SW7070135_HISTORICAL FILE_20091001

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�L? 7 D�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
a
YYYYMMDD

Hood Richardson, PA
Engineers — Surveyors — Geologists
110 West Second Street
Washington, North Carolina 27889
[phone]
NARRATIVE
WORD OF LIFE WORSHIP CENTER, INC
sTORMWATER PERMIT MODIFICATION
PHASE I
SEPTEMBER 28, 2009
OCT 0 1 28";
This is a 13.49 acre site bound by Market Street Extension and the Ingalls lots on the east, the west, south
and north boundaries are farm ditches.
This project was permitted as a high density site on April 30, 2007 (permit number SW7070135). The
owner desires , because of the present economic conditions, to break the project into phases. This part of the
project is Phase I which is a low density phase with 2.28 acres or 16.9 percent impervious.
This project is in silty clay soils. All of the 13.49 acres have been farmed during the past several years.
Topography is Flat with approximately 2 feet of fall from east to west.
The owner proposes to construct a church with parking lot and access road.
Storm water treatment strategy for phase 1 is low density sheet flow over grassed areas. Drainage work will
be in compliance with the original design for the high density site so that future additions can install the BMPs
necessary to meet the requirements of the high density permit.
The ultimate storm water treatment strategy remains unchanged as follows in this paragraph. The storm
water treatment strategy is to collect one inch of run off from the building and parking lot into swales for
delivery to a treatment pond. All surplus of the storm water is by-passed to an existing ditch. Shales will be up
to 30 feet wide and grassed. The temporary pool will blead down over a two day period. Treated water will
flow more than 30 feet over a grassed swale to an existing ditch. The grassed area on the west and south sides
of the building is considered impervious in the original permit The treatment pond is sized for future growth
into this area.
L.
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Michael F. Easley, Governor
I
i William 0. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
1
.� Alan W. Klimek, P.E. Director
Division of Water Quality
DIVISION OF WATER QUALITY
April 30, 2007
Word of Life Worship Center
Attn: Bishop Aaron McCarter
PO Box 727
Washington, NC 27889
Subject: Stormwater Permit No. SW7070135
Word of Life Worship Center
High Density Stormwater Project
Beaufort County
Dear Bishop McCarter:
The Washington Regional Office received revised plans and
supporting information for the subject project on April 25, 2007.
It has been determined that this project will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We
are forwarding Permit SW7070135 dated April 30, 2007 to Word of
Life Worship Center for the construction and operation of a wet
detention pond to serve the Word of Life Worship Center located
near Washington, NC.
This permit shall be effective from the date of issuance
until April 30, 2017, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 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.
North Carolina Division of Water Quality Internet'. www.ncwaternuality.ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
Nne
orthCarolina
Naturally
An Equal Opportunity/Affnnadve Action Employer— 50% Recycled/10% Post Consumer Paper

J
Word of,Life Worship Center
April 30, 2007
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 948-
3919.
incerely,
L
Al Hlloge,4�ional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Hood Richardson
Beaufort County Planning/Inspections
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7070135
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
Word of Life Worship Center
Beaufort County
FOR THE
construction, operation and maintenance of stormwater management
systems 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 for
grass swales, vegetated buffers and a wet detention pond to serve
the Word of Life Worship Center located near Washington, NC.
This permit shall be effective from the date of issuance until
April 30, 2017, 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 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

I
DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Word of Life Worship Center
Permit Number:
SW7070135
Location:
Beaufort County
Applicant:
Word of Life Worship Center
of Washington
Mailing Address:
PO Box 727
Washington, NO 27889
Application Date:
01/29/2007; original
04/25/2007; complete
Receiving Stream:
UT -Cherry Run
Stream Classification:
C-Sw-NSW
Total Site Area:
13.49 acres
Total Impervious: 4.56 acres
Area Allowed
Pond Depth: 4.0 ft
Required Storage Volume: 29,403 cf
Provided Storage Volume: 29,403 cf
Required Surface Area: 18,216 sf
Provided Surface Area: 18,496 sf
Controlling Orifice: drawndown orifice 2.50-inch at
elevation 94.3 ft.
n

I
4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales)
shown on the approved plans as part of the stormwater
management system without submitting.a revision to the permit
and receiving approval from the Division.
S. 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 of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at
all .times. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

1
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.
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. 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 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. Mail the
Certification to the Washington Regional Office, 943
Washington Square Mall, Washington, North Carolina, 27889,
attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
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 143-215.6(a) to 143-215.6(c).
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.
6

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.
S. 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.
6. At least six months prior to the expiration date, the
permittee must submit a written request for permit renewal
to the Division of Water Quality, Washington Regional
Office.
Permit issued this the 30 th day of April, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7070135
7

Stormwater Permit No. SW7070135
Word of Life Worship Center
Swales, Vegetated Buffers, and Wet Pond
Beaufort County
Designer's Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(Project Owner)
hereby state that to the best of my abilities, due care and
diligence was used in the observation of the project construction
such that the construction was observed to be built within
substantial compliance and intent of the approved plans and
specifications.
Signature
Registration Number
Date
11

