SW7060108_HISTORICAL FILE_20090304

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�(%�O/%/D�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
�J�/9364
YYYYMMDD

MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins
Governor Director
March 4, 2009
Mr. Thaddeus E. Tankard, III, Pastor
Christian Voice Ministries, Inc.
6897 Slatestone Road
Washington, NC 27889
Dee Freeman
Secretary
Subject: Stormwater Permit No. SW7060108 Modification
Harvest Church
High Density Project
Beaufort County
Dear Pastor Tankard:
The Washington Regional Office received a complete Stormwater Management Permit Application for
the second modification of Harvest Church on February 17, 2009. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7060108MOD
dated March 4, 2009, for the construction of the subject project. The permit issued for this project on
April 23, 2008 is hereby rescinded and is replaced by this permit.
This permit shall be effective from the date of issuance until March 21, 2016, 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, 6714 Mai!
Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final
and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
incer ly,
AWIodg'Z3�6 -r_�
Regional Supervisor
Surface Water Protection Section
AH/sv: S:IWQSISTORMWATERIPERMIT1SW7060108M
cc: HC Harris, Jr. Egineering & Surveying, PA
B ufort County Building Inspections
lashington Regional Office
Central Files
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
An F.niial Onnorinnily IAtfirmafiveArfion Emnlover
Internet: www.ncwaterquality.org
Phone: [phone] FAX: [phone]
FAX: [phone]
NorthCaroiina

State Stormwater Management Systems
Permit No. SW7060108MOD
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
Christian Voice Ministries, Inc.
Harvest Church
Beaufort County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a
part of this permit.
This permit shall be effective from the date of issuance until March 21, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.6 on page 3 of this permit. The wet detention basin has been
designed to handle the runoff from 98,650 square feet of impervious area within the
3.07 acre drainage area of the pond.
3. The tract will be limited to 135,922 square feet of total built -upon area over the
entire13.35 acre site (24% impervious), per the application and approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of the wet
detention basin must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SV 7060108MOD
6. The
following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a.
Drainage Area, acres:
3.07
b.
Total Impervious Surfaces, ftz:
98,650
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
3
e.
TSS removal efficiency:
85%
f.
Permanent Pool Elevation, FMSL:
7.00
g.
Temporary Storage Elevation, FMSL:
7.80
h,
Required Surface Area, ftz:
8,425 sf
i.
Provided Surface Area, ftz:
8,425 sf
j.
Required Storage Volume, ft3:
8,135 cf
k.
Provided Storage Volume, ft3:
8,863 cf
I.
Permanent Pool Volume, ft3:
16,856 cf
M.
Permitted Forebay Volume, ft3:
4,602 cf
n.
Controlling Orifice:
1.0" 0 pipe
o.
Receiving Stream/River Basin:
Cherrys Run 1 Tar - Pamlico
p.
Stream Index Number:
28 — 103 — 17
q.
Classification of Water Body:
"C, Sw, 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. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3of7

State Stormwater Management Systems
Permit No. SV 7060108MOD
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting
data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification, A modification may be required for
those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
13. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been
made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SV 7060108MOD
III. GENERAL CONDITIONS
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.
10. This permit shall be effective from the date of issuance until March 21, 2016.
Application for permit renewal shall be submitted 180 days prior to the expiration date
of this permit and must be accompanied by the processing fee.
Permit issued this the 4th day of March, 2009.
NQRTH_CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
46' ---� for
Voieen H. Swims, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7060108 Modification
Page 5 of 7

State Stormwater Management Systems
Permit No. SV 7060108MOD
Harvest Church
Stormwater Permit No. SV 7060108 Modification
Beaufort County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SV 7060108MOD
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
.3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
CC'. NCDENR-DWQ Regional Office
Beaufort County Building Inspections
Page 7 of 7

S
,. ,. _. ,.,... DWQ USE ONLY - r
Date Received
Fee Paid
Permit Number�j
v�. i�
�/ �}
07 O r?a 11 ,01
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORIVI �,'�? ►r
This form may be photocopied for use as an original
FEB 17 2009
I. GENERAL INFORMATION
ir
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): �!
Chrl5tlan Voice M1nl5trle5. Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Thaddeus E. Tankard. III. Pastor
3. Mailing Address for person listed in item 2 above:
G897 50te5t0ne road
City: Wa5hincJton State: NC Zip: 27889
Phone: (252 ) 927-3410 Fax: { )
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Harvest Church
5. Location of Project (street address):
I nth
City:Wa5hrnclton County:Beaufort
b. Directions to project (from nearest major intersection):
From the intersection of 1 5t" street and U5 2G4, proceed east on 15t" 5t. for 0. 1 5mi. Protect 15 on the
North 51de of 1 5t" Street.
7. Latitude:N35034100" Longitude:W77°04' 1 5" of project
8. Contact person who can answer questions about the project:
Name:Mlchael D. Toi5on Pff, PL5 Telephone Number: (252 ) 32 1 -5GO7
Entail:mdtol5on Phcharri5. net
H. PERMIT INFORMATION:
1. Specify whether project is (check one): ❑New ❑Renewal ®Modification
Form SWU-101 Version 8.07 Page I of

If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit []Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑LAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ®NI'DES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. 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 sheet flow from parking lot, be collected and swales and conveyed to Stormwater detention pond
for treatment and release over a 2 to 5 day period
2. Stormwater runoff from this project drains to the Tar -Pamlico River basin.
3. Total Site Area: 13.35 acres 4. Total Wetlands Area: 0.00 acres
5. 100' Wide Strip of Wetland Area: 0,00 acres (riot applicable if rio wetlands exist on site)
6. Total Project Area**: 13.35 acres 7. Project Built Upon Arew24.0 %
8. How many drainage areas does the project have?2
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
` Drainage Area 2
Receiving Stream Name
North UT of Cherrys Run
5outh UT of Cherrys Run
Stream Class & Index No.
C, NSW, 5W
C, NSW, 5W
Drainage Area (so
378,552
202,853
Existing Impervious* Area (so
0
0
Proposed Impervious*Area (so
37,272
98,G50
Impervious* Area (total)
9.55
48.G
ImperviousSurface Area, ,,
t -Drainage Area 7
,'Drainage Area'2'
On -site Buildings (sf)
12,530
13,72 1
On -site Streets (so
0
0
On -site Parking (so
0
60, 1 2G
On -site Sidewalks (so
3,215
4,803
Other on -site (so
2 1 ,OG7
0
Off -site (so
0
0
Total (so)
37,272
98,G50
* Impervious area is defined as the biult upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built 1117ox area
percentage calculation.
form SWU-101 Version 8.07 Page 2 of

10. How was the off -site impervious area listed above derived?
CAD Drawin
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will 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 SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand filter
Sand Filter Supplement
Form S W U- l 01 Version 8.07 Page 3 of 4

`1I. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http-.//j12o.enr.state.nc.us/su/msi ma s.htm)
1. PIease 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
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) acid O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL 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): Michael D. Tol5on, PT, Ph5
Mailing Address: 2 1 G N. Main Street
City: Mnterville State: NC Zip: 28590
Phone: (252 ) 32 1 -5C07
Email: md_to15on@,hcharn5.net
VIII. APPLICANT'S CERTIFICATION
Fax: 252 32 1 -G208
1, (print or type name of person listed in General lnfortnation, ifent 2) '/. 10 L e.4 /
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 covenanttss,4i1 be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1 .1000. �r�
Signa
Date: 2 ' U
Form S W U-101 Version 8.07 Page 4 of 4

r' fM
w6md"
Harvest Church 5tormwater
Square Peet
PervioUS
I ImF2CrVIOU5
DA
Managed
I Wooded/Buffer
I Transportation
6urldng
5dewa1k
Total Impervious
TOTAL
Drainac3e, Area f
(flow5 to northern UT of Cherry-5 Run)
A (Runoff north)
297,2G 1
L 29,9741
2 I ,OG7
12,990
3,215
37,272
3G4,507
Drainae3e Area 2
(Flaws to southern UT of Cherryl5 Burr)
13 (Direct Runoff South)
GB,SG I
-
-
-
-
-
GS,SG I
C (Parkin Lots and Buildin )
17,795
-
50, 1 2G
1 3,72 1
4,803
98,G50
I I G,445
D (BMP)
17,547
-
-
-
-
;���-
17,547
5u6total Drainage Area 2
104,203
-
(50,1
13, 72 I
4, 60,3
90, 650
202, 653
TOTAL
401 ,4G4
29,974
101,193
2G,7 1 1
8,0181
135.922
5G7,3GO
Percent Impervious =
24.0%
AGRE5
Per OU5
1 I m ervrous
DA
Managed
I WoodedOuffer
I Transportation
Doldmg
51dewalk
Totallmperwou5
TOTAL
Drainage Area I
(flows to northern UT of Cherry5 Run)
A (Runoff North)
G.82
I O.G9
1 0.48
0.30
0.07
0.8G
5.37
Drainat3e Area 2
(Flows to southern UT of Cherry'5 Run)
13 (Direct Runoff South)
1.55
0.00
0.00
0.00
0.00
0.00
1.58
C (Parkin Lots and Burldin)
0.41
0.00
1.54
0.31
0. 1 1
2.2G
2.G7
D (5MP)
0.40
0.00
0.00
0.00
0.00
0.00
0.40
5uh,total Drainage Area 2
2,39
0.00
1.64
0.31
O. I /
2.26
4.65
TOTAL
9.22
O.G9
2.32
O.G 1
0. 18
3.12
13.02
Percent Impervious =
23.9%
/-Pond Treatment Catchment Only
ACR)=S
Pervious
Impervious
DA
Managed
WoodedlDuffer
Transportation
Building
Sidewalk
Totallmpervious
TOTAL
C (Parkmc3 Lots and BUlldm)
0.41
0.00
1.54
0.31
0. 1 )
2.2G
2.G7
D (BMP)
0.40
0.00
0.00
0.00
0.00
0.00
0.40
TOTAL
0.8I
0.00
1.841
0.31
0, 1 1
2.2G
-' 3.07
Percent Impervious =
73.G%
9. 3";?-Ic
y �J�

Firelane Soils
AaA - Altavista
Fine sandy loam
Permeability 0"-loll 10"-42"
2.0-6.0 0.6-2.0
SHWT 1.5' - 2.5'
StA - State
Sandy Loam
Permeability 0"-18" 18"-44"
0.6-6.0 0.6-2.0
SHWT 4.0'-6.0'
TaB - Tarboro
Sand
Permeability 0"-8" 8"-72"
6.0-20 <20
SHWT >6.0'

-
A
I I ,596 5F IN Tab SOIL `f
it
18,107 5F 1N AaA 501E
5.517 5F IN 5tA 5011L
35,1 12 TOTAL FIRELANE AREA
X GO% = 21 ,OG7 IMPERV10l)5
f
' f
i

