
With best regards,
Rivers and Associates, Inc.
9.
Jes B. Fa kner
Design Engineer
Enclosures
cc: Mr. Alan Macgillivary
Mr. Dwight Vernelson, PE
File

5,
RECD MAR 2 9 2005
TERRACON
111-C W. FIRE TOWER RD.
WINTERVILLE, N.C. 28590
TELEPHONE [phone]
CLIENT: Rivers and Associates, Inc.
PROJECT: White Oak Church; Jacksonville, North Carolina
WEATHER: Cloudy and cold
TERRACON JOB NO.: 72055013
DATE: March 14, 2005 PERSONNEL: Carl Bonner
As requested by Mr. Ben Faulkner, representing Rivers and Associates, Inc. a
representative of Terracon Consultants, Inc. Was on site today to perform hand auger
borings in the footprint of the proposed stormwater detention pond. The location of the
proposed stormwater detention pond was obtained from the "Site Plan, White Oak
Congregation of Jehovah's Witnesses" provided to us by Mr. Faulkner.
Two hand auger borings were advanced in the detention pond footprint in order to
ascertain the depth to the groundwater. Both borings encountered similar soils. The soil
stratigraphy observed was as follows:
0-1 feet Topsoil and root material
1-2.5 feet Yellow brown clayey fine to medium sand
2.5-4.5 feet Orange and gray sandy clay
4.5-6.5 feet Gray and orange fine to coarse sand
Saturated soils were encountered at a depth of approximately 5.5 feet below the existi
ground surface. After a waiting period of approximately one hour, the borings had caved
to a depth of 5.5 feet, which is an indication of the current groundwater table elevation.
Fluctuations in the groundwater table on the order of I to 2 feet are typical in the Coastal
Plain, depending on variations in precipitation, evaporation and surface water runoff.
Seasonal high groundwater levels are expected to occur during or just after the typically
wetter months of the year (November through April). At the time of the exploration, the
groundwater levels would be expected to be near seasonal high levels.
Attached with this report is a sketch of the hand auger boring locations.
Mr. Ben Faulkner was informed of our observations by telephone on March 14, 2005.
RESPECTFULLY SUBMITTED
TERRACON
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�oF W AZF. Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 26, 2005
White Oak Congregation of Jehovah's Witnesses
Attn: Mr. J. Dwight Vernelson, P.E
104 Carole Ct.
Jacksonville, NC 28540
Subject: Request for Stormwater Management Permit Application
White Oak Congregation of Jehovah's Witnesses
Stormwater Project No. SW8 050534
Onslow County
Dear Mr. Vernelson:
On May 9, 2005, the Wilmington Regional Office received a copy of a Letter of Receipt of
Erosion Control Plan for the subject project. The North Carolina Administrative Code requires
any project that must receive either Sedimentation and Erosion Control Plan approval and/or a
CAMA Major permit to apply for and receive a Stormwater Management Permit by the
Division of Water Quality, Any construction on the subject site, prior to receipt of the required
permit, will constitute a violation of 15A NCAC 21-1.1000 and may result in appropriate
enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the
status of this project and the expected submittal date must be received in this Office no later
than June 27, 2005. Failure to respond to this request may result in the initiation of
enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan
approval letter must NOT be considered the Coastal Stormwater Management Permit, which
will be signed by the Water Quality Supervisor. Please reference the Project Number above
on all correspondence. If you have any questions, please call me at (910)-796-7215.
Sincerely,
-� d4cc�u X LIL- 6--
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATISTORMSUB1050534.may05
cc: Mike Morris, Onslow County Building inspections
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone]
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.enrstatemc.us One
NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50°% Recycled110% Post Consumer Paper Naturally