�L0
. � . i l�m
DWQ-WARO State of North Carolina SW4CK 1 /30/U%
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, Individual, etc. who owns the project):
Word of Life Worship Center of Washington.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Bishop Aaron McCarter Pastor
3. Mailing Address for person listed in Item 2 above:
City: Washi naton State: N.C. Zip: 27889 -
Telephone Number:
(959 i-975-1977
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
—Ward of Life Worship Center of Washington
5. Location of Project (street address):
013 No-th Side of 4401 North Market Street Extension
City: Washington, N.C. -.-
County Beaufort
6. Directions to project (from nearest major Intersection):
Take Market Street SR 1422 4.0 miles to SR 155 Gaulberr Ro
proceed North on SR 1422 0.6 miles, project is on left in of
r
7. Latitude: 5 o 4 F f 1 Ill _ Longitude: 77001 ' 5 4"
of project
8. Contact person who can answer questions about the project:
Name: Herod Richardson, PE Telephone Number: ( 252 ) 975-3472
II. PERMIT INFORMATION:
1. Specify whether project is (check one): _X_New Renewal
Modification
Form SWU-101 Version 3.99 Page 1 of

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) N/A
3. Specify the type of project (check one):
_Low Density X High Density _Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X�Sedimentation/Erosion Control _404/401 Permit X_NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater will be collected in rassed swales and diverted to a wet
detention pond. The first inch will be held in t e pon e remaiaider
of the storm will be diverted to existing ditch.
2. Stormwater runoff from this project drains to the Tar —Pamlico
River basin. /
3. Total Project Area: 13 . 4 9 __acres 4. Project Built Upon Area: 3 3 . 8 ✓/ g6
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in tl ie
project, attach an additional sheet with the information for each area provided in the same format as below.
Basiir IiiformaUon
D a 4, ., St.x
Drama eAr.2
Receiving Stream Name
a
Name
a .,..ea•.
Receiving Stream Class
Chprry Run
C SW NSW
Drainage Area
13.49 acres
Existing Impervious* Area
none
Proposed Impervious*Area
% Impervious Area (total)
33.8
O peivlouso,Surface'Area
Df a'etArea I
1 raiiiWArea,2
e Buildings
.,�1�..,.
0. 94
On -site Streets
0. 28
On -site Parking
3.26
On -site Sldewalks
0 .08
Other on -site
None
Uri -site
None
Total: 4 .56
Total:
� "' F. , m ea mcmmng, out not [united to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived? N / A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwatermanagement permit number
Mot a c„v.a i )r i ..:.. _ as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than 198 s_9_ square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwa ter control system shall be performed in a manner that maintains the integrity
and performance of the system as permit fed.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW_ U-102
Wet Detention Basin Supplement
Form SWU-103
Inf5lvation Basin uu p emen
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• 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): Hood Richardson, PE
Mailing Address: 110 West 2nd Street
City: Washington State: N.C. Zip: 27889
Phone: ( 252 ) 975-3472
VIII. APPLICANT'S CERTIFICATION
Fax: L 252 ) 979-3751
I, (print or type name ofperson listed in General Information, item 2) R i shin Aaron M (a t Ar
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the nr000sed orolect romnlles with the requirements of 15A
Form SWU-101 Version 3.99
Page 4 of 4
Date I �`0 /

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889 January 4, 2007
NARRATIVE NARRATIVE 'I1aCEIVED
WORD OF LIFE WORSHIP CENTER, INC JAN 2 9 2007
STORMWATER PERMIT
January 04, 2007 ®WQ-WAR(
This is a 13.49-acre site bound by Market Street extension and the Ingalls lots on the east, the west
south and north boundaries are farm ditches.
This project is in silly clay soils. All of the 13.49 acres have been fanned during the past several years.
Topography is flat with an approximate 2-foot fall from east to west.
The owner proposes to construct a large Church with parking and an access road.
The stormwater treatment strategy is to collect one inch of run off from the building and parking lot in
swales for delivery to a treatment pond. All other stormwater is by by-passed to an existing ditch. Swales
will be up to 30 feet wide and grassed. The temporary pool will blead down over two-day period. Treated
hater will flow more than 30 feet over a grassed swale to an existing ditch.
The grassed area on the west (back) side of die building is considered impervious in this permit, which
means the treatment pond is sized for future growth into this area wldch measures fifty five by two hundred
fifty-seven feet.

RECEIVED
"'JAN 2 9 2007
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[phone]
HOOD RICHARDSON, PA
Mr. Al Hodge, Regional Supervisor
Surface Water Protection
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
January 29, 2007
Re: Stormwater application for Word of Life
Worship Center of Washington
Letter of request dated January 19, 2007.
Dear Mr. Hodge:
The following soil information is given regarding soils:
0-8 inches: Fine sandy loam, topsoil, granular.
8-15 inches: Light yellow brown clay loam, slightly plastic.
I'V41MI41
JAN 2 9 20V"7
DWQ-WARO
15-28 inches: Light yellow to olive silty clay, plastic, sticky, mottles with reddish silty clay.
28-34 inches: Silty clay, yellow with red silty clay mottles, plastic, firm.
3442 inches: Yellow —brown silty clay with olive-green mottles.
Boring by Hood Richardson, PG.
SAP
o L. Richardson, PG
tiocFaiOG�`:�So�;r
gyp' RO