Re: Hamest Church - SW permit modification
Subjmt: Re: Harvest Church - SW permit modification
From: Scott Vinson <Scott.Vinson a ncmail.nety
Date: Thu, 12 Feb 2009 16:43:43 -0500
To. "Michael 1). Tolson" <nidtolson a hchali-is.nct>
Mike,
I made a slot opening & finished the review of this package this afternoon. It looks good, with
one thing missing. The Letter of Transmittal states that the package comes with 1 copy of the
"Stormwater Permit Application Modification" form. It seems to have been accidentally left
out of the package. Could you please check to see if y'all still have it and forward to me as soon
as you can? Two copies of the revised nar.rati.ve was included which did contain the new Drainage
area tables in both "Acres" and "Square Feet", but no new standard 4 page application form.
Call or write if you have any questions,
Scott
Michael D. Tolson wrote:
I Thanks Scott, I appreciate your attention to this project.
Michael D. Tolson, PE, PLS
H.C. Harris, Jr. Engineering & Surveying, P.A.
216 hla in Street
Wintervil.le, North Carolina 28590
(252)-321-5607 (o)
(252)-327-5,155 (mj
(252)-321-6208 (f)
-----Original. Message -----
From: Scott Vinson[maiito:[e-mail]] Sent: Monday, February 09, 2009 11:38 AM
To: Michael D. Tolson
Subject: Re: Harvest Church - SW permit modification
Mike,
I have not yet had a chance to do the fuii review yet_ I am scheduled to get to it in two weeks. If a slot
comes
available between now and then I'll slip it in and get back to you as soon as I finish.
Scott
Michael D. Tolson wrote:
Scott,
I just wanted to check with you to make sure you had received all the materials that you needed for the
modif.icati.on of the existing stormwater. permit we had discussed for Harvest Church .in Washington. My
client is nearing completion of the site work and would like to get a general idea of when he can schedule
the additional fire lane improvements that this modification to the permit would allow. Please feel- free
to call or email me tc discuss this project.
Michael D. Tolson, PE, PLS
H.C_ Harris, Jr. Engineering & Surveying, P.A.
216 Main Street
Winterville, North Carolina 28590
(252)-321-5607 W
(252)-327-5455 (m)
(252)-321-6208 (f)
"E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties."
of 1 2/13/2009 11:25 AM

t-
ACRES
Pervious
Impervious
DA
Managed
I Wooded/Buffer
Transportation
13urldrng
Sidewalk
rotallmperwou5
TOTAL
Drainage Area I
(flows to northern UT of Cherry5 Run)
A (Runoff North)
G.82
I 0.G9
I 0.3G
0.32
0.07
0.7G
8.27
Drainacje Area 2
(Plows to southern UT of Cherry5 Run)
B (Direct Runoff South)
1.55
0.00
0.00
0.00
0.00
0.00
1.545
C (Parkin Lots and Burldm )
0.41
0.00
f .84
0.31
0. 1 1
2.2G
2.G7
D (13MP)
0.40
0.00
0.00
0.00
0.00
0.00
0.40
5u6totsl Drainage Area 2
2.33
0.00
1.64
0.31
0. l I
2.26
4.65
TOTAL
9.22
O.G9
2.20
0.G3
0.15
3.02
12.92
Percent Imperviou5 =
23.3%
Pond Treatment Catchment Only
ACRES
Per%nou5
Im ervious
DA
Managed
Wooded/Buffer
Transportation
Building
51dewalk
Total Impervrou5
TOTAL
C (Parkin Lots and Builain)
0.41
0.00
1.84
0.31
0. 1 1
2.26
2.G7
D (13MP)
0.40
0.00
0.00
0.00
0.00
0.00
0.40
TOTAL
1 0.811
0.001
1.541
0.311
0. 1 1
2.2GI
3.07
Percent Impervious =
73.G%
ro9
DWQ
-Puoj #

�_
�•
4
_ i
f
_
l
.. � �
J _ _
,
.
�

l
Harvest Church 5tormwater
Square Feet
Per OU5
lmperviou5
DA
Managed
WoodedIDLIffer
Transportation
6uildrng
5dewalk
Totallmpervious
TOTAL
Drainac3e. Area I
(flows to northern UT of Cherrys Run)
A (Runoff North)
297,2G I
1 29,9741
15,750
13,910
3,215
32,905
3GO, 140
Drainage Area Z
(F10w5 to Southern UT of Cherry'5 Run)
13 (Direct Runoff 5outh)
G8,6G I
-
-
-
-
-
G8,8G I
C (Parkiricj Lots and Budcfin)
17,795
_
50,1 2G
1 3,72 1
4,803
98,G50
I I G,445
D (BMP)
17,547
-
-1
-
-
-
17,547
5ub,total Drainage Area 2
104,203
-
60,126
13,721
4,003
96,650
202,653
TOTAL
401 ,4G4
29,9741
95,90G
I 27,G3 1
8,018
131,555
5G2,993
Percent Impervious =
23.4%
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(� {� �j I DATE: EEBRUARY25, 2008 501LS MAP
H.C.
HAR `I`-', "K• DRAWN BY: J5F
ENGINEERING SURVEYING, P.A. SURVEYED BY: N/A HARVEST CHURCH
2 1 G MAIN 5TREET CHECKED BY: MDT
WINTERVILLE, NC 28590 SCALE: 1" 1000,
(252) 32 1 -5607 OR 321-1 704 PROJECT NUMBER: 05053 TOWN Of= WA5h I NGTON
FAX [phone]
EMAIL: [e-mail] SHEET: I of I 5EAUFORT COUNTY, NOUN CAROLINA

xx
H.C. Harn5, Jr.
Engmeermg t 5urveying, P.A.
21 6 Main Street
Wintervdfe, NC 28590
252.32 1 .5G07
To: NCDENR - DWG
Washington Regional Office
943 Washington Square Mall
Washington, NC 27589
We are sending you:
M Attached
❑ DrawincJ5
❑ PIan5
Letter
❑ Other
Date: 1 2/ 18/2005 Job No
Attention: Mr. Scott Vin5on
Re: harvest Church
5tormwater Permit Revi5ion
Under separate cover via
Prints ❑ 5ample5
05083
the following:
l5pecification5
Date
Number
2
Ilarve5t Church Construction Plans RE, uuwm
2
5tormwater Package (Narrative, Calculations modified and original)
I
5tormwater Permit Modification Narrative JAN - 7 2009
1
5tormwater Permit Application Modification
����ff fi�nn'' ``��
DWQ— ARO
Transmitted a5 checked below:
Xx
For approval
Approved a5 noted
Resubmit copies for approval
0
For your use
Approved a5 5ubmittedSubmit
copies for distribution
As requested
El
Returned for corrections
Return corrected pnnt5
For review
Other
Remarks
Mr. Vinson:
A5 we have discussed, Please find the enclosed permit modification. i have attached a modification
narrative to hopefOy help you understand all the changes clearly and concisely. Please feel free to call
should you have any questl0115.
Copy to: file
Sigred:
J.ficott Farmer, El
If enclo5uree are not 15 noted, kindly notify us at once. F:\2005 PROJECTS105063-C.A. Lewis - Narvest ChurCh\1)ocuwent5rmit-1 2-1 6-05 Vmson

Harvest Church
4/1012008
Calculations for level spreaders
Q = 2.26 cfs outflow from 10 year 24 hr storm
L = 226 ft length of level spreader on plans
Q = CLH"1.5 Weir equation
C = 3 constant
H = (Q13.OL)^0.66
H = 0.02 ft
V = Q1A A = LH = 5.24 sf
V = 0.43 fps OK less than 5 fps (natural vegetation clayey soils)
Level Spreader Calculations Page 1

o�oF W A r�9Q0
.! r-
5
Christian Voice Ministries, Inc
Attn: Thaddeus E. Tankard, III
6897 Slatestone Road
Washington, NC 27889
Dear Mr. Tankard, III:
kb --KO
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
April 23, 2008
.Tzq. 31+'[0? Mo 69,
Subject: Stormwater Review SW7060108 MODIFICATION
Harvest Church
High Density Stormwater Permit
Beaufort County
The Washington Regional Office received a complete Stormwater Management Permit Application for Harvest
Church on February 29, 2008, Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7060108 dated April 23, 2008 for the construction of the subject project.
This permit shall be effective from the date of issuance until April 23,2018 and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements
in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Ernest Odei-
Larbi, or me at [phone].
Sincer ly, \
4At`
Hodge
Regional Supervisor
Surface Water Protection Section
AHleol: J:IWPDATAIWQSI State SW-EOLIPermits — Hybrid -HD
cc: H.C. Harris Jr., RE, PLS (216N. Main Street, Winterville, NC 28590)
Lshington
ufort County Planninglinspection
Regional Office
Central File
North Carolina Division of Water Quality Internet: k,%vcv.ncwateroualiry.O One
943 Washington Square Mall Phone [phone] N&Marohna
Washington, NC 27889 Fax [phone] Naturally
An Equal OpportunitylAffirmative Action Employer— 50% Recycledll0% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7060108MOD.
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
Harvest Church
Beaufort County
FOR THE
construction, operation and maintenance of a wet detention pond and permeable pavement 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 April 23, 2018 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.6 on page 3 of this permit. The stormwater control has been designed to handle the runoff from
114,865 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements,
in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. SW7060108MOD.
6. The following design criteria have been provided in the wet detention pond and must be maintained at
design condition:
Total Impervious Surfaces, ft: 114,855 (i.e. drainage area # 1 & 2)
Design Storm, inches: 1 � 1 i G
Receiving Stream: Pasq)tank river -� f 1 ]
Classification of Water Body: C, NSW, SW
Total Site Area: 13.35 ac
Drainage area: 8.69 ac (drainage area # 1)
4.65 ac (drainage area # 2)
TSS removal efficiency: 85%
Wet Pond Ave. Depth: 3,0 ft
Required Storage Volume: 8,135 cf
Provided Storage Volume: 8,863 cf
Required Surface Area:
8,425 sf
Provided Surface Area:
8,425 sf
Permanent Pool Volume:
16,856 cf
Permitted Forebay Volume:
4,602 cf
Controlling Orifice:
1 inch
Permanent Pool Elevation, FMSL
Temporary Storage Elevation
7.80 ft. MSL
3

State Stormwater Management Systems
Permit No. SW7060108MOD.
II. SCHEDULE OF COMPLIANCE
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. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and
piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable
unless the facilities are constructed in accordance with the conditions of this permit, the approved plans
and specifications, and other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system
installed certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification may be required for
those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to design condition
prior to operation as a stormwater treatment device, and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
10. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved plans, including,
but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater management
measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.

State Stormwater Management Systems
Permit No. SW7060108MOD.
Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the
approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by the Permittee at all times.
13. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a
written time schedule to the Director for modifying the site to meet minimum requirements.. The permittee
shall provide copies of revised plans and certification in writing to the Director that the changes have been
made.
Ill. GENERAL CONDITIONS
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.
The permittee shall notify the Division any name, ownership or mailing address changes within 30 days.