CITY OF JACKSONVILLE
PUBLIC SERVICES DEPARTMENT
ENGINEERING
J .I
4
LETTER OF TRANSMITTAL
CI�T
Date: May 5, 2005 MAY 0 9 2005
TO: Attn: Ms. Linda Lewis
Division of Environmental Management Ref. Erosion & Sedimentation
127 Cardinal Drive Extension Jehovah's Witnesses Church
Wilmington, N.C. 28405
Phone # [phone]
Linda:
WE ARE SENDING YOU XX ATTACHED _ UNDER SEPARATE COVER
_ PRINTS XX PLANS _ SPECIFICATIONS
_ COPY OF LETTER XX OTHER copy of the financial responsibility statement
DESCRIPTION:
THESE ARE TRANSMITTED AS CHECKED BELOW:
_ FOR APPROVAL
_ FOR REVIEW AND COMMENT
DOCUMENTS ARE DUE TO BE RETURNED BY:
_ PRINTS RETURNED AFTER LOAN TO US
_ OTHER
:f 3
COPIES TO: bile
—AS REQUESTED
XX FOR YOUR USE
Tom Anderson, Construction Specialist
Post Office Box 128 ♦ Jacksonville, North Carolina 28541 ♦ [phone] ♦ TDD# [phone] ♦ Fax [phone]

FINANCIAL RESPONSIBILIITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more contiguous acres as covered by
the Act before this form and an acceptable erosion and sedimentation control plan have been completed
and approved by the Land Quality Section, N.C. Department of Environment, Health, and Natural
Resources. (Please type or print and, if question is not applicable, place NIA in the blank.)
Part A.
1. Project Name White Oak Congregation of Jehovah's Witnesses
2. Location of land -disturbing activity: County Onslow . City
or Township Jacksonville , Highway 1 Street Henderson Drive and Doris Avenue
3. Approximate date land -disturbing activity will be commenced: June, 2005
4. Purpose of development (residential, commercial, Industrial, etc): Commercial Development
5. Approximate acreage of land to be disturbed or uncovered: 1.7 Acres
6. Has an erosion and sedimentation control plan been filed ?Yes X No
7. Person to contact should sediment control issues arise during land -disturbing activity.
Name_ Mr. J. Dwight Vernelson, PE Telephone [phone]
8. Landowner (s) of Record (Use blank page to list additional owners.):
White Oak Congregation of Jehovah's Witnesses
Name (s)
104 Carole Ct.
Current Mailing Address
Jacksonville NC 28540
City State Zip
9. Recorded in Deed Book No. 1682
Current Street Address
City State Zip
Page No. 110
Part B.
1. Person (s) or firms (s) who are financially responsible for this land -disturbing activity (Use the blank
page to list additional persons or firms):
White Oak Conareoation of Jehovah's Witnesses
Name of Person (s) or Firm (s)
104 Carole Ct.
Mailing Address
Jacksonville NC 28540
City State Zip
Telephone [phone]_
Street Address
City State Zip
Telephone