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27089
April 19, 2007
RE
Mr. William J. Moore
Environmental Engineer
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Stotmwater Permit SW 7070135
Word of Life Center of Washington
Beaufort County
Dear Mr. Moore:
ULZ LL-
APR 1 9 2007
DWQ- UARG
Responding to your letter of April 3, 2007:
1. There are no wetlands in the area to be disturbed. An "Appropriate note" is now on the plans.
An application has been made to DWQ for a determination as to the presence of blue line streams.
Construction activities are more than 50 feet from features that could be blue line streams with the
exception of fill in the farm land areas.
We believe there are no blue line streams on this property.
2. 1 have changed the design to plug flow, and increased the drainage area to the treatment
pond
3. Riser dimensions have been reconciled.
4. Appropriate revised plans and paper work are enclosed.
L. Richardson, PE, PLS, PG

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
NARRATIVE
WORD OF LIFE WORSHIP CENTER, INC January 04, 2007
STORMWATER PERMIT Revised March 26, 2007
January 04, 2007 Revised April 16, 2007
This is a 13.49-acre site bound by Market Street Extension and the Ingalls lots on the east, the south and
north boundaries are farm ditches, the west boundary is an intermittent rum.
The project is in silty clay soils. All of the 13.49 acres have been farmed during the past several years.
Topography is flat with an approximate 2-foot fall from east to west.
The owner proposes to construct a large church with parking and access road.
The stormwater treatment strategy is to collect one inch of run off from the building parking lot in
swales for delivery to a treatment pond. Swales will be up to 30 feet wide and grassed. The temporary pool
will blead down over two-day period. Treated water flows 30 feet over a grassed swale to an existing ditch.
The grassed area on the west (back) side of the building is considered impervious in this permit, which
means the treatment pond is sized for future growth into this area which measures fifty five b ty wo hundred O
fifty-seven feet.
There are two drainage basins on the permit area. Drainage are A is 1.3 acres that will be grassed with a
drive way crossing. The impervious area of the driveway is 3000 square feet or 5 percent Stormwater
treatment in this area to be by swales.
Drainage area B stormwater will be treated in a swale and pond system. The stormwa r pond collection
drainage basin is 8.1 acres. ��' i e, collection
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Word of Life Worship Center
Attn: Bishop Aaron McCarter
PO Box 727
Washington, NC 27889
Dear Bishop McCarter:
Michael F. Fi ilcy, (luvcrnur
William G. Russ Jr., Sccrctar)
North Carolina I.k-i'"un❑ of Environment and Natural Resources
April 3, 2007
Subject: Stormwater Permit SW7070135
Word of Life Worship Center
Beaufort County
Hari W. Klimek, P.E. Director
Divisiun ul Water Quality
This office received revised plans and supporting information fur the subject project on March 27, 2007. 1 reviewed the revised plans and conducted a site inspection on March 29, 2007. In order to
complete your application and before a stomrwater permit can be issued, the following items must be
addressed:
1) Site visit revealed low wet areas cnsite, and a drainage feature along the West property
boundary that could be a designated "blue line" strearn. All wetlands and "blue line"
streams must be shown on the site plans. This project lies within the Tar -Pamlico River
Basin and must comply with the Buffer Rules. Provide explanation/plan notes.
2) The proposed "bypass" design for the wet detention pond does not collect, store & treat the
entire 1-inch runoff volume. I recommend that the design be modified to create "plug -flow
conditions and route all the stormwater flow through the wet pond.
3) Plan sheet 1 shows a 12-inch outlet riser, while plan sheet 2 shows a 18-inch outlet riser on
one cross section & no riser on another cross section. Explain/revise.
4), Revise narrative, plans, calculations & details to reflect changes.
The above requested information must be received in this office prior to May 3, 2007, orl your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
If you have questions, please feel free to contact me at [phone]
Sincerel
William J. Moore -
Environmental Engineer
Washington Regional Office
cc: �,Hood Richardson
Beaufort County Planning/inspections
Washington Regional Office
sn-
�cYr� /J
>
North Carolina Division of Water Quality Washington Regional Office Phone [phone]Ili I I LN i i 94o 1r3I j
Irrterrret h2o.enr.state.ncos 943 Washington Squmc Mall, Washington, N(2188I
Northcaror.
Awurah
Cuslurner $erviic
1-877fi3J-6748

Permit No.
(to be provided by DWQ)
Stake of No Caro"a
Department of Eiivirbniite ' and Natural Resources
Division of Water .Qtlality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet deter'tign basin
sup pIpment for each basin, design calculations, and plans and specifications showing all basm,and outlet
structure details.
L PROJECT INFORMATION
Project Name: Word of Life Worship Center of Washington
Contact Person: Anna ta; cherdsnn PF Phone Number: (252 ) 975-3472 _
For projects with multiple basins, specify which basin this worksheet applies to: N /A
elevations
Basin Bottom Elevation ) n _ n ft. (floor of the basin)
Permanent Pool Elevation RA617t'L' ft. (elevation of the orifice)
Temporary Pool Elevation 95 _5 ft. (elevation of the discharge structure overflow)
areas z`fts'fe vll. Y/tclo7
Permanent Pool Surface Area;, sq. ft. (water surface area at the orifice elevation
Drainage Area `ll �"t{j b' 1 � ac. (on-si(e and off -site drainage to the basin)'
Impervious Area 4.56 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume l `f lr l i
�} L' q!j
Other parameters
SA/DA
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
0/%10
21 f ih cud ft. (combined volume of main basin and forebay)
cu. ft. (volume detained above the permanent pool)
cu. ft. (approximately 20% of total volume)
a7
surface area to drainage area ratio from DWQ table)
_,-12�r 2 f in. (2 to 5 day temporary pool draw -down required)
one in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