State Stormwater Management Systems
Permit No. SW7060108MOD.
10. This permit shall be effective from the date of issuance until. Application for permit renewal shall be
submitted 180 days prior to the expiration date of this permit and must be accompanied by the processing
fee.
Permit issued this the 23rd day of April 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I
L � _
forColeen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060108

State Stormwater Management Systems
Permit No. SW7060108MOD.
Harvest Church
Beaufort County
Designer's Certification
I, , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the project construction such that the construction was
Observed to be built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification;
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW7060108MOD.
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Beaufort County Building Inspections
8

I
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
�56 1),01 ;1.608
50-5
SW 76 6010 g
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Chn5tian Voice Mirn5trie5 Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Thaddeus E. Tankard, III, Pastor
3. Mailing Address for person listed in item 2 above
G897 51ate5tone Road
City: Wa5hsngton State: NC Zip: 27689
Phone: (252 ) 927-3410 Fax: ( )
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
tlarve5t Church
5. Location of Project (street address):
1 5" Street
City:Wa5hin ton County:15eaufort
S. Directions to project (from nearest major intersection):
From the intersection of 15" street and U5 264proceed east on 1 5" St. for 0. 1 5mi. Pro ect +5 on the
North 5de of 1 5" Street.
7. Latitude:N35°34'00" Longitude:W77°04' 15" of project
8. Contact person who can answer questions about the project:
Name:N.C, Harn5 Jr., PE, PL5 _ Telephone Number: (252 } 32 1 -5507
Email:hcharn5Phcharn5, net
If. PERMIT INFORMATION:
1. Specify whether project is (check one):
❑ New
❑Renewal ®Modification
Form SWU-l01 Version 8.07
Pagel of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
[]Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SNIP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ®NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
5tormwater will Sheet flow from parking lot, be collected and 5wale5 and conveyed to 5t0rmwater detention pond
for treatment and release over a 2 to 5 day period
2. Stormwater runoff from this project drains to the Tar -Pamlico River basin.
3. Total Site Area: 13.35 acres 4. Total Wetlands Area: 0.00 acres
5. 100' Wide Strip of Wetland Area: 0,00 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:13.35 acres 7. Project Built Upon Area:24.0 %
8. How many drainage areas does the project have?2
9. Complete the following information for each drainage area. if there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
North UT of Cherry5 Run
South UT of CherryS Run
Stream Class & Index No.
C, NSW, SW
C, NSW, SW
Drainage Area (sf)
376,552
202,553
Existin lm rvious* Area (so
0
0
Proposed Im ervious*Area (so
37,272
98,G50
90 Impervious* Area (total)
9.55
46. G
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
12,990
13,721
On -site Streets (so
0
0
On -site Parking (so
0
80, 1 2G
On -site Sidewalks (so
3,215
4,503
Other on -site (so
2 1 ,OG7
0
Off -site (so
0
0
Total {sf):
37,272 , g�Ac
98,G50 ,Z.A6
* Impervious area is defined as t1w built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 8.07 Page 2 of

+.' J .. • ' '• � .? .

T
` 7. How was the off -site impervious area listed above derived? C.'_D�D D r-KA. %,/ i jJ Ce
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 tot number, size and the allowable built -upon area for each lot must be provided as an attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without (fie consent of the State.
2. No more than 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 stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will he 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 SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement.
Form SWU-105
Curb Outlet. System Supplement.
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
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.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP — T�
• 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): N.0 . 1,QRR 1 5i tz._1 P5-, PLS
Mailing Address:__��(,Qf`'� r_►�1 5"r
City; J.�f_�_Tx��LLLE State: A/C Zip: ,ZB �
Prone: L9 -51.Z ) 3Z/ - S41 07
VIII. APPLICANT'S CERTIFICATION
Fax: ( Z 5 ?_ )
1, (print or type name ofperson listed in General Information, item 2) 1 H4 DD F= E . 1:64154sD_ M
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature:
Date: 1 2 —LD --
norm SWU-101 Version 3.99 Page 4 of 4

Pastor Thaddeus E. Tankard, III
Harvest Church
6897 Siatestone Road
Washington, NC 27889
Dear Pastor Tankard:
Michael F. Easley, Governor W-90
William G. Ross Jr,, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 21, 2006
rc,
,f
Subject: Stormwater Permit No. SW7060108
Harvest Church
High Density Project
Beaufort County
The Washington Regional Office received a complete Stormwater Management Permit Application for
Grantham Place on March 2, 2006. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title- 15A NCAC 2H.1000.
We are forwarding Permit,No. SW7060108 dated March'21, 2006, for the construction of the subject
project.
This permit shall be effective from the date of issuance until March 21, 2016, 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.
If you have any questions, or need additional information concerning this matter, please contact Amy
Franklin, Or myself at [phone].
i cerely,
r �
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
AHIa If
cc: H. C. Harris, Jr, PE, PLS
Beaufort County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: ncwatemuality,ora 943 Washington Square Mall, Washington, NC 27889
Customer Service
1-877-623-6748
No `hCaro'i:
�tur�rllr
An Equal Opportunity/Affirmative Action Employer — 50% Recycied/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7060108
Pont! 1
a.
Drainage Area, acres:
5.90
' b.
Total Impervious Surfaces, ftz:
83,635
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
3.0
e.
TSS removal efficiency:
85%
f.
Permanent Pool Elevation, FMSL:
7.00
g.
Permanent Pool Surface Area, ftz:
9,256
h.
Permitted Storage Volume, ft3:
8,863
i.
Temporary Storage Elevation, FMSL:
7.88
j.
Controlling Orifice:
T' 0 pipe
k.
Permitted Forebay Volume, ft3:
4,602
I.
Receiving Stream/River Basin:
UT Cherry Run
M.
Stream Index Number:
.28-103-17
n.
Classification of Water Body:
" C: Sw: NSW"
11. 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. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7060108
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.
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.
B. 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 often 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:
13. This permit shall be effective from the date of issuance until March 16, 2016. Application for
permit renewal shall be submitted 180 days prior to the expiration date of this permit and must be
accompanied by the processing fee.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7060108
III. GENERAL CONDITIONS
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 bythe 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.
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.
$. 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 of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 215` day of March, 2006,
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

State Stormwater Management Systems
• Permit No. SW7060108
I
Harvest Church
Stormwater Permit No. SW7060108
Beaufort County .
Designer's Certification
1, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that, to the best of my ,
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans and
specifications.
The checklist of items on. page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7060108
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to
the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7.. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. Ali required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Beaufort County, Building Inspections
Page 7 of 7

OFFICE USE ONLY
Date Received
Fee Paid
Permit Nurnb r
JAN -- 9 200
�o
,V/7 U b U I U
6
D WQ_WARO State of North Carolina SW ACC, 000106
Department of Environment and Natural Resources wc, �UDivision of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, et.c. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
A- DD �d �� E. rAnl14 A RD t,1 11� P&S Tat
3. Mailing Address for person listed in item 2 above:
— &Sq-T 5LA-,Ta67-o14rE ft0A.0
City: State: !J C zip: X 7: 89
Telephone Number: ( Z 5Z ) � 7 — _a:glO
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
klc.ig: AT T}l15_City: ni• 1 ?,J aTo Cou nty: B as L I Fq FT—
G. Directions to project (from nearest major intersection):
FQ.c�►Mc TIAa kr-ATko%l of Is-T4 Sr. Js 24.q.# pgOC lniD 15-6q-IT- C,4
15"4 17-. FaR C.IS''Li• PRDIa�.T 95 nn! TA46: i.la+¢r�l S�Dc` of lS`ht Sr
7. Latitude: 35° 3� $ 0011 Longitude: 1�1 `}7� O�} r 5�� of project
8. Contact person who can answer questions about the project:
Name:_}{, .. i_�Rts-r1-r.rPE, PL5 Telephone Number: L/-,'5Z ) 3ZI - SI-p?
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
>/ New
Renewal Modification
Form SWU- 101 Version 3.99 Page l of 4

r

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop ✓ General Permit Other
Additional Project Requirements (check applicable blanks):
CAMA Major ✓edimentation/Erosion Control _404/401 Permit NPDF,S 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 .
FLak1If SI•./�JLCS+ .�? / .7 Ze7'4E17V7 a.J Ao,✓�j
2. Stormwater runoff from this project drains to the 7_#/C - P.4.„►1_$ ed River basin.
3. Total Project Area:, q3 acres
4. Project Built Upon Area:_Z-Z.. $
5. I -low many drainage areas does the project have?_z
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
r' E4"
Receiving Stream Class
CL SS C s
n/SW 5..�
Drainage Area
to-C . ��—q psi
Existing Impervious* Area
G7
Q
Proposed Impervious*Area
�Z. �C ,
,Z $ A c-
% Impervious* Area (total)
2 3 S 10/0
7 %
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
On -site Streets
On -site Parking
n 5_3 A. ez
On -site Sidewalks
Other on -site
Off -site ,)R
c ,
Q
Total:
Total: f,C
* lnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
0� VT
A'yp3-l3
Form SWU-101 Version 3.99
Page 2 of'4

I
I

V
7. How was the off -site impervious area listed above derived? f-1 A DID D RA. %,I r Q &
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 gable
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 stormwater management permit number
as issued by the Division of Water Quality, These covenants may not be
changed or deleted without the consent of the State.
2. No more than 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 stormwa ter 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 stormwater control system shall be performed in a manner that maintains tire integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project:
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that. they will 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 rnanagcment 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 SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-10l Version 399
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.
1. Please indicate that you have provided the following required information by initialing -in the space provided
next to each itern.
Initials
• 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 $420 (payable to NCDENR)
• Detailed narrative description of Stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
Engineer and firm
Legend
North arrow
- Scale
- Revision number & date
Mean high water line
Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm).' —A- . C • �-� Qg R_f5, 7� p_Ei._L5
Mailing Address:__
City: ).c�r nlT�eV tLLE State: MC Zip: 49S70
Phone: (-Z-52 _ ).32/ - .S/. 017 .
VIII. APPLICANT'S CERTIFICATION
Fax: ( 75- } 3Z/- Z...Zo$
1, (print or type name of person listed in General Information, item 2) -T�4Dp_J5_ T.t �_F{ RDJ MT —
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1 .1000.
Signature:
Date: r' 0,
Form SWU-101 Version 3.99 Page 4 of4

HARVEST CHURCH
Christian Voice Ministries, Inc.
Lilly Tract JAN - 9 2006
City of Washington, Beaufort County, North Carolina
DWQ-WAR{
STORMWATER NARRATIVE
For:
HARVEST CHURCH
Developed B :
Christian Voice Ministries Inc.
City of Washington
BEAUFORT COUNTY, NORTH CAROLINA
'•+++iprnr. +rr
•` H CARQ
SEAL
20158
/• G
Plan Prepared v:
H. C. Harris, Jr.
Engineering & Surveying, P.A.
216 Main Street, Winterville, North Carolina 28590
Phone: [phone] Pax: [phone]
e-mail: hcharris cr hcharris.net
Sw I