2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street
address of a North Carolina Agent,
Name
Mailing Address
City State Zip
Telephone
Street Address
City
Telephone
State Zip
(b) If the Financially Responsible Party Is a Partnership give the name and street address of each
General Partner (Use blank page to list additional partners). If the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
White Oak Conareaation of Jehovah's Witnesses
Name.
104 Carole Ct.
Mailing Address Street Address
Jacksonville NC 28540
City State Zip City State Zip
Telephone [phone]_
Telephone
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath. (This form must be signed by the financially responsible person if an individual or his
attorney -in -fact or it not an individual by an officer, director, partner, or registered agent with authority to
execute instruments for the financially responsible person). I agree to provide corrected information
should there be any change in the information provided herein.
Alan Macgillivary Presiding Overseer
Type or print name Title or Authority
Signature Date / 7
Notary Pubic of the County of
State of North Carolina, hereby certify that ��G� .v ����1 •f -z�f'
appeared personally before me this day and being duly sworn acknowkdged thatee above form was
executed by him.
AN N
Witness my hand'aAFroVtrat•se���`t�is day of � , 2040
• '• �y ;
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Seal �& • 1 Notary
G 01 " My commission expires
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Ben Faulkner - Re: Fwd: Bioretetion Cell Question - Jacksonville, NC Page 1
M,
From: WILLIAM G LORD <[e-mail]>
To: Ben Faulkner<[e-mail]>
Date: 4/4/2005 9:31:09 AM
Subject: Re: Fwd: Bioretetion Cell Question - Jacksonville, NC
Ben;
I think bioretention could work on the site you describe if it is a well
drained area from which water could move laterally. The difference in
5.5 and 6 feet is not that significant if the soils can accept
stormwater. If you do not hit water during excavation or hit evidence
of a seasonal high water table then there should be room for the
stormwater to exfiltrate the bed. So, my question would be is it a
"dry" site with room for lateral movement and is there vegetation nearby
that can help with evapotranspiration and treatment of the stormwater.
Y1ItIIiart
Ben Faulkner wrote:
> Bill,
> I emailed Dr. Hunt a couple of times and have not heard back from him,
> so I was going to get your opinion on my question. I am waiting to here
> from you guys before I submit to NCDENR. Your response would be greatly
> appreciated. Thanks.
> Ben Faulkner
> Subject:
> Fwd: Bioretetion Cell Question - Jacksonville, NC
> From:
> "Ben Faulkner"<[e-mail]>
> Date.,
> Tue, 22 Mar 2005 09:51:33 -0500
> To:
> <[e-mail]>
> Dr. Hunt,
> I emailed your other email address a week ago and I wasn't sure if that
> was still a current address. Attached is the question that I had
> concerning a bioretention cell in Jacksonville, NC. Your response would
> be greatly appreciated. Thank you for your time and consideration and
> please let me know if you have any questions. Thanks
>
> Ben Faulkner
> Ben Faulkner
> Design Engineer
> Rivers and Associates, Inc.
> 107 East Second Street
> P.O. Box 929

Ben Faulkner - Re: Fwd: Bioretetion Cell Question - Jacksonville, NC Page 2
> Greenville, NC 27835
> [phone]
> Fax: [phone]
> E-mail: [e-mail]
> -----------------------------------------------------------------------
> Subject:
> Bioretetion Cell Question - Jacksonville, NC
> From:
> 'Ben Faulkner" <[e-mail]>
> Date:
> Tue, 15 Mar 2005 17:21:48 -0500
> To:
> <[e-mail]>
> Dr. Hunt,
> I am working on a site in Jacksonville and we have had the geotechnical
> investigation completed to identify where the table is located and it
> was identified to be 5.5 feet from the land surface. I understand that
> the NCDENR BMP manual states that locations undesirable for
> bioretention, include areas that have a water table within 6 feet of the
> land surface. My question is do you feel that this area would still be
> suitable for bioretention, with the water table being identified at 5.5
> feet of the land surface. Please note that the soil stratus in the area
> of the bioretention was identified with sandy soils. It is very
> difficult to find areas in coastal eastern North Carolina where the
> water table is more than 6 feet below the water table. Onslow County is
> a CAMA County and I would be submitting to the NCDENR-Wilmington
> Regional Office for review and they have required a letter in the past
> confirming that the water table was not within 6 feet of the land
> surface. I have completed the design of the bioretention cell and my
> ponded area is designed at 7 inches. However, because of the depth of
> my outlet I was not able to include underdrain pipes in this design.
> Please let me know if you feel that a variance could be justifiable with
> the water table, given the site location and the sandy soils. Thank you
> for your time and consideration.
> Ben Faulkner
> Ben Faulkner
> Design Engineer
> Rivers and Associates, Inc.
> 107 East Second Street
> P.O. Box 929
> Greenville, NC 27835
> [phone]
> Fax: [phone]
> E-mail: [e-mail]

Ben Faulkner - Re: Fwd: Bioretetion Cell Question - Jacksonville, NC Page 3
William G Lord, Area Specialized Agent, Environmental Education
North Carolina State University
College of Agriculture and Life Sciences
North Carolina Cooperative Extension
103 South Bickett Blvd., Louisburg, NC 27549
E-Mail : [e-mail]
Phone :[phone]
Fax :[phone]