ATF9
IOr
Word of Life Worship Center
Attn: Bishop Aaron McCarter
PO Box 727
Washington, NC 27889
Dear Bishop McCarter.
LJ«J-R O
Michael R Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 3, 2007
Subject: Stormwater Permit SW7070135
Word of Life Worship Center
Beaufort County
Alan W. Klimek, P.E. Director
Division of Water Quality
Jsr P Grp
- Ae w Yl ,t �+asQ
This office received revised plans and supporting information for the subject project on March 27,
2007. 1 reviewed the revised plans and conducted a site inspection on March 29, 2007. In order to
complete your application and before a stomrwater permit can be issued, the following items must be
addressed:
1) Site visit revealed low wet areas onsde, and a drainage feature along the West property
boundary that could be a designated "blue line" stream. All wetlands and "blue line"
streams must be shown on the site plans. This project lies within the Tar -Pamlico River
Basin and must comply with the Buffer Rules. Provide explanation/plan notes.
2) The proposed "bypass" design for the wet detention pond does not collect, store & treat the
entire 1-inch runoff volume. I recommend that the design be modified to create "plug -flow
conditions and route all the stormwater flow through the wet pond.
3) Plan sheet 1 shows a 12-inch outlet riser, while plan sheet 2 shows a 18-inch outlet riser on
one cross section & no riser on another cross section. Explain/revise.
4) Revise narrative, plans, calculations & details to reflect changes.
The above requested information must be received in this office prior to May 3, 2007, or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
If you have questions, please feel free to contact me at [phone].
Sincere
E.�
William J. Moore
Environmental Engineer
Washington Regional Office
cc: Hood Richardson
Beaufort County Planningtinspections
,/Washington Regional Office
000 Camii
Naturah,,
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.ennstate.rc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748

WaTp
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 21. 2007
Word of Life Worship Center
Attn: Bishop Aaron McCarter
PO Box 727
Washington, NC 27889
Subject: Stonnwater Permit SW7070135
Word of Life Worship Center
Beaufort County
Dear Bishop McCarter:
Alan W. Klimek, P.E. Director
Division of Water Quality
This office received your stormwater application for the subject project on January 29, 2007. A
preliminary review of the plans and specifications has been completed. In order to complete your
application and before a stomrwater permit can be issued, the following items must be addressed:
1) Delineate drainage basins on site plan & describe stormwater controls for each basins.
2) Provide written detailed soils report showing number & location of soil borings; description of
soil profile & estimated seasonal high water table (SHWT). Report should discuss soil types &
suitability for placement of proposed stormwater control measures. Show location of project
on County Soils map.
3) Provide written detailed vegetation plan, prepared by a qualified individual, that indicates a
variety of suitable species, location, spacing, soil preparation, fertilizer requirements,
installation procedures, construction schedule, etc. Cattails are a dominant type species and
should not be included in the vegetation plan.
4) Orifice detail does not match calculations.
5) Top of forebay berm should be 6 to 12-inches below permanent pool elevation.
6) Width of vegetated shelf should be 10-feet.
7) Typical wet detention pond designs route all stormwater through the pond inlet then to the
outlettoverflow structure. The proposed design indicates a bypass; explain/justify.
8) Revise narrative, plans, calculations & details to reflect changes.
The above requested information must be received in this office prior to April 21, 2007, or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
If you have questions, please feel free to contact me at [phone].
Sincerely, s-
Willliliam J. Moo
Environmental Engineer
Washington Regional Office
cc: Hood Richardson
Beaufort County Planning/Inspections
,/*ashington Regional Office
No°ChCaro
,Vaturat
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.emstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748

[phone]
g9��CFE9VE vU
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
MAR 2 7 20G1
110 West Second Street
Washington, North Carolina 27869
DWQ-WA.R®
NARRATIVE
WORD OF LIFE WORSHIP
CENTER OF WASHINGTON, INC
STORMWATER PERMIT
January 4, 2007
Revised March 26, 2007
Letter of March 21, 2007
This is a 13.49-acre site bound by Market Street Extension and the Ingalls lots on the east, the west
south and north boundaries are farm ditches. 30ev S This project is in silty clay soils. All of the 13.49 acres except the tree line fringe have been farmed o
during the past several years. Topography is flat with an approximate 2-foot fall from east to west.
The owner proposes to construct a large Church with parking and access road. s
There are two drainage basins on the permit area. Drainage area A is 1.3 acres that will be grassed with
a drive way crossing. The impervious area of the driveway is 3000 square feet or 5 percent Stormwaterler--,
treatment in this area to be by swales. However, this impervious area is enclosed in the of the treatment
pond calculations.
Drainage area B stormwater will be treated in a swale and pond system.
BY PASS
The justification for the by-pass is that the regulations provide for the collection, storage and treatment
of the first inch of rainfall. This design guarantees that this will happen for every rainfall event occurring on
more than a two-day interval.
The stormwater treatment strategy of drainage basin B is to collect one inch of run off from the building
and parking lot in swales for delivery to a treatment pond. All other stormwater is by-passed to an existing
ditch. Swales will be up to 30 feet wide and grassed. The temporary pool will bleed down over a two-day
period. Treated water will flow more than 30 feet over a grassed swale to an existing ditch. Stormwater N 60 l�
falling on grassed areas outside a sw care ent area will ce ow t o an exrstmg un ditch.
The grossed area on west (back) side of the building is considered impervious in this permit, which
means the treatment pond is sized for future growth into this area which measures fifty-five by two hundred
fifty-seven feet. _ - ----7
Hood L. Richardson, PE