HARVEST CHURCH
Christian Voice Ministries, Inc.
Lilly Tract
City of Washington, Beaufort County, North Carolina
A. DESCRIPTION OF PROJECT:
Location of Project:
This site is located in the City of Washington; Beaufort County, North Carolina
east of US HWY 264 and west of HWY 17. The property is accessed from 15°i
Street, approximately 0.15 mi west, from the intersection of US Highway 264 and
SR 1403, 15"' Street. The northern and western boundaries of this property
adjoin the agricultural properties of Anna W. & D Granville Lilly. The eastern
boundary adjoins the business property of the Beaufort County Committee of 100
LTD. The property may be located on a United States Geological Survey
(USGS) Quad Sheet at an approximate latitude of North 35 degrees, 34 minutes.
00 seconds and an approximate longitude of West 77 degrees, 4 minutes, 15
seconds.
C�
Predominant Soil Types:
v/ According to the United States Department of Agriculture Soil Survey of ito
County North Carolina, the predominant soil types on this site are Altavista: fine
loamy, mixed, thermic aquic hapludults & State: fine -loamy, mixed, thermic
�J typic hapludults.
Type of Development:
This project is situated on a 13.35 acre tract of undeveloped land of the Christian
Voice Ministries' Lilly Tract and consists of a 36,168 sq. ft. building, 2.16 acres
of parking, one access drive & a 0.21 acre detention pond. The total developed
area of this project includes 5.54 acres (of which 117 acres are impervious),
reserving 7.81 acres for buffers and future buildings and parking areas. The
proposed site development is for a church site.
Earth Disturbing Activities:
Presently the entire tract is being used for agricultural / cultivated farmland. The
earth disturbing activities will be the striping of topsoil, grading for the proposed
parking lots & access drive, grading for the proposed swales, ditches, building
pad, and the excavation for the proposed detention pond. Christian Voice
Ministries has reached an agreement with Beaufort County Committee of 100
LTD to utilize the existing Beaufort County Committee of 100 LTD's drive (to
the old "Lower" building) to avoid another crossing of the existing blueline
stream located between 15`f' Street and the proposed church. The total area of
disturbance equals 8.12 acres.
Existing Drainage Patterns:
The site is a cultivated field which is crowned in the approximate center of the
property. The southern three quarters of this site drains from this center crown
towards the southwest with surface water sheet flowing across the site into the
existing swale prior to flowing into a drainage canal / blue -line stream flowing
SW 2

HARVEST CHURCH
Christian Voice Ministries, Inc.
Lilly "Tract
City of Washington, Beaufort County, North Carolina
southeast to northwest across the southern end of the site. The rear northern
quarter of the site drains by sheet flow from the center crown towards the
northeast to a drainage canal / blue -line stream again flowing southeast to
northwest across the northern end of the site.
Proposed Drainage Patterns:
The intent of the design of the proposed drainage patterns is to match the existing
drainage patterns as much as possible, while maintaining positive drainage for the
development and yet minimizing the impact on the Tar -Pamlico River Buffer
Zones. All drainage on the southern three quarters of the site shall be routed to
flow through vegetated swales and then to the proposed detention pond for
treating the majority of the runoff prior to draining into the southern canal / blue -
line stream. The northern portion of this site shall continue to be drained via
sheet flow with the roof drains of the proposed building flowing into a grass -lined
swale, then sheet flow prior to discharge into the northern stream. Both northern
and southern streams are un-named tributaries to Cherry's Run which flows into
Tranter's Creek which in turn flows into the Tar River. Cherry's Run is classified
as a Class C stream with Nutrient Sensitive Waters (NSW) and Swamp waters
(Sw).
The proposed drainage patterns of the Drainage Areas as shown on Plan Sheet C3
are summarized as shown below:
Drainage Area : Drainage Sequence:
A Sheet Flow into northern stream
B Drainage Swale then Pipe No. I then Forebay then
Detention Pond
C Roof Drain Trunk Dine then Swale then Pipe No 2
Then Outlet Swale then Sheet Flow then northern
stream
D Drainage Swale then Pipe No.3 then Forebay then
Detention Pond
E Flume 1 then Forebay then Detention Pond
F Detention Pond then Outlet Swale then existing
swale then southern stream
G to remain as is. undisturbed.
Sw 3

HARVES`t' CHURCH
Christian Voice Ministries, Inc.
Lilly Tract
City of Washington, Beaufort County, North Carolina
The new proposed outfalI ditchs have stone velocity dissipating aprons that
reduce the discharge to less than the maximum permissible velocities of the ten-
year storm of'2.5 feet per second for fine sand or sandy loam.
B. STORMWATER TREATMENT AND MANAGEMENT:
l . The proposed initial project built upon area for this site is less than 30
percent (22.8%); however, future expansion plans will exceed low density
requirements. In order to be more pro -active in treating stormwater and to
facilitate future expansion, this design incorporates a wet detention pond
for this initial phase of construction. As stated above under proposed
drainage patterns the majority ofthe stormwater shall be treated by a series
of swales and then either draining into the wet detention pond or through
excavated swales then into sheet flow prior to leaving the site.
2. Maintenance of'grassed swales shall involve the following:
At least once per year (more frequently if needed), remove excess sediment,
especially frorn upstrearn edge, to maintain original contours and grading to
ensure that runoff flows evenly in a thin sheet through the swale.
At least once per year, inspect vegetation and reseed if necessary to maintain a
dense growth of grass.
Grassed swales shall be mowed at least twice annually to a minimum height of
six inches.
Du Not Fertilize s►vales (grass swales are designed to remove nitrogen From
storrn water and shall receive sufficient amounts upon normal filtering action
throughout the year).
3. Maintenance of the Wet Detention Pond shall involve the following:
Periodically clean trash from the grate of the drop inlet as needed.
Maintain the vegetative (grass) cover above the permanent pool elevation in a
like manner as grassed swales as shown above.
Clean out sediment in the Forebay and the main pond area when sediment
exceeds 25 percent of the original depth (when red paint is showing on sediment
Clean out markers.
Adhere to all other maintenance measures as shown on page 3 of 4 of the
permitted Wet Detention basin Supplement.
SW 4

H.0 Harris, Jr.
EnLyineerinLy & SurvevinLy, P.A.
210 MAIN STREET
WINTERVILLE•, NC 28590
PHONE: [phone]
FACSIMILE: [phone]
- E., 6 V `u
MAR 0 2 2006
®1�Q-WARO
To: NCDENR Water Quality Section
Date: March 2, 2006 Project No. 05083
943 Washington Square Mail
Attention: Amy Franklin
Washington, NC 27889
RE: Stormwater Review SW7060108
Harvest Church
Beaufort County
WE ARE SENDING YOU Attached Under separate cover via
the following items:
❑ Shop drawings X Prints ❑ Plans
❑ Copy of letter ❑ Change order
❑ Samples ❑ Specifications
COPIES DATE No DESCRIPTION
2 each 03-01-06 Revised Site Drawings
THESE ARE TRANSMITTED as checked below:
X ,'or approval ❑ Approved as submitted
�,,/'� your use ❑ Approved as noted
Z requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 19
REMARKS:
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
Per your letter dated February 2, 2006 please accept the revised drawings per your comments and request
for additional information. As we discussed by telephone the roof drains have to outlet to the rear of the
property into the swale (then sheet flow prior to the rear stream) as shown due to grade requirements.
Plan sheet number C8 was added to address the additional details that you requested.
If I may be further assistance, please advise.
Respectfully,
42
A.C.(Cliff) Harris, Jr., PE, PLS
F:12004 Pr0jects105083C1'rans02 Amy Frankliy.doc

Michael F. Easley, Governor V ao
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 2, 2006
Pastor Thaddeus E. Tankard, I11
6897 Slatestone Road
Washington, NC 27889
Subject: Stormwater Review SW7060108
Harvest Church
Beaufort County
Dear Pastor Tankard:
This office received a Coastal Stormwater permit application and plans for the subject project on
January 9, 2006. A preliminary review of your project indicates that before a State Stormwater permit can .
be issued the following additional information is needed.
D Please note that the roof drains should be directed to the wet pond. If future development is
planned all impervious surfaces must be directed to the wet pond. phoAx conVef'Sa- on W+A ix M14i0ck
D/ Please clearly label temporary and permanent pool elevations on the pond. 1b'PytfG Jj �fGcc7rnta»r
Please provide a to scale blow up of the pond plan view.
l� Please note that the vegetated shelf should be 10 ft wide.
Please include pond outlet detail.
The above requested information must be received in this office prior to March 4, 2006 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.
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
j
Amy L. Franklin
Environmental Engineer
Washington Regional Office
cc: ./Washington Regional Office
H. C. Harris, Jr, PE
o `
NhCaro
Aaturai
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
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

� 1:
L.

H.0 Harris, Jr.
Enuineeriniz & Survevini, P.A.
216 MAIN STREET
WINTERVILLE. NC 28590
PHONE: [phone]
FACSIMILE: [phone]
JAN - 9 2006
DWQ-WARD
To: NCDENR — Water Quality
Date: 01/09/06 Job No. 05083
943 Washington Square Mail
Attention: Amy Franklin
Washin Eton, NC 27889
Re: Harvest Church in Washington, NC
WE ARE SENDING YOU Attached Under separate cover via
the following items:
❑ Shop drawings X Prints ❑ Plans
❑ Copy of letter ❑ Change order
❑ Samples ❑ Specifications
COPIES
DATE
No
DESCRIPTION
2
01/06/06
24- s 36° Plans for Harvest Church in Washington. NC
2
Wet Basin Design
2
Wet Detention Basin SLIPPlement
2
Drainage Calculations
2
Storm Water Management Permit Application
2
Storm Water Narrative
1
1 1 /28/05
Check # 4760 made to NCDENR - $420.00 for Harvest Church Storm Water Permit
THESE ARE "TRANSMITTED as checked below:
X For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
If you have any questions tfleasc let us know.
Respect fu I l,
N.C. (Cliff) Harris, Jr., PE, PLS
FV005 Pro.Iec1s105083V1'raris0l DWQ.doc
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints

Catchment Area 1: I _— i— —I I I I
1 Determine surface area of permanent pool:I� �I I
—I Site imervious area -_ _ ; _ - 1,921Acre I I I i p
�ITotal Site area = T 5.901Acre
I I I I
-----I I I
�I Impervious Area ! Total Area = i 0.331 X 100 = I 331% 1
---� - - -I
Permane.00 nt Pool Depth: 3Ft �IAt Elev. = 4.0' - 7.0'
-I ---- - - - I I I
(From Table 3.3-2 NCDENR, DWQ Slormwaler Site Planning Guidance Manual: _
I� % Impervious 3_0'
-I- '- ---- 30 -2.5 --- -
- _I - 33 28 I-
- -_ 40 34
IR_ equired Surface Area (SA): I -_--
SA = (2.81100) X- 5.90 Acre 1
SA = ! 0.1_71Acre _ _ _i 7196.11 ISF I j
Permanent Pool Surface Area Provided_: - L - _ _J - 9256.00i5F IAt EIev, = 7.0'
Surface area provided exceeds surface area required. i I
— I�—
_
2 1 Determine voium_e_ controlled by 1" storm:
_ IRv =Runoff Caetiicient (inchlinch) 1 - _ _ I
-I- —
1= Impervious nta Percege I 1— I I I
,Rv = 0,05 + 0.009( I)
Rv=1 0_.34inchhnch-I _T_-_---
JVolume = Design Rainfall X Rv X Drainage Area I I I I
;Volume = V (Acre Feel) _ I
jDesign Rainfall = V Storm (inches) l
Mrain_age Area = Total site area * oftte drainage flovnng onto project, if any (Acre)-
_— V =1 0.1691,Acre Feet I 1�
V =1 7343.491Cubic Feet, CF I I
ITom_porary Pool Volume Provided:
—T 'Area at Elev. 7,68' = 110888LODISF
_ I Area at EFev. 7.OD_�- 925fi,00 SF - I—
I (Average End Area: _I 100_7.2,00 SF
IMultiplied By Depth_ 1 0,88 FT i J
(Volume= _I 8863,36ICF I —1
Volume provided exceeds volume required.
3 (Determine Pori Dimensions:�—
r_ I _ I Length to width ratio: 3:1 or greater_ I
As measured at Elev_. 7.50' : I -_ I
j Width Provided 64.00 FT I 1 I
_(Length required. Width x 3
(Length required----� _ 192 FT _ I _
Length Provided: 212.00 FT I I I
(Length provided exceeds length required.