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists Page 1 of 3
110 West Second Street
Washington, North Carolina 27889 b OLT, �'w©
MAR 2 7 2007
Soils Report D trUR)AN AR0
Stormwater Permit Application for Word of Life
Worship Center of Washington
Letter of request dated March 21, 2007.
Soils on this topographically flat site were last used as farmland. They are "Craven" according to the
Beaufort County Soils Survey. Two borings were made with profile descriptions attached.
The seasonal water table, based on mottling, is about one foot below the surface. The soil type being
plastic clay should maintain a pond water level as shown on the plans. Volunteer wetland vegetation in the
field supports the above statements about seasonal water table.

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington. North Carolina 27809
Page 2 of 3
March 24, 2007
Stormwater Application for Word of Life
Worship Center of Washington
Letter of request dated March 21, 2007
Soil Boring No 1— at building site
0" — 8" Fine sandy loam, topsoil, granular.
8" — 15" Light yellow brown loam, slightly plastic.
15" — 28" Light yellow to olive silty clay, plastic, sticky, mottles with reddish clay.
28" — 34" Silty clay, yellow with red silty clay mottles, plastic, firm.
34" — 42" Yellow — brown silty clay with olive-green mottles.
Boring by Hood Richardson, PG.

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street Page 3 of 3
Washington. North Carolina 27889
March 26, 2007
Stormwater Application for Word of Life
Worship Center of Washington
Letter of request dated March 21, 2007
Soil Boring No 2 — at pond site.
0" - 6" Fine loamy sand, topsoil, granular
6" —1' 1" Orange brown loamy clay, plastic
1' I I"— 2'3"Brownish orange sandy clay with light yellow, gray and orange mottles, plastic
2'3" — 3'9" Light yellow to gray sandy clay with orange mottles, plastic
3'9" — 4'6" Light gray sandy clay with orange mottles

CrA
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C 03
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CrA
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7000 OR E
SHED NUMHEIR 6
BEAUFORr COUNTY, HOIR-111 CAROLINA MAR 2 7 2007
-7
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64
Ap-0 o 8 inches; dark brown (7.5YR 4/2) loamy sand;
we k medium granular structure; very friable; many
fin and medium roots; moderately acid abrupt
smo th houndary.
E-8 to iic:hes; yellowish brown (10Y 5/6) loamy
sand; eak medium granular structu ; very friable;
commoe fine and medium roots; m derately acid;
clear way boundary.
Btl-22 to 3 inches; brownish yello (10YR 6/8)
sandy loaf ; weak medium sub gular blocky
structure; v ry friable; sand gr� ns coated and
bridged with clay; few fine roots; strongly acid; clear
wavy boimda�y.
Bt2-33 to 40 incHT@s; brownish allow (10YR 6/8)
sandy clay loam weak me um subangular blocky
structure; friable sand grams coated and bridged
with clay; few fine roots; s rongly acid; gradual wavy
boundary.
BC-40 to 46 inches; s �ng brown (7.5YR 5/8) loamy
sand; friable; few fin fl kes of mica; very strongly
acid; gradual wavy. bo ndary.
C-46 to 62 inches; mott very pale brown (10YR 7/4)
and reddish yellow 5YR 6/6) sand; massive; very
friable; very strong) acid
The thickness oft solum ages from 40 to more
than 60 inches. of
lion range from very strongly acid
to slightly acid, exc pt where the urface layer has
been limed.
The Ap or A h "zon has hue of .5YR to 2.5Y, value
of 4 or 5, and c oma of 1 to 3. The horizon has hue
of 7.5YR to 2.5 , value of 5 to 7, and chroma of 3 to 8.
It is loamy sai , loamy fine sand, sand,or fine sand.
The Bt hoi zon has hue of 7.5YR or MYR, value of 5
to 7, and ch oma of 4 to 8. It is sandy loam, fine sandy
loam, ocly c rs lay loam. The content of lay in the
control lion averages 10 to 25 percent.
The B horizon has hue of 7.5YR to 2.5Y, value of 5
to 7, an chn�ina of 3 to 8. It is sandy loam,�(ine sandy
I
amy line sand, or loamy sand. \
Th C horizon has hue of 7.5YR to 2.5Y, value of 5
to 8, d chruma of 1 to 8. It is dominantly loariy sand,
loamy fine sand, sand, or fine sand, but in some
pedons it has lenses of sandy loam, fine sandy loam, or
sandy clay loam.
Craven Series
The Craven series consists of moderately well
drained soils that formed in loamy and clayey marine
and fluvial sediments. Slopes range from 0 to 12
percent.
Typical pedon of Craven fine sandy loam, 0 to 1
percent slopes; 3 miles west of Chocowinity on North
Carolina Highway 33, about 0.9 mile south on
Soil Survey
Secondary Road 1161, about 30 feet east of the road,
in a cultivated field (State plane coordinates 651,000
feet N., 2,500,000 feet E.):
Ap-0 to 7 inches; brown (10YR 5/3) fine sandy loam;
weak medium granular structure; friable; common
fine roots; moderately acid; clear smooth boundary.
BA-7 to 12 inches; light yellowish brown (10YR 6/4)
clay loam; weak medium subangular blocky
structure; firm, slightly sticky and slightly plastic;
common fine roots; few bodies of material from the
Ap horizon; few discontinuous clay films on faces of
peds; strongly acid; clear wavy boundary.
Btl-12 to 25 inches; olive yellow (2.5Y 6/6) clay;
common fine and medium prominent red (2.5YR
4/8) and yellowish red (5YR 5/6) mottles; moderate
medium subangular blocky structure; firm, sticky
and plastic; few fine roots; few faint clay films on
faces of peds; very strongly acid; gradual smooth
boundary.
Bt2-25 to 30 inches; olive yellow (2.5Y 6/6) clay; many
medium distinct light gray (10YR 7/1), yellowish red
(5YR 5/6), and red (2.5Y 4/8) mottles; moderate
medium subangular blocky structure; firm, sticky
and plastic; common distinct clay films on faces of
peds; few fine pores; very strongly acid; gradual
wavy boundary.
Btg-30 to 41 inches; gray (10YR 6/2) clay; common
fine and medium distinct brownish yellow (10YR
6/8), red (2.5YR 4/8), and yellowish red (5YR 5/8)
mottles; moderate medium subangular blocky
structure; firm, sticky and plastic; very strongly acid;
gradual wavy boundary.
Cgl-41 to 51 inches; gray (10YR 6/2) clay loam;
common medium distinct brownish yellow (10YR
6/6) and red (2.5YR 5/6) mottles; massive; friable,
slightly sticky and slightly plastic; very strongly acid;
gradual wavy boundary.
Cg2-51 to 61 inches; gray (10YR 6/1) sandy clay
loam; few inedium distinct light yellowish brown
(10YR 6/4) and prominent red (2.5YR 5/6) mottles;
massive; friable, sticky and plastic; few lenses of
sand; very strongly acid.
The thickness of the solum ranges from 40 to more
than 60 inches. Reaction ranges from extremely acid to
strongly acid throughout the profile, except where the
surface layer has been limed.
The Ap or A horizon has hue of 10YR or 2.5Y, value
of 3 to 6, and chroma of 1 to 3. Where value is 3, the
horizon is less than 6 inches thick.
The E horizon, if it occurs, has hue of 10YR to 5Y,
value of 5 to 7, and chroma of 2 to 4. It is fine sandy
loam, very fine sandy loam, loam, or silt loam.
The BA or BE horizon has hue of 10YR or 2.5Y,