Area M Elev. 7,00' - I 9256,p01SF
Area at Hev. 6.00' = I 5904.00
SIF
I
1 Average End Area: I 75SO.OD�SF
_I
IMultiplied By Depth' 4 1.0OIFT
:Volume = ' 7580.00ICF-
Y
I_I_
� ,Area al Elev. 6.00' = 5904.00�SF
-
IArea at I . 4,00' =_ j 3372,00{SF
j Average End Area: j 4638.00
SF
I
I
I_ IMultiplied By Depth: 2.00'IFT-
!Volume = ' Y 9276,001CF
I I
1 Volume = _ i6856.00
CF
,Total
Ibete_rmine Forebay Volume:
Forebay = 20% of the basin volume
Forebay Volume Required = 3371.2_0_1CF
I_
Forebay Volume Provided:
! Area at Eev. 7.007= 1 2656.156ISF
I
IArea at Ell 6.00' _ 1619.00
I
Si=
'AveraEnd Area. EArea. _2137.50ISF--
Multiplied By Depth- 1.00IFT
I I
Volume = I 2137.501CF
I
_I
I
-
-. _ _ - - j-
I-
-�
_
I Area at Ell 6.00' =_I 1619.001SF
1
I
-
I I ;Area at Ell 4.00' = 846,0O
I I
_
I
Average End Area: 1232.50SF
ISIF
_j
_ ultiplied 6y Depth: _ 2.OD�FT M
;Volume= I 2465.00ICF
Total Volume = 4602.50-ICF
--- -
-Forebay
-1_
volume provided exceeds forebay volume re_quired__-
---
-
Volume Allowance for Sediment Slorage: I 1231.30
4 !Size
Drawdown Orifice:
-Size
orifice to drain the runoff volume of the 1" storm over 48 hours to 120 hours _
--!Use:
I
3 days = 72_hours
_ - I-- V =r
_7343.491CF
i Q =I 73Z.AA (CF772 hour_sj`(LO hour/60 minut_e_s)*(1,0 minute! 60 seconds)
O = 0._03ICFS
-
Use Orifice Equationd
i --1 -D = Cd_'A_(2gh)^1!2-
IWhere: I_Q =Discharge (5TTWcient_(CFS)
I
- !Cd = Coofficienl of Discharge (Dimensionless) -I-
!A = Crass Sectional Area of Orifice Pipe (SF)I-
I Ig _ Acceleration of gravity, (32.2 FlSec'2)
-I-_
in = Pressure Head as measured from the centriod of the orifice pipe to the water surface
T-
i --
_Cd =0. ypical Default
--
-I-I
- -
h = 11.5 -0.5 {Pipe diameter) -
I
--I- -
-
I I I
F_or a� 2.00i Inch Diameter Pipe: -
I.-
I
A=1 0.02j--
h = 1.42I __I
Q =1 0.135FS !Too Lar eJ___1-
I-
_I
Fnr al 1_.0011 iron Diameter Pipe
0.01
I-
-
_
I - Q_ 1 0.03lCFS
Provide 0.5 LF of 1.00 Inch Diameter of PVC Pipe For On6ce Pipe With Reversed Slope:_
T 7.00'Jlnvert Adjacent to Outfall ! Riser Pip
--�
!- 6.75' Invert In
I
-

REMITTANCE ADVICE
H.C. HARRIS, JR.
ENGINEERING & SURVEYING, P.A.
216 MAIN STREET
WINTERVILLE, NC 28590
PH, 12521321-5607
PAY ��� A Ti�/�i� to 06-3 DOLLARS
DATE
I TO THE ORDER OF
I DESCRIPTION
CHECK NO.
/l'ZS-a3'
C . D. t. Al R . _
.SToR G z
i/�1R yG s r cA -"'r
BB&T
Il ranch nnnkl nR and Tru%( Company

66-112/531
I
47HEC K
AMOUNT

Wet Basin Design For: ; -Harvest Church
_VCatchment Area 1: I
-1Determine surface area of permanent pooh.
!Site impervious area =r I 1.9_2lAcre
Total Site area = _V- i 5.901Acre
Im ervious Area 0.331 X 100 1 Total Area =
P
(Permanent Pool l epth: 3.00IFt __ Al Elev. = 4,0' - 7.0'
t _
From Table 3,3-2 NCDENR, DWQ Siormwater Site Planning Guidance Manual, I
1--f�f%Imperviousl- 3-0 j- _I vl i{ 30 _ 2 5
I- - 33 2.8 1 - -1-- --I' -1_
----
�Required Surface Area (SAS:
- -SSA=(2.81100)X5.90Aae II_ _4
D,17:Acre -,_I_ 7196.11 SF I
Permanent Pool Surface Area Provided: I I 1 9256.00 SF !At Elev, = 7.0'
!Surface area provided exceeds surface area required. I j
2 Determine volume controlld_b ey 1" storm: -
IRv = Runoff Coefficient (inchlnchy I
W - II_ Impervious Percentage -
Rv -Dos + o.o09{
I I Rv = 0.34.1inchrino
I_ VVolume = Design -Rainfall X_Rv X Drainage Area _I _
' Volume = V (Acre_ Feet)
- Design Rainfall = 1" Storm (inches' I I
Drainage Area = Total site area + offsite drainage flowing onto project, if any (Acre)_
V =' 0.16977cre Feet I _I I
_V = 7343.49ICubic Feet, CF
!Temporary Pool Volume Provided_
Area at Elev. 7,0 = 10888.00 SF
1 _ iArea a1'Elev, TOO _ 9256.00ISF-
1 - - !Average End Area: _1 10072.00 SF h -
1 _ IMultiplied By Depth:- F�0.8BIFT — I
i_ 8863.361CF
Volume provided exceeds volume required.
3 !Determine Pand Dimensipns: -
_ _Length-tc width ratio: 3:1 or great_or-
- - As measured at Elev. 7.50'_L—
_ - - Width Provided: i 64.OQIFT
Length required: Width x
_ uir3 ; -
Lengthreqed: I 192IFT
_ Length Provided:__ 212.00IF_T-- 4-ILength provided exceeds length required. i
JAN - 9 2006
DWQ-WARO

!Permanent
`
_ 1Oetermine
-
Pool Volume Provided;
I JArea at Elev. 7.00' =
_I Area at Elev. b.00' = i
!Average End Area:
iMulEip#iod_By Depth_, i__
[Volume
_ - I IArea at Elev. 6.00' =
jArea at Elev. 4.00' = I
I iAverage End Area- 1_
I Multiplied 9y Depth_ i
I IVolume = j
jTotal Volume =
Forebay_V-iollume:
20% of the basin volume
Forebay Volume Required = 3371.20IC_F
Fo-re bay Volume Provid1ed; I I _I
Area at Elev, 7 00' =
9256.00
SF
j
5904.00
SF
f
I+ 7580.00
SF 1
I
1.00
7580.00)CF
FT
1
II
5904.00
3372,OO
SF
4638.00
2.00FT
9276.00ECF
j 16856AOICF
i
-I
_-I_
I
I
2656.00
SF
I
1
_IAreaatElev. 6.00'= I 1619.001SF _ 1 _
Average End Area: ! 2137501SF
IMulliplied By Depth_ ___ 1.00IFT-
__;Volume - j - -_ _ 2137.50 CF _I
Area at Elev. 6,00'= I 16i9'00�SF
I AArea at Elev. 4,00' = I 846.00 SIF
Average End Area, _ I 1232.50 SF
I !Multiplied By Depth: I-
i Volume = 2455 00 CF I i -
i
I _ iTolal Volume = 4682.SOICF I I
jForebay volume provided exceeds forebay volume_r_equ_Iired,
Volume Allowance for Sediment Storage: _1231,301CF I
4 Size Drawdown Orifice'.
Size onfice_ to drain the runoff volume of the 1" storm over 48 hours to 120 hours Ip I
- Use: 3_d_ays�:- 72 hours
V=', 734-349j(;F --�I
43 49I(CFI72 hours}"{1,0 houR60 minutes)*(1.0 minute! 60 seconds) 73
I O =j 0.031CFS �T I
f Use Orifice Equation:
14 _ __ia = cd•A'(2gh}"112 - _ L- _ _�-_---� -� -1 I _
!Where_ Q = Discharge Coefficient, (CFSj-_I___
_j-
C_d =Coefficient of Discharge (Dimensionless) -I I
A_= Cross Sectionat Area of Onfice Pipe (SF}-
9 = Acceleration of gravity, (32.2 FISec-2)
I h = Pressure Head as measured from the centnod of the onfice pipe Ie the water surface (FI)
I I Cd =1 0.6 ITyi Default
h = 1.5: 0.5 (Pipe diameter} -
_L_ !_
Fora _2.0011nchDiameterPipe:-
--
-� - A_- - — -- I-- —j
-I - O =i 0.131CF5 !Too Large! I _I _ -
=1=-
Fora 1,OOiInch Diameter Pipe; I _
0.01
h= 1.46
_ -_�Prvide 0.5 LF o1 1.00 Inch Diameter of PVC Pipe Far pnf ce Pipe Wi[h Reversed Slope:
7.0Vj Invert Adjacent to Outfall ! Riser Pipe I _
6_75 fInvert Ini--

Drainage Calculations: lHarvest Church I j
Structure No. Pipe-1:
West Side of Parking _�
Determine Tc, Time of Concentration (Min.):
-_ ---- I--rc-=l((LA3)iH (385)1128
[ - 'Where, L, Hydralic LengFT)-I_
1 'H, Hydraulic Fall,
For DrainageAreaB L
I H =
lIntensity From Chart_SD-1 _ _ I =I
! _ _-�- I =_I_
I Use Rational Method: _
- IQ =CIA - I
1 W_here: Q, CFS _ 1 _ _ _ _ ` _j
J _ - IC, Dimensionless - {
I 1, Inches Per Hour
I IA, Acres
ITota1 Area of Drainage = -
lArea of Asphalt, Bldg., & Drives =
Wrea of Grass =
TSmmation of C =
.
IC =
I Q =�
Size_Swale:.I- _
_ I Determine __ Minimum Depth, Y: 1 - -
T 1Y=Cm[(Q'n)1(S)A0.5j6K -
_�
j Y =1 0.78
_
USE: _ 1.001__-
JCheckVelacfV-QlA
V =1 2,38
---
I I
!
th, (
(FT) I
�-
I
-
9 200
j
_
_ .BAN=
4
I
-- - - _
_
5.02
'
__-5.3JTT
7.8lMin.--
- 5.0211ncheslHour�-
6.8411ncheslHour
Ip2 Year Storm
110 Year Storm 1
_
II, 2-Yr. =
j��-
II, 10-Yr, -
I
_
6.84
[
IC For Asphalt, Bldg., & Drives =
�1
-
0.9
0.2
I
IC For Grass =
_I
I
I
3.75
(Acres
_1.13�[Acres-
2.62
-_I
JAcress_
1CFS 10Yr.
[C1-A1+C2'A2] l Total Area-I
.41 0- _.----1-..�-.
7.7 CFS 2Yr. I 1_ Q 1
10.5
I��_
I
I
Where: IY, Depth in Feet
I
- -[
Cm = 0.653
j 3:1 Side Slopes
_I
In, Manning's Roughness Coefficient,
,
_�
Grass -lined =
0.035
1 -1-
I IK=
IS =
0.325
,------
0.0035
-
Cross -sectional Area of Ditch, SF__-
FU�sec
I�i�
V, is less than 2,5 Ftlsec, Grass Lined is Acceptable
[Proposed Excavated Depth of Ditch is Greater than 0.78 Feet Due to Grade Requirements I
(Size Pipe: _ _ _- re: WheD, Diameter in Inches I _E
II�_-�n, Dimensionless j- 0.0101For HDPE _
_ D = 16[(Q'n)1(S)"0_ 5]^0.375 I S, Slope - FUR 1 0.006 - _
D _ ii7.96 (Inches - �- �- - --
USE: 1- ---18 r' HDPE J. _ -_ - -I HWID = 1 1.311
52.00 L_F of Pipe includes F.E.S. on both ends
-- _ Invert In = .84 _ I Invert Out = I 6.531- 1 4
Check Velocity: - IV = Q!A I A= 1.771SF I I I �-
5.96'Ftlsec _1V is greater than 2.5 Ftlsec:
IDetermine TailwaterDepthI_
__ =[ 0,56 Ft From Figure 8.05d 1--� ----_
d
1.1.2_Outlet _Pipe Diameter = _ I _ _0.75�Ft Tailwater depth is less than 1/2 outlet pipe diameter; therefore:__
Minimum tailwater conditions exist -I
I USE: I Class B Riprap Apron with G_eotexfile Underliner
pro-�
_-- (An Depth = I- 1,OO�Ft
- - - (Apron Lengthom = I_ 22.001Ft �I_
Apron Bottom Width = 2,OO�Ft _j I I
1Apron Side Slopes = 2.75[Ft IEach Side
-� ]A ronSla e= I- 0.001% I I
_0