Beaufort County, North Carolina
value of 4 to 7, and chroma of 3 to 8. It is clay loam,
loam, silty clay loam, or sandy clay loam.
The upper part of the Bt horizon has hue of 7.5YR to
2.5Y, value of 5 to 7, and chroma of 4 to 8. The lower
part has colors similar to those in the upper part and
has few to many mottles with chroma of 2 or less, or it
has hue of 10YR or 2.5Y, value of 5 to 7, and chroma
of 1 or 2 and mottles in shades of red, yellow, and
brown. The Bt horizon is clay, silty clay, silty clay loam,
or clay loam. The average content of clay is 35 to 55
percent. The content of silt plus very fine sand is more
than 30 percent.
The C or Cg horizon has hue of 10YR or 2.5Y, value
of 5 to 7, and chroma of 1 to 6. Where it dominantly
has chroma of 3 or more, it has many mottles with
chroma of 2 or less. In most pedons it has mottles in
shades of red, brown, and yellow. It is loam, sandy clay
loam, sandy loam, or loamy sand.
Croatan Series
e Croatan series consists of very poorly drained,
hig 1,
decomposed organic soils underlain by loamy
marinENand fluvial sediments. Slopes are 0 to 1' percent.
Typic I pedon of Croatan muck; northwest f
Washingt , 10 miles to the intersection of th J&W
Tram Roa with Smithwick Road (in a Weye haeuser
forest), 45 fe t northwest of the intersectio In a forest
of cypress and,.\pond pine (State plane co rdinates
701,000 feet `V \2,615,000 feet E.):
Oa-0 to 24 inche; black (10YR 2/1) uck; about 15
percent fiber u ubbed, less than percent rubbed;
moderate fine s�ngular block structure; very
friable; few mediu pieces of arcoal; few pieces
of cypress; extrem acid; cl r wavy boundary.
2Ag-24 to 29 inches; b ck (10 R 2/1) loam; moderate
medium granular stru ure; iable, slightly sticky;
common fine and medi m oots; extremely acid;
clear smooth boundary.
2Cg1-29 to 79 inches; dar ray (10YR 4/1) clay loam;
common medium promi en yellowish brown (10YR
5/8) mottles; massive; irm, ticky and plastic; few
medium roots; extre eIy aci gradual wavy
boundary.
2Cg2-79 to 89 inches gray (5Y 6 ) clay loam;
common medium rominent stro brown (7.5YR
5/8) mottles; mas ive; firm, sticky nd plastic; few
medium roots; e tremely acid.
The organic ma rial is 16 to 51 inches hick.
Reaction is extra el y acid in the organic la �r and
ranges from extr mely acid to slightly acid in 1 e
underlying mine I layers. The content of logs, stumps,
og en and wood firts ranges from 0 to 10 percent ih the
65
organic layer. The content of fiber in the orrlanic layer is
3 to 30 percent before rubbing and less than 10 percent
aft r rubbing. Charcoal particles and pockets of ash are
ins r pedons.
he Oa horizon has hue of 7.5YR or 10�R or is
neu ral in hue. It has value of 2 or 3 and dhroma of
0 to
T e 2Ag horizon has hue of 5YR to 5 , value of 2 to
7, an chroma of 1 to 3. It is sandy loa , loam, fine
sandy loam, or the mucky analogs of t ose textures.
The 2Cg horizon has hue of 10YR 5Y, value of 4
to 6, a chroma of 1 or 2. It ranges rom sand to clay
and typi ally is loamy in the upper p rt.
Curritu-4, Series
The Curr uck series consists o very poorly drained
soils that for ed in partially deco posed marsh
vegetation un erlain by sandy arine deposits. Slopes
are 0 to 1 per ant.
Typical ped n of Currituck uck, frequently flooded;
3.4 miles west f Burbage Cr rssroads on North
Carolina Highw 92, about 5 mile south on a dirt
lane, 100 feet e t of the d, in a marsh (State plane
coordinates 629, 00 feet q, 2,669,000 feel E.):
Oat-0 to 12 incN s; mk, very dark gray (10YR 3/1)
broken face a d rubJEd; about 60 percent fiber
unrubbed, 1.5 p rc rubbed; massive; friable;
many fine to co rs roots; about 55 percent silt and
fine sand; very t ngly acid; gradual wavy
boundary.
Oa2-12 to 30 inch ;muck, very dark gray (10YR 3/1)
rubbed; about 5 ercent fiber unrubbed, 5 percent
rubbed; massi e; iable; common medium and
coarse roots; bou 60 percent silt and fine sand;
very strongly acid; aduaI wavy boundary.
2Cg-30 to 62 i ches; drk grayish brown (2.5Y 4/2)
sand; singl grain; to e; common fine flakes of
mica; extr mely acid.
The thickn ss of the orga is material ranges from 16
to 51 inches. Reaction range from very strongly acid to
moderately cid in the surfac tier and from extremely
acid to mod rately acid in the 9 bsurface tier and the
mineral hor zons.
The sur ace tier is either hemi material, sapric
material, 9999qqr both, depending on th history of vegetative
succession. It is 40 to 65 percent 'neral material. It
has hue f 7.5YR to 2.5Y, value of Ito 4, and chroma
of 1 to 3.
The sfubsurface tier is dominantly sapric material. In
some pedons, however, it has thin layers of heroic
material. It has hue of 7.5YR to 5Y or 5GY. value of 2
to 5, and chroma of 1 or 2.