Structure No. Pipe-2. I_
Roof Drains & Rear Outlet Swale _ _
Determine Tc. Time of Concentration (Min.}: —
I- Tc=.(((L^3}IH)^0.385)1128 - -
IWhere: L, Hydralic Length, (FT)
H, Hydraulic Fall, (FT) 7
1For DrainageAreaC: L = 30011FT A
- T-- H=1 1.61FT
I Tc =1 4.7 Min.
(Intensity From Chart SD-1: - I = _5-66 Inches/Hour
I = _ 7.50 Inches/Hour
Use Rational Method: 1
(Where: _ _IQ, CFS
— 1C, Dimensionless I _
I Inches Per Hour I
IA, Acres
l
ITatal Area o£ Drainage_= O,fifi Acres —
IArea of Asphalt Bldg., & Drives = 0.55 Acres
Area of Grass = I 0 11 _Acres
�TSummation of C = [C1 "A1+C2'A2] 1 Total,
`.. C =1 0.78
_ Q =1 2.9 ICFS 2Yr,
Determine Minimum Depth, Y: I Where
I_-- --IY=Cm[(Q'n}I(S)^ I5]^K - I -
�-
USE 5.0 Minute Minimum
12 Year Storm ---
110 Year Storm
I, 2-Yr. _
I, 10-Yr. _ --
C For Asphalt, Bldg., & Drives =
C For Grass=
—0=1 3.9 ---
Cm = 10.595
Grass -lined = 10.035
_ _ _ _ K = 10.246
It1SE: 1 1.$$ _- - I 10.0027
_IA, Cross -sectional Area of Ditch, SF
(Check Velocity_ -- ! iA = —1 17.39
( I I
I V=F 0.171Ftlsec -IV, is lass than 2.5 Ft/sec: Grass Lined is Accepta
to
FS 10Yr- --_�
4:1 Side Slopes
Size Pipe_ I
--
Where:—
D, Diameter in Inches
_i
Dimensionless
0 010
For HDPE
--
1 = 16[(Q'n)/(S}^Q5]^0.375
-1 --
—In,
S, Slope - Ft/Ft
I- 0,005
-
— _ID
--- D = 12.77
-
USE_ 1 151" HDPE _ I -�HWID-_--
- - _Ilnches
_
1 36.001LF of Pipe includes F.E.S. on both ends
{��--
glgfnvert In _ i
9.56
(invert Out =
1 9.38
I _
A IV - Q1A I
Check Velocity:
A=
V =1
3,16_IFtlsec
IV is greater than 2.5 Fttsec: - -�
--�--
-_
, Determine T_I a_ ilwat_er Depth:
I d =i
Ft
From Figure 8.05d
112 Outlet Pipe Diameter = I
I _ !— I
_0.4
0.62S�Ft
__i
-
1_
ITaiiwater depth is less than 1/2 outlet pipe diameter; therefore:
IMinimum tailwater conditions exist I- _ I
;USE: (Class B Riprap Apron with
Ge_otextile Underliner
I
iApron Depth = - I - --
1.01Ft
- ----1-
_
I-- Length = I
101F1
-'- -- -
�IApron
(Apron Bottom Width =
4.001 Ft
Apron Side Slopes = I
4.60IFt
Side
-
A ron 5lo e =
—(Each
0.001%
! I I-

Structure No. Pipe-3--
East Side of Parking
iDetermine To, Time of Concentration
I To =,({{L^_3}!H)A0,3B5)1126
Where: L, Hydralic Length,
H, Hydraulic Fall,
For Drainage Area D: T L =1
- - - -H _ -I
i _- I T Tc =l
jlntensity From Chart S_D-1: ' _ _ 1 =1
1 =j
(Use Rational Method:
(Where: Q, CFS
C, Dimensionless, _ J
I, Inches Per HourForAsphalt,
I1, - --
(Total Area of Drainage =
(Area of Asphalt, Bldg_, & Drivas =
IAr_ea_o_f Grass =_ j
I _ 5_ummation of C =
I - C =I
Q -1_
Size Swale _ _
(Determine Minimum Depth, Y:
i- ---_-1Y=C_m[(Q_'n)/(S)40.5]4K
I
Y = I 0.41
- 1- --- -i i
I (USE_: i - 1.001_--
- !Check Velocity: I _ -
I v= QIA I___
I V =1 0.08
- i-- - -I-- -I _--I
I
(F_T) j_-
(FT)
3951FT
FI
I
5.6I
FT I
J
_
4.011
5.6oIInches/Hour*
!USE
5.0 Minute Minimum
J2 Year Storm
7.5011nches/Hour)
110
Year Storm
11,
10-Yr.
I 0.75
Bldg„DrivE_&
C For Grass =
(Acres
I
I 0.17
Acres
I
T
—
i 0.58 '1Acres
j
1—
_
j[C1'A1+C2'A2] / Total Area
I
0.36I
_
1.5 ICFS
2Yr.
14
I Q =1
_
I
I
_
I
i
Where:
IY, Depth in Feet
= 0.653
I
J—
I —_ _
--ICm
n, Manning's Roughness Co+
Grass -lined = 10.035
--jK =
0.325
IS=
}O.D11
IA, Cross -sectional Area of D
IA =
18.84
FVsec
1 1 I
V, is less than 2.5 Ft/sec: Grass Lined is
1-
Proposed Excavated Depth of Ditch is Greater than 0,41 Feet Due to Grade Requirements I
_ ISize Pipe: I
- - -1---
U_SE: 151"
�88(iol
'
�- -- -
- ^J - I -
16[(Q"n)1(S)10.5]10.375 _ j
D =� 111,7_9_ - 1Inches
RCP_ _I I -
LT of Pipe includes_ F,E.S. on both ends
llnvert In = I 7.86��1nvert
i I
Where:
D, Diameter in Inches
I
n, Dimensionless
l�
S, slope - FUFS
I
I
1—
1 =
1.711
I
Out =
I 7.55I
J�
1
i
5,60 -
7.50
0.2
_ I _
2.D —ICFS 10Yr.
I 3:1 Side Siooes
Check Velocity: _ V_= 01A I A=!1.23 5F
V =1 _ - 1 64 1Fdsec V is less than 2,5 Ft/sec:— No Apron
131 For RCP

Structure No. Flume-1:
Front Parking_—
IDetermine Tc, Time of Concentration (Min.): -�
_ (((L"3)IH)^0_.385)/128 I I I
I Where: IL, Hydralic Length, (FT) i I
-_ H, Hydraulic Fall, (FT)_I
]For Drainage Area E_ L = -_ 324 FT I I
4.81 FT
I I _ Tc = 3.4 Min. j USE 5.0 Minute Minimum
Intensity From Chart SD. 1; I =l _ 5.60 IncheslHourl! �2 Year Storm
T_- - I =I 7.50 inCheslHourl I10 Year Storm
(Use Rational Method: I I I
iQ = CIA - I- - -
_Where: _CFS _ i __ I_ lt, 2-Yr. = I I
C, Dimensionless -- - I ll, 1D Yr. _ l--- -,
I, Inc—1
hes Per Hour I IC For Asphalt, Bldg., & Drives =
-
I- - A, Acres
ITotal Area of Drainage =
I 1.41 (Acres
I_
Area of Asphalt, Bldg,, & Drives = -
- -I-
0.98 (Acres
(Area of Grass = �
I 0.43 (Acres
_
]summation of C =
IC1'At +C2"A2) / Total Area
-- I -
_
C=
0.69
USE:
16.0' Wid_eConcrete Flume
__
heck Velociiy_ IV = &A ;
- �
_
_A=
3.001 5E
C
V -�
2.42)Ftlsec
V is less than 2.;
_�-
Apron Not required; however use the following for added protection:
-
.MUSE:
Class B Riprap Apron with Geo_textile Underliner
_
�—
_-
I (Apron Depth =
1.DIFt
6 olFt fl—
--
Apron Bottom Width =
6.001Ft
l—
-I
lApron Side Slopes - I
1.00IFt Each Side
I
TApron Slope = �I
_
0.001% 1
I—
rass = 1
5.60
7.50
_ 0.9
I 0,2
Q = 7.3 ICFS 10Yr_