77
/Z)C )_ �3 13 _f
LED
MAR 2 7 2007
21 S'Yz
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31
FJ A-e-
s2_/5-5-3

[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
RECEUVE®
Washington, North Carolina 27889
MAR 2 7 2007
March 26, 2007
DWQ-1 A RO
Mr. William J. Moore
NC DWQ
Environmental Engineer
Washington Regional Office
943 Washington Squire Mall
Washington, NC 27889
Re: StormwaterPennit SW 7070135
Word of Life Worship Center of Washington, Inc
Beaufort County
Dear Mr. Moore:
Responding to your letter of March 21, 2007 as follows:
1) Drainage basins are delineated and stormwater controls are described in the narrative.
2) Soils report is included.
3) Vegetation plan is provided on the plans.
4) Orifice size has been corrected on the plans.
5) Fore bay berm has been raised.
6) Vegetated shelf width has been increased.
7) Justification for by-pass is in the narrative.
8) Appropriate revisions have been made.
Hood L. Richardson, PE

1
O
Word of Life Worship Center
Attn: Bishop Aaron McCarter
PO Box 727
Washington, NC 27889
Dear Bishop McCarter.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 21, 2007
Subject: Stormwater Permit SW7070135
Word of Life Worship Center
Beaufort County
Alen W. Klimek P.E. Director
Division of Water Quality
This office received your stormwater application for the subject project on January 29, 2007. A
preliminary review of the plans and specifications has been completed. In order to complete your
application and before a stomrwater permit can be issued, the following items must be addressed:
1) Delineate drainage basins on site plan & describe stormwater controls for each basins.
2) Provide written detailed soils report showing number 915cation of soil borings; description of
soil profile & estimated seasonal high water table (SHWT). Report should discuss soil types&
suitability for placement of proposed stormwater control measures. Show location of project
on County Soils map.
3) Provide written detailed vegetation plan, prepared by a qualified individual, that indicates a
variety of suitable species, location, spacing, soil preparation, fertilizer requirements,
installation procedures, construction schedule, etc. Cattails are a dominant type species and
should not be included in the vegetation plan.
4) Orifice detail does not match calculations.
5) Top of forebay berm should be 6 to 12-inches below permanent pool elevation.
6) Width of vegetated shelf should be 10-feet.
7) Typical wet detention pond designs route all stormwater through the pond inlet then to the
outlet/overflow structure. The proposed design indicates a bypass; explain/justify.
8) Revise narrative, plans, calculations & details to reflect changes.
The above requested information must'be received in this office prior to Aprit 21, 2007, or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
If you have questions, please feel free to contact me at [phone],
Sincerely,
William J. Moo
Environmental Engineer
Washington Regional Office
cc: Xod Richardson
Beaufort County Planning/Inspections
Washington Regional Office
I'°`hCar0
Natural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748

RECEIVED
JAN 18 2007
FINANCIAL RESPONSIBILM/OWNERSHIP FORM V l
D Q-tlU p ®O SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a land -disturbing activity on one or more 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, NC Department of Environment, and Natural Resources. (Please
type or print and, if question is not applicable, place N/A in the blank).
Part A.
1. Project Name Word of r i fa Worship ('pntpr of W11 ngton
2. Location of land -disturbing activity: County Beaufort
CityorTownship Washington and Highway/Street Market Street Eytension
3. Approximate date land -disturbing activity will be commenced: February 35, 2007 _
4. Purpose of development (residential; commercial, industrial, etc.): Church _
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
13.9 acres
6. Amount of fee. enclosed S 10 0 . 0 0
7. Has an erosion and sedimentation control plan been filed? Yes x No
Enclosed Yes
8. Person to contact should sediment control issues arise during land -disturbing activin.
Name Bishop Aaron McCarter Telephone 252=275- i 977 _
9. Landowner(s).of Record (Use blank page to list additional owners):
Mount Sinai Church of C gist's Disciples
Name(s) —
P.D. Rox 727
Current Mailing Address
Washington, N.C. 27669
City State Zip
] 0. Recorded in Deed Book No. 1 d 31
Part B.
318 North Pierce Street _
Current Street .Address
Washington N.C. 27889
City state zip —
Page No, 892
Person(s) or firm(s) who are financially responsible for this land -disturbing activity (I se a blarl:
page to list additional persons or firms):
Word of Life Worship Center of Washington.
a_ttn. Bishop Aaron McCarter.
Name of Person(s) or Firm(s) —
P.O. Box 727
Current Mailing Address
Washington, N.C. 27880
City State Zip
252-975-1977
Telephone
318 North Pierce:'reet
Current Street Address ------
Washington N:C. 27889
Cin State
Zip
252-975-1977
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
Telephone
Street Address
City State Zip
Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business
under an assumed name, attach a copy of the certificate of assumed name. If the Financially
Responsible Party is a Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address
City State Zip
Street Address
City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and 'oelief 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 if not an individual by an officer, director, partner, or
registered agent with authority to execute instnd�nts for the financially responsible person). ]
agree to provide corrected information shoulc�Qt:e be an change in the information provided
herein. .j�
Bishop Aaron P•ioCar�er �� Pastor
Type or print name 5� Title or Authority'
Si ature Date
I, aQ!; i _, (�? � r �1i; /� a Notary Public of the Coun ~ of 17Q1 :U- rT
State of North Carolina, hereby certify that
appeared personally before me this day and being duly sworn acknowledged that the above form
was executed by him.
`,%%
`�� QG fr'•"•'�.., b'�;:Iness my hand and notarial
mF��•� Seal
R18UG j2U
OPT
ltit t�it
seal, this U dal• of i n(i.l ✓, 1� �p j
Notary !i
Mly commission expires

Word of Life Worship Center
PO Box 727
318 North Pierce Street
Washington, NC 27889 Bishop Aaron McCimer, Pastor
Phone [phone]
Fax [phone]
Email mtsicocna,aol.com
January 2, 2007
To Whom It May Concern:
Please be advised that the Word of Life Worship Center, formerly known as Mt. Sinai Church of
Christ, was incorporated by Bishop Aaron McCarter in the state of North Carolina on December
1. 2005 with Eldress Stacy Garnett as Board President and Gloria Spencer as Board Secretaran .
In addition, please be advised that the Board of Word of Life Worship Center has given Bishop
.Aaron McCarter full authority and permission to enter into verbal and written contractual
agreements with necessary parties for the purpose of conducting business on behalf of WOrC of
Life Worship Center. if any additional information is required, please contact Eldress Stacy
Garnett at the address and telephone numbers listed above.
Sincerely,
Eldress Stacy Garnett
Board President
Gloria Spencer
Secretary
Seal
Word of Life Worship Center
`C7he Phurah w;ioe GErmYhadn u QJame%rnps mr� thr idl /n��s! i; f�r� r�r l

�0F W ATF, o Michael F. Easley, Governor �O
�0 G William G. Ross Jr., Secretary
�J r North Carolina Department of Environment and Natural Resources
> y
Alan W. Klimek, P.E. Director
Division of Water Quality
January 19, 2007
Word of Life Worship Center of Washington
Bishop Aaron McCarter, Pastor
PO Box 727
Washington, NC 27889
SUBJECT: Stormwater Application for Word of Life Worship
Center of Washington
Dear Bishop McCarter:
This office received a stormwater permit application for the subject project on January 16, 2007.
A preliminary review of your project indicates that the application package is incomplete. The following
items are needed to make the package complete:
_ $420 check
signature by owner on page 4 of application
_ 2 sets of plans
_ narrative
_ supplement (wet detention, infiltration basin,
system, underground infiltration trench)
signature by owner on supplement form
/soils report
low density, curb outlet system, off -site
We are returning the entire package to you. Once the package is complete you may resubmit.
You should also be aware that the Stormwater Rules require that a permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2h.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact me at [phone].
Si cerelly, I ---'
/—' L J
Al Hodge, Regional Supervisor
Surface Water Protection
Washington Regional Office
cc: od Richardson, PE
vl*aRO
North Carolina Division of Water Quality Internet: www.ncwaterqualilv.ore One
943 Washington Square Mail Phone [phone] NprthCarolina
Washington, NC 27889 Fax [phone] /\/atf/LKN/fly
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