Structure No. Pipe 4:
Detention Outlet: _-
l_Determin_e Tc, Time of Concentration (Min,):
- Tc-',(((L^3)IH)"0.385)/128
i- - IWhere: 'L, Hydralic Length, (FT) I j
1 H, Hydraulic Fall, (FT)�I
_For DrainageJArea F: - W L =1 397,O1FT
- - _H_ 7 FT
_ - - - -� T_c=1 6.311
1lntensity From Chart SD-1: 1 =1 _ 5.241Inches/Hour1 12 Year Storm
_ I =1 7 T411ncheslHour 110 Year Storm _
IUse Rational Method: Where: IQ. C_F5
I--- - - -- - I, 2Yr.-
_ Dimensionless_I I_ !, 1D-Yr. = f I
_ If
Inches Per Hour C Sediment Basin = -
IA Acres F I C For Grass = I
Total Area_of Drainage =
0.40
Acres
(Area of Sediment Basin =
-
0.30
Acres
I
Area of Grass =
_
0.10
(Acres
I-
I !Summation of C =
[Cl-Al+C2-A2] l Total Area
_
I - - --
J For Drainage Area F: IQ
=
1,7
ICFS 2Yr.
jFor Drainage Area B:
Q =
7.7
ICFS 2Yr.
-
T
IFor Drainage Area D:
=1
-
1.5
ICFS 2Yr.
IFor Drainage Area E:
_Q
Q = 1
5.4
!CPS 2Yr.,
ITotal 0: j I
Q =
16.3
2Yr,
I_
-ICFS
1
A. _
-- - Size Swale: _l _ 1
A-
I-
i Determine Minimum Depth, Y: I _ _ Where: Y, Depth in Feet
1 - TY=Cmf(&n)1(S)"0.5]"K Cm 10.653
--j0.2
Q =I-
2.3
ICFS 10Yr,�
Q =�
10.5
ICFS 10Yr.
Q =1
2,0
ICFS 10Yr,
Q =
7.3 -1CFS
10Yr.
Q =I
22.1
CFS 10Yr.
Manning's Roughness Coeffic
i- Y =I 0.94 I Grass -lined = �_ 0.035
-I I0.325
I _ ii I 1.00 _ S = 10.006
A, Cross -sectional Area of Ditch
CCheck Velocity: -1 1 A = I18.00
3:1 Side Slopes
=_q1A-
I
0.91
Ft/sec
IV, is less than 2.5 Ftlsec: Grass Lined is Acceptable
i -i
---i
I--"---1
Pro osed Excavated Depth of Ditch is Greater than 0.94 Feet Due to Grade Re uiremenls I
;Size Pipe: I
1_ _ __IWhere:
_
ID, Diameter in Inches I_-
n, Dimensionless 0 0101-
.
= 16((Q"n)1(S)10.5]10.375
1 - S, Slope - Ft/Ft 1 0.0061
_ -1D
I D 23.71
_I
(Inches
USE: 18I,. HOPE 1_ -E
-
- _ _ .
k 50.00_ILF Pipe of includes_F._ S. on outlet end
1 1
_ - - (Invert In =
5.30jInvert
-1
Out = I 5.00
1
Check Velocity: _ V = QlA I _
_A=1 1,77
I I 1
SF 1 I I
-
. I V =_€
12_.51IFt/sec
V is greater than 2.5 Ft/sec:: I
_
i T I
--
I _
(Pipe is under Inlet Control Conditions
- 1.(-
MUSE:
Klass B Apron with
GeotexWe Underliner
1 I 1 1
!Apron Depth =
--1-0 FF
_ _IApron Length = I
2_6.001Ft
I -_I I- _I-
1Apron Sattom Width = I_
3 OOIFt
I I
IApron Side Slopes = I
9,001Fi_
-I _(-
Each Side 1
I- IA ron Slope = I
D o01%
I i I -

Existing Conditions
Drainage Areas A & C:
Determine Tc, T_ ime of Concentration {Min.}�I — -I
I----- ; _ _ Tc=I(((L^3)1H)"0.385)1128
IWhere: _IL, Hydralic Length, (FT) I
I I IH, Hydraulic Fall, (FT)-J
300 FT
_ Tc =1 - 4.71Min. I ;USE 5.0 Minute Minimum I __
Intensity From Chart SD_-1: _I.. __..S .I_ 7,511nches1Hour l---i10 Year Storm
IUse Rational Method:---
1Q=CIA-
1Where: Q, CFS -� {� — I — - I, 10-Yr.
i IC_ Dimensionless I _ _ L` C For Asphalt & Bldg. & Driveways =
4 {I, Inches Per Hou�rr1, 10 Year Storm_ + - IC For Cultivated Fields, RowCrops—
! 'A, Acres-
-.,- -I - --I--
I Total Area of Drainage =_ _i-- - { _ 5.65 (Acres
Area of Bldg_-, Drives, & Asphalt _ - _ _ _I 0.00 (Acres
(Area_ o£_C_ ultivated_Fields = - - I_ 5.65 ,Acres_--
{ summation of C = I[C1'A1+C2-A2) / Total Area
C ={ 0.60 I V __
Q =I _ 25.4 (CFS--
Drainage Areas B, D, E, F, & G:
f Determine T_c, Tim_e of Concentration (Min,):
---- -. i, —
I IWhere: L, Hydralic Length, (FT):�
- H, Hydraulic Fall, (FT)-i-
I II L=I 6921FT-----
i5.3_IFT __ 1
]Intensity From Chart SD-1: j ! =j 6.811ncheslHourl _110 Year Storm
jUse Rational Method:
IQ = CIA -�
IWhere: _ _ IQ, CFS _ _{ _- 1I. 10-Yr. _
I _{C, Dimensionless - -I _ _ -j - IC For Asphalt & Bldq. & Driveways
i VI, Inches Per Hour, 10 Year Storm _
I 1A, - Ac_res
1
Total Area of Drainage = { I 8.14_ iAcre
iArea of Bldg__Drives, & Asphalt = { 0.00 (Acre
{
Area of Cultivated Fields = 8.14 Acre
- - - - - . L—
i �5ummation of C = - 11CVA1+C2'A2)
70.67o
33.4 1CFS
E V Total Q ={ 58.81CFS
1C For Cultivated Fields, Row Crops
! Total Area
- __
7.5
0�9
0.6
009
0.6

On Site Post Development Conditions
F�o_r Drainage Area A:-- T-
-IDet—erm-ine- Tc, Time of Concentration (Min.):
A3 ]HrO. 385 E/1 2-8-::7
'Where,_ -j L, Hydralic Length, (FT)
-1H, Hydraulic Fall, (FT)
390ITT—
J-
Tc =1 2,91Min. I USE 5.0 Minute Minimum
I ntensity From Chart S D- 1: 110 Year Storm
Use-Rit"iona I Met - hod:
id=�ZIA I I 1- —1 1 1
1 i�h ere: b.-CizS 1, 10-Yr. = I- - — —I—
C For AsphaJt & BT9-&,- veways Dri
I-, Inches Per Hour, 10 Year Storm �C For C�-ra—ss--
!A, -Acres .--7 --F-7
'TutalAreaofDrainage= 4.99 Acres
Wea of Bldg, Drives, T-A�-phalt 0.47 Acres
-(-Area of Grass 1 4,52 JAcres
J- �4umma&on-of-c CI Total Area
-=� 0.27
0 1-0.0 -jCFS
For Drainage Areas B-F:
For Drainage Area G:
— -f�.- - — - ---- J-1 --1— -1
TDetermine Time of Concentration (Min.):
fc =7 F((LT3)!H-)AF385)J128
Where:Length, (FT)-L--
_1t,_Hydraulic Fall,_(FT)_I_l I__
-2-25 FT
8.51FT
L 1.81Min. I --,IUSE 5.0 Minute Minimum
Intensity From Chart S D- 1 1=1 7.511ncheslHFourj 110 Year Storm
-Jbse-Rational Method:
I Ohere.: -1d. dFS 1 11, 10-Yr.
-1c, Dimensionless I IC For Asphalt & Bldg. & Driveways
lr�c�hs�Pr, WoU�,- 105—year S-to'n-n C For Grass
W. -Tc�rs-
Total Area of Drainage 1 84 1 Acres
Area of Bldg., Drives, & Asphalt F 0.00 (Acres
!Area of Grass --T-84—lAcres
-I-Su-mm-atio-n-of-C I Total Area
d-ZI 620
0=1 2.8 JCFSCFS Post Development I Total CH= 38 71CFS
!Therefore; Post bevelopwent Flow is Less Than Pre-existing Conditions
7.5
0.2
7.5
09
0.2

Use Detention Pond as Sediment Basin During Construction: I
Denuded Area:
jRunoHPeak:'
Determine Tc, Time of Concentratio--n {Min.)_
I
T Tc=l(((L-3)IH)"0.385)1128
IWhere: _IL,
Hydralic Length, (FT) I.
_IH,
Hydraulic Fall-,(FT)�I--
I
?For Drainage Areas B,D,& E; -
- — L=1�692.0
FT_
--
I
H =1
5,3 FT IW
I I
I
Ilnte_nsity_From Chart S15-1 i
Tc =1
I =1_
7.81Min. I—
5.02{Inches/Hourl_
- -- --i
I2 Year Storm—
i
- _
6.64 IncheslHourl_
110 Year Storm
_
—
IUse Rational Method: !
- -- •— I
---I— j
_ _I
—
iQ = CIA
I
(Determine Sediment Storage Volume
(Volume = 1800 cubic feelldisturbed acre
--18007cf
5.9lac--
I cf
i
(Determine Peak Flow
Method
IRational
Q=CIA�I—
jWeighted0,291C1'
Rainfalllnterisit =I 6,841inlhrArea
=1 5.91ac
Determine Surface Area
- --
AF.01 Qpeak I--
=1 0.11703241acres
l
= 5097.9sgft
ISurface Area Provided:
9256ISF
Determine Basin -_ -I
iI—
_Dimensions
IArea_2Wsquared
- _—L
--
----+--
— I-- --
I -
I-
50
ft_ -
width I
=
101
ft
Length
IDetermineDe_pth --
I - _I_—
j
—1
I Depth=VISA
I
=L _2.08Ift_
-I
—I
—
- —
I----
I- --- -
Ainimum depth 1.5 to 2
Round up to =T 2.1
-�----
(Spillway Capacity
i
I
J.
(Weir Equation: Q=CLHAt.5
IC= 2.5 for stone s_pillw_ay,
IL= Weir length-
IH-= depth of flow Limit max to.5ft
(Basin Dimensions
Width =
50
ft
Basin Design Calculations, Dimensions exceed requirements.
Length =
101
_ _See
ft
After establishment of grass, basin must be excavated to design elevations and
�- Depth =
Weir length =
2.1
13.2
_
ft - _
ft
grade for use as detention pond.

State of North Carolina
Department of Environment and Natural Resources
Washington Regional Office
Michael F. Easley, Govemor William G. Ross, Jr., Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
January 31, 22006
LETTER OF APPROVAL
Christian Voice Ministries, Inc.
ATTN: Mr. Thaddeus E. Tankard, III, Pastor
6897 Slatestone Road
Washington, North Carolina 27889
RE: Erosion and Sedimentation Control Plan No. Beauf-2006-012
Harvest Church
SR 1403 (W. 15`h St.) - Beaufort County
River Basin: Tar -Pamlico
Date Received: January 10, 2006
Responsible Parry: Christian Voice Ministries, Inc.
Dear Sir:
This office has completed its review of the erosion and sedimentation control plan for the
referenced 9.9 acre disturbance. Based on the information provided, we have determined the
submitted plan for the grading associated with the construction of a stormwater pond, parking
area, building, access road and landscape berms, if properly implemented and responsibly
maintained, should meet the intent and minimum requirements of the Act. We, therefore, issue
this LETTER OF APPROVAL.
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was
enacted. It established a performance oriented program with the OBJECTIVE of PREVENTING
SEDIMENT DAMAGE to adjoining properties and/or natural resources resulting from land
disturbing activities through the use of reasonable and appropriate Best Land Management
Practices, based on the approved plan and changing site conditions, during the course of the
project. AS THE DECLARED RESPONSIBLE PARTY, YOUR LEGAL RESPONSIBILITY
is to understand the Act and comply with the following minimum requirements of the Act and the
above listed modifications (if any):
-- an erosion and sedimentation control plan is only valid for 3 years
following the date of initial approval, if no land -disturbing activity has been
undertaken;
943 Washington Square lull, Washington, North Carolina 27889 Telephone [phone], FAX [phone]
An Equal Opportunity Employee.- 54°%recyeled110% post -consumer paper

Christian Voice Ministries, Inc.
ATTN: Mr. Thaddeus E. Tankard, III, Pastor
January 31, 2006
Page 2
-- the LATEST APPROVED soil erosion and sediment control plan will be
used during inspection to determine compliance and a copy of the plan must
be on file at the job site;
-- erosion and sediment control measures or devices are to be installed to
safely withstand the runoff resulting from a 10 year storm event - 6.5 - 7
inches in 24 hours or at the rate of 6.5 - 7 inches in 1 hour.
-- unless the off -site borrow and/or disposal sites are identified in the erosion
control plan, no earthen material is to be brought on or removed from the
project site,
-- except in the case of a storm related emergency, a revised erosion and
sedimentation control plan must be submitted to and approved by this
office prior to initiating any significant changes in the construction,
grading or drainage plans;
-- a buffer zone, sufficient to restrain visible sedimentation, must be provided
and maintained between the land -disturbing activity and any adjacent
property or watercourse;
-- new or affected cut or filled slopes must be at an angle that can be retained
by vegetative cover, AND must be provided with a ground coy r suff�ciertt
to restrain erosion within 21 calendar days of completion of any phase
(rough or final) of grading (RYE GRASS IS NOT in the APPRQV_ED
seeding specifications SQR is it an ACCEPTABLE substitute for the
providing of a temporary ground cover);
-- the CERTIFICATE OF PLAN APPROVAL must be posted at the primary
entrance to the job site and remain until the site is permanently stabilized, -
unless a temporary, manufactured, lining material has been specified, a
clean straw mulch must be applied, at the minimum rate of 2 tons/acre, to
all seeded areas. The mulch must cover at least 75 % of the seeded area
after it is either tacked, with an acceptable tacking material, or crimped in
place;
-- in order to comply with the intent of the Act, the scheduling of the land -
disturbing activities is to be such that both the area of exposure and the
time between the land disturbance and the providing of a ground cover is
minimized;
a aennanent_ground cover, sufficient restrain erosion, rust be provided
within the shorter of 15 working or 90 calendar days after completion of

Christian Voice Ministries, Inc.
ATTN: Mr. Thaddeus E. Tankard, III, Pastor
January 31, 2006
Page 3
construction or development on any portion of the tract (RYE GRASS IS
LOT in the APPROseeding specifications LO—R- is it an
ACCEPTABLE substitute for the providing of a nurse cover for the
permanent grass cover); and,
-- this approval is based, in part, on the accuracy of the information provided
in the Financial Responsibility/Ownership form submitted with the project
plans. You are required to file an amended form if there is any change in
the information included on the form. This approval and the financial
responsibility/liability cited in it does not automatically transfer with a
change in project ownership.
Be advised that to ensure compliance with the approved plan and the program
requirements, unannounced periodic inspections will be made. If it is determined that the
implemented plan is inadequate, this office may require the installation of additional measures
and/or that the plan be revised to comply with state law. (Note: Revisions to the scope of this
project without prior approval of the plan showing the changes can be considered a violation).
Failure to comply with any part of the approved plan or with any requirements of this program
could result in the taking of appropriate legal action (civil or criminal) against the financially
responsible parry (Christian Voice Ministries, Inc.). Some options are Stop Work Orders and the
assessing of a civil penalty of up to $5000 for the initial violation plus up to $5000 per day for
each day the site is out of compliance.
In recognizing the desirability of early coordination of sedimentation control, we believe
it would be beneficial for you and your contractor to arrange a preconstruction conference to
discuss the requirements of the approved erosion and sedimentation control plan. Prior to
beginning this project, YOU ARE REQUIRED TO either CONTACT THIS OFFICE TO
ADVISE Mr. - Patrick McClain (252-946-6481, ext. 3859) OF THE CONSTRUCTION
START-UP DATE, contractor and on -site contact person OR complete and return the attached
Project Information Sheet to the above named.
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations and rules. In addition, the land disturbing activity
described in this plan may also require approval or permitting from other agencies - Federal, State
or local. These could include the U.S. Army Corps of Engineers under Article 4.0.4.
jurisdiction, the Division of Water Quality - Surface Water Section under stormwater regulations
(contact the Stormwater group at 252-946-6481), county, city or town agencies under other local
ordinances, or other approvals that may be required. This approval does not supersedg any
other approval or permit.
Please be advised that a rule to protect and maintain existing buffers along watercourses
in the Tar -Pamlico River Basin became effective on January 1, 2000. The Tar -Pamlico River
Riparian Area Protection and Maintenance Rule (15A NCAC 213.0259) applies to a 50 (horizontal)
foot wide zone along all perennial and intermittent streams, lakes, ponds and estuaries in the Tar-

v
Christian Voice Ministries, Inc.
ATTN: Mr. Thaddeus E. Tankard, III, Pastor
January 31, 2006
Page 4
Pamlico River basin with forest vegetation on the adjacent land or "riparian area". In riparian
areas, the rule prohibits all land disturbance, new development and fertilizer use in the first 30
(horizontal) feet directly adjacent to the stream and/or coastal wetland vegetation. , With the
exception of clearing, seeding and a one-time fertilizer use to establish the grass, the rule prohibits
new development in the zone 20 feet landward of the first 30 feet of riparian area. For more
information about the riparian area rule, please contact the Division of Water Quality's
Wetland/401 Unit at 919-733-1786.
Please be advised that all land -disturbing activities affecting 1 or more acres are required
to have a (Federal) NPDES permit. Enclosed is the Construction Activities General NPDES
Permit - NCG010000 for this project. The responsibility for understanding and complying with
this permit rests with you, the financially responsible parry. Be aware that failure to comply with
this permit could result in both the State and Federal governments taking appropriate legal action.
Contact the Division of Water Quality.- Surface Water Section at [phone] should you have
any questions regarding monitoring and record keeping requirements of the permit.
Sincere ,
G
Patrick McClain, PE
Regional Engineer
:pm
enclosures
w/o enc. cc: H. C. Harris, Jr. PE, H. C. Harris, Jr. Engineering
Alton Hodge, Division of Water Quality _.

a
A
T$rFK34".$'�tr.
Pastor Thaddeus E. Tankard, III
Harvest Church
6897 Slatestone Road
Washington, NC 27889
Dear Pastor Tankard:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 21, 2006
Subject: Stormwater Permit No. SW7060108
Harvest Church
High Density Project
Beaufort County
The Washington Regional Office received a complete Stormwater Management Permit Application for
Grantham Place on March 2, 2006. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1000.
We are forwarding Permit No: SW7060108 dated. March 21, 2006, for the construction of the subject
project.
This permit shall be effective from the date of issuance until March 21, 2016,. 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 1508 of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Amy
Franklin, or myself at [phone].
i cerely,
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
AH/alf
cc: LI. C. Harris, Jr, PE, PLS
Beaufort County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet ncwaterauali. -q 943 Washington Square ]mall, Washington, NC 27889
Customer Service
1-877-623-6748
No hCarolii
An Equal Opportunity/Affirmative Action Employer— 54% Recyciedll0% Post Consumer Paper

7La1e 0LUIIl1WdLCI IVIdIIdIJGNIeIIt OyJlCllta
Permit No. SW7060108.:
Pond 1
a. Drainage Area, acres: 5.90
b. Total impervious Surfaces, fe: 83,635
C. Design Storm, inches: 1.0
d. Pond Depth, feet: 3,0
e. TSS removal efficiency: 85%
f. Permanent Pool Elevation, FMSL: 7.00
g. Permanent Pool Surface Area, W: 9,256
h. Permitted Storage Volume, W: 8,863
i. Temporary Storage Elevation, FMSL: 7.88
j. Controlling Orifice: 1" 0 pipe
k. Permitted Forebay Volume, ft3: 4,602
I. Receiving Stream/River Basin; UT Cherry Run
M. Stream Index Number: 28-103-17
n. Classification of Water Body: " C: Sw: 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.
3.1 The permittee shall at ail times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3of7

State stormwater management aysEems
Permit No. SW7060108
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. 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 thestormwater 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.
13. This permit shall be effective from the date of issuance until March 16, 2016. Application for
permit renewal shall be submitted 180 days prior to the expiration date of this permit and must be
accompanied by the processing fee.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7060109
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 bythe 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 of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 21" day of March, 2006.
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

State Stormwater Management Systems
Permit No. SW7060108
Harvest Church
Stormwater Permit No. SW7060108
Beaufort County
Designer's Certification
l , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that, to the best of my .
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans and
specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management 5ys.ems
Permit No. SW7060108
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to
the system.
�4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7.. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Beaufort County Building Inspections
Page 7 of 7

Permit No. 5 I-V ? a 6 o / C$
0o he provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORS,M-CERVED
WET DETENTION BASIN SUPPLEMENT JAN - 9 2006
This forin may be photocopied for use as an original
DWQ Stonnwater Management Plan Review: DWQ-WARO
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: 0AFLVESr C-4igrA
Contact Person: 9.C. 94r.F_js, _K, Pe, Pi.S Phone Number: (ZSL ) 5ZI-S't-p-7
For projects with multiple basins, specify which basin this worksheet applies to: ^114
elevations
Basin Bottom Elevation _ 4�, Qft. (floor of the basin)
Permanent Pool Elevation 7. q ft. (elevation of the orifice)
Temporary Pool Elevation Y. $S ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area `� ZS[o sq. ft. (water surface area at the orifice elevation)
Drainage Area S`.�O ac. (on -site and off -site drainage to the basin)
Impervious Area _ _ .� Z ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume I G, $ 54 _ cu. ft. (combined volume of main basin and foreha.);)
Temporary Pool Volume g,8 3 cu. ft. (volume detained above the permanent pool)
Forebay Volume d Z cu. ft. (approximately 20% of total volume)
Other parcrrneters
SAIDA I n. 33 (swface area to drainage area ralro_frorn DWQ table)
Diameter of Orifice 1.0 in. (2 to 5 dcry temporary pool draw -down required)
Design Rainfall l . c,'? in.
Design TSS Removal ' $ S % (mininnrnt 85% required)
Form SWU-102 Rev 399 Page t of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
J. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way. �%e'esl /3 PRaV IAcD R44do(1^14- 44&r4 .
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
�slE ro C—oTo. ,vv /
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) Vda es
This system (check one) Ves
0 does not incorporate a vegetated filter at the outlet.
0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning,,
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling; near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads .75� feet in the main pond, the sediment shall be removed.
When the penranent pool depth reads y15' feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Q Permanent Pool Elevation . D
Sediment Ren oval El. �}.75 75` o
----- --------- -- - -Sediment Removal Elevation �} •�5 75/�
Bottom Ele anon �{. D % -------------------------------125%
------
Bottom Elevation { , o /
FOREBAV
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by tmy signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: njA Dr> F d S 57.
Title: R457-0X-
Address: �P 89 5L rF-sro E R 1�/ .s �,v �! A/C XISS2
Phone:
- 311 /O
Signature: ,detp _
Date: 1 z - 20 -- v �r
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, C/-/f` 14'eleIS , a Notary Public for the State of C • ,
County of _ p1_7- 7-- _ , do hereby certify that ZVA D—z)C- --LZ7--
personally appeared before me this XoO day of D.-c.cnee-4 zoo! , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
F F V4��Q`u4
/0 0 -
p��i••-kr/tierl'�• -'V
My commission expires
/Z�Zo - oS
L
/Z-QS-09
Form SWU-102 Rev 3.99 page 4 of